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Backup Documents 06/08/2010 Item #16D 7
169? MEMORANDUM Date: July 16, 2010 To: Lyn Wood, Purchasing Contract Specialist From: Teresa Polaski, Deputy Clerk Minutes & Records Department Re: Contract #10 -5480: "Construction of Bayview Park Phase I Project" Contractors: Kelly Brothers, Inc. Enclosed is a copy for the contract, referenced above (Agenda Item #16D7), approved by the Board of County Commissioners on Tuesday, June 8, 2010. An original contract will be kept in the Minutes and Records Department as part of the Board's Official Records. If you should have any questions, please contact me at 252 -8411. Thank you. Enclosure (1) J ? ITEM NO.: i ��� DATE RECEIVED: FILE NO.: ROUTED TO: DO NOT WRITE ABOVE THIS LINE L Date: To: From Re: REQUEST FOR LEGAL SERVICES June 28, 2010 Office of the County Attorney Colleen M. Greene Lyn M. Wood, C.P.M., Contract Specialist Purchasing Department, Extension 2667 Contract: #10 -5480 "Construction of Bayview Park Phase I Project' Contractor: Kelly Brothers, Inc. , u' s r BACKGROUND OF REQUEST: This Contract was approved by the BCC on June 8, 2010; Agenda S Item 16.D.7 This item has not been previously submitted. ACTION REQUESTED: §( 7 t l Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. C: Clint Perryman, CZM f2LS #_IV F � (A� % 57 CI�FCKLISTFORREVIEWINGCO�rTRACTS �'�T��°`- ,y �y Entity Name: —V,. Entity name correct on contract? Entity registered with FL Sec. of State? Insurance Insurance Certificate attached? Insured registered in Florida? Contract # &/or Project referenced on Certificate? Certificate Holder name correct (BCC)? Commercial General Liability General Aggregate Required $ _ Products /Compl/Op Required $ _ Personal & Advert Required $_ Each Occurrence Required $ Fire /Prop Damage Required $ Automobile Liability Bodily Inj & Prop Required $ Workers Compensation Each accident Required $ Disease Aggregate Required 0 __ Disease Each Empl Required Qtt' s No -__.. No Provided $VmA1 Provided $ 1 � Provided $_ _ Provided Umbrella Liability Each Occurrence Provided $� Aggregate Provided $ c r I Does Umbrella sufficiently cover any underinsured portion? Professional Liability Exp Date Exp Date t Exp Date Exp Date _ 7771 Exp Date Exp Date _ Yes No Each Occurrence Required $ _ Provided $__ _ _ Exp. Date Per Aggregate Required $ _ Provided $ _ Exp. Date Other Insuraneg I I Each Occur Type: I'i Ms Required $ Provided $ lm I County required to be named as additional insured? es No County named as additional insured? Yes No Indemnification Does indemnification meet County standards? _ _Yes No Is County indemnifying other party? Yes ` --No Performance Bond Bond requirement referenced in contract? Yes No If attached, expiration date of bond Does dollar amount match contract? � -3 t cl s __ _ t/ ypg _No Agent registered in Florida? - F- /�`,es No Signature Blocks Yes c =Yes No No Yes _ ___No Provided $ t Exp. Date p Provided $ Exp. Date Provided $ \ rv. i Exp. Date Provided $ --� Exp. Date Provided $ 00 Ili Exp. Date _ Provided $VmA1 Provided $ 1 � Provided $_ _ Provided Umbrella Liability Each Occurrence Provided $� Aggregate Provided $ c r I Does Umbrella sufficiently cover any underinsured portion? Professional Liability Exp Date Exp Date t Exp Date Exp Date _ 7771 Exp Date Exp Date _ Yes No Each Occurrence Required $ _ Provided $__ _ _ Exp. Date Per Aggregate Required $ _ Provided $ _ Exp. Date Other Insuraneg I I Each Occur Type: I'i Ms Required $ Provided $ lm I County required to be named as additional insured? es No County named as additional insured? Yes No Indemnification Does indemnification meet County standards? _ _Yes No Is County indemnifying other party? Yes ` --No Performance Bond Bond requirement referenced in contract? Yes No If attached, expiration date of bond Does dollar amount match contract? � -3 t cl s __ _ t/ ypg _No Agent registered in Florida? - F- /�`,es No Signature Blocks Correct executor name in signature block? es Nc Correct title of executor? _ _ es No Executor authorized to sign for entity? es No Proper number of witnesses /notary? Yes No Authorization for executor to sign, if necessary: Chairman' s signature block? No Clerk's attestation signature block? yys No County Attorney's signature block? / No Attachments Are all required attachments included? Exp Date 4) 1 d Yes No S Reviewer Initials: _J Date: _ _ 04- COA -010 2 2 HerreraSandra 16b? From: DeLeonDiana Sent: Friday, July 09, 2010 3:57 PM To: HerreraSandra Cc: RaymondCarter Subject: RE: 10 -PRC -01657 Contract #10 -5480 Construction of Bayview Park Phase I Project: Sandra, they're not required to send us an updated certificate until ten (10) days before it expires. DD From: HerreraSandra Sent: Friday, July 09, 2010 3:02 PM To: DeLeonDiana Subject: 10 -PRC -01657 Contract #10 -5480 Construction of Bayview Park Phase I Project: << File: Open RLS.pdf>> The insurance policy will expire 8/1/10. Do you have an updated certificate? Sandra Herrera, Certified Paralegal Office of the County Attorney 3301 Tamiami Trail East, 81h Floor Naples, Florida 34112 -4902 Phone: (239) 252 -8400 Facsimile: (239) 252 -6300 Sandraherrera2colliergov.net Under Florida Law e -rnail addresses are puhlir, records. If you do not want your , mail address reIr nt,ed in response to a public. records request, do not send eleeLonic mail t tnis enidv lw,te,ud , contau Iris office by e lephone or .n writing 16D7 MEMORANDUM TO: Ray Carter M1] Risk Management Department FROM: Lyn M. Wood, C.P.M., Contract Specialist Purchasing Department DATE: June 28, 2010 RE: Review Insurance for Contract: #10 -6480 "Construction of u Bayview Park Phase I Project" Contractor: Kelly Brothers, Inc. This Contract was approved by the BCC on June 8, 2010; Agenda Item 16.D.7 Please review the Insurance Certificates and Payment and Performance Bonds for the above referenced contract. If everything is acceptable, please forward to the County Attorney for further review and approval. Also, please advise me when it has been forwarded. Thank you. If you have any questions, please contact me at extension 2667. JUN 2 8 2010 dod /LMW C: Clint Perryman, CZM mausen_g 16D? From: RaymondCarter Sent: Thursday, July 08, 2010 2:39 PM To: LynWood Cc: ClintonPerryman; mausen_g; HerreraSandra; TeachScott; DeLeonDiana Subject: Contract 10 -5480 "Construction of Bayview Park Phase I Project All, I have approved the certificate(s) of insurance for contract 10 -5480 provided by Kelly Brothers, Inc. The contract itself does not have the insurance lines or coverage limits designated as would /should have been requested. The reason is stated below from Lyn's email string below. Being that the vendor has provided the coverage's and limits as Risk Mgmt would have requested including USLH coverage needed for workers operating over "navigatable waterways' we are moving this contract forward. Thank you, Ray From: LynWood Sent: Thursday, July 08, 2010 2:14 PM To: RaymondCarter Subject: RE: Scan + E -mail Ray, Scott Johnson neglected to send the insurance requirements to you for review prior to putting the bid out. Since the bid is closed, we cannot now go back and enter amounts for all the insurances required, which also were not noted in the bid doc. If Kelly's insurance certificate and the insured amounts are agreeable to you, I would appreciate it if you would sign off and forward to County Attorney. Thanks for working with me on this. Lyn From: RaymondCarter Sent: Thursday, July 08, 2010 10:20 AM To: LynWood Subject: FW: Scan + E -mail Lyn as discussed, insurance documents currently in contract 10 -5480. Ray From: Gazgallorberto Sent: Thursday, July 08, 2010 10:18 AM To: RaymondCarter Subject: Scan + E -mail Ray, Please see the attached doc. << File: Collier County Florida Insurance and Bonding Requirements.pdf>> 4 Agenda Item No. 16D7 June 8, 2010 Page 1 of 4 EXECUTIVE SUMMARY Recommendation to award Bid #10 -5480 to Kelly Brothers, Inc., for the construction contract of the Bayview Park Phase I Project #80060.1. OBJECTIVE: Recommendation to award Bid #10 -5480 to Kelly Brothers, Inc. for the Bayview Park Phase I Project in the amount of $337,959.00. CONSIDERATION: On March 9, 2010, The Board of County Commissioners approved the final design engineering concepts for the Bayview Park Improvement Project Phase I, 11, 8 III. Bids were posted in the lobby of the Purchasing Department on March 21, 2010, with 973 vendors notified, 187 bidders downloaded plans and on April 21, 2010, six (6) bids were received by the deadline for the construction of the Bayview Park Phase I Project Bid #10 -5480. The apparent lowest and qualified bidder was Kelly Brothers, Inc. Staff evaluated the bids received and determined Kelly Brothers, Inc. is the lowest qualified bidder for the award of Bid #10 -5480. The scope of work associated with the award of this bid will include replacement of the existing seawall, widening of the existing boat ramp, installation of a new fixed boat dock, and a new floating boat dock with an ADA accessibility ramp. The bid tabulation is as follows: Bid Tabulation T. Jerulle Construction $602,239.75 SteMic Enterprises, Inc. $539,183.45 Custom Built Marine Construction, Inc. $499,718.00 Florida Marine Construction $475,836.00 Creighton Construction, Inc. $443,790.82 Kelly Brothers, Inc, $337,959.00 Therefore, in consideration of the lowest qualified bidder staff recommends that bid #10- 5480 be awarded to Kelly Brothers, Inc. as noted above. Please note that the recommended vendor is a local vendor. FISCAL IMPACT: There is adequate funding to award the contract to Kelly Brothers in the amount of $337,959. The source of funding for this project is impact fees. GROWTH MANAGEMENT IMPACT: This project is consistent with the objectives of Policy 1.3 of the Growth Management Plan for improved boater access to waterways. LEGAL CONSIDERATIONS: This item has been reviewed by the County's Attorney's Office and is legally sufficient for Board action. - CMG RECOMMENDATION: Recommendation that the Board of County Commissioners award Bid #10 -5480 to Kelly Brothers, Inc. for the construction contract of Bayview Park Phase I Project in the amount of $337,959.00 and authorize the Chairman to sign the County Attorney Approved Contract. PREPARED BY: Clint Perryman, CGC, PMP, Project Manager, Coastal Zone Management Department. W www.sunbiz.org - Department of State Home Contact Us Previous on List Next on List E- Filing Services Events No Name History Detail by Entity Name Florida Profit Cor orati n KELLY BROTHERS, INC. Filing Information Document Number 656515 FEI /EIN Number 592069592 Date Filed 02/20/1980 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 01/06/2000 Event Effective Date NONE Princioal Address 15775 PINE RIDGE ROAD FT. MYERS FL 33908 Changed 01/13/1993 Mailina Address 15775 PINE RIDGE ROAD FT. MYERS FL 33908 Changed 01/13/1993 Return To List Registered Aaent Name & Address KELLY, DANNY M FIRES 15775 PINE RIDGE ROAD FT. MYERS FL 33908 US Name Changed: 01/12/2010 Address Changed: 01/20/1994 Officer /Director Detail Name & Address Title PSTD KELLY, DANNY M. 15775 PINE RIDGE RD FORT MYERS FL 33908 Title V BAUTISTA, CRESENTE 15775 PINE RIDGE RD. FORT MYERS FL 33908 Document Searches Pa 1 f2 1607 Forms Help Entity Name Search Submit http: / /www.sunbiz.org/ scripts /cordet.exe ?action= DE'FFIL &inq_ doc_ number= 656515 &inq... 6/10/2010 www.sunbiz.org - Department of State Annual Reports Report Year Filed Date 2008 03/21/2008 2009 02/18/2009 2010 01/12/2010 Document Images 01/12/2010 ANNUAL REPORT ,,View image ,in PDF format -I 02/18/2009 -- ANNUAL REPORT View image in PDF format 03/2112008 -- ANNUAL REPORT View image in PDF format 03/13/2007 -- ANNUAL REPORT View image in PDF format 04/27/2006 -- ANNUAL REPORT View image in PDF format f 08/29/2005 -- ANNUAL REPORT View image in PDF format 01/05/2005 -- ANNUAL REPORT View image in PDF format -I 01/12/2004 ANNUAL REPORT View image. in PDF format 01115/2003 ANNUAL REPORT View image in PDF format 02/01/2002 ANNUAL REPORT View image in PDF format.. 01/23 /2001 -- ANNUAL REPORT View image in PDF format 01/21/2000 -- ANNUAL REPORT View image; in PDF format -� 01/06/2000 -- Amendment View image. in PDF format -.. 01/20 /1999 -- ANNUAL REPORT .View image in PDF format 01/20/1998 -- ANNUAL REPORT View image in PDF format 01/15/1997 -- ANNUAL REPORT View image in PDF format 01/25/1996 ANNUAL REPORT View image' In PDF format r'_I 01/24/1995 -- ANNUAL REPORT View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List Events No Name History i Home I Contact us I Document Searches I E- Filing Services I Forms I Hein I Cooyright and Privacy Policies Copyright © 2007 State of Florida, Department of State. Page 2 of 2 Entity Name Search Submit http: / / www.sunbiz.org/ scripts /cordet.exe ?action= DE'FFIL &inq_doe number- 656515 &inq... 6/10/2010 16D? r r raw- Bayview Park Phase 1 COLLIER COUNTY BID NO. 10 -5480 COLLIER COUNTY, FLORIDA Design Professional: Johnson Engineering Purchasing peprerent - 330? Tamianm Frail East • Nag;es, Panda 34112 • www.co'hetgo'•. net purcnas 0.g 16pi7 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 Johnson Engineering and identified as follows: Bayview Park Phase 1 as shown on Plan Sheets 1 through 77. EXHIBIT N: Contractor's List of Key Personnel 16D7 f PUBLIC NOTICE INVITATION TO BID Bayview Park Phase 1 COUNTY BID NO. 10 -5480 Separate sealed bids for the construction of Bayview Park Phase 1, 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 21st day of April, 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 31st day of March, 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, Bayview Park Phase 1 Bid No. 10 -5480 and Bid Date of April 21, 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.colliergov.net/bid. 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 Certificates of Insurance shall be either executed by or countersigned by a licensed GC -PN -1 (Construction Services Agreement_ Revised July 2009) 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 one hundred eighty (180) 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 19th day of March 2010. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Stephen Y. Carnell, C.P.M. Purchasing and General Services Director GC -PN -2 (Construction Services Agreement_ Revised July 2009) 16P7 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 and /or 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 his /her 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 Cci0ID:1il 16D7 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 Requirements 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. Right to Reject 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 26D? Section 5. Signing 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 -I B -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 Requirements 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 1607 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. The awarded vendor shall not be part of any State or Federal disbarment list. Local Vendor Preference: The Collier County Board of County Commissioners has adopted a Local Preference "Right to Match" policy to enhance the opportunities of local businesses to receive awards of Collier County contracts. A "local business" is defined as a business that has a valid occupational license issued by either Collier or Lee County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the business to provide the commodities or GC -I B -5 16D? 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. Post 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 Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, 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 Collier 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. When a qualified and responsive, non -local business submits the lowest price bid, and the bid submitted by one or more qualified and responsive local businesses is within ten percent (10 %) of the price submitted by the non -local business, then the local business with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity to submit, an offer to match the price(s) offered by the overall lowest, qualified and responsive bidder. In such instances, staff shall first verify if the lowest non -local bidder and the lowest local bidder are in fact qualified and responsive bidders. Next, the Purchasing Department shall determine if the lowest local bidder meets the requirements of Section 287.087 F.S. If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing Department shall invite the lowest local bidder to submit a matching offer to the Purchasing Department which shall be submitted within five (5) business days thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid from the lowest non -local bidder tendered previously, then award shall be made to the local bidder. If the lowest local bidder declines or is unable to match the lowest non local bid price(s), then award will be made to the lowest overall qualified and responsive bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S. and the lowest non -local bidder does, award will be made to the bidder that meets the requirements of the reference state law. Bidder must complete and submit with their bid response the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a Bidder to submit this Affidavit with their bid response will preclude said Bidder from being considered for local preference on this solicitation. A Bidder who misrepresents the Local Preference status of its firm in a bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. The County may, as it deems necessary, conduct discussions with responsible bidders determined to be in contention for being selected for award for the purpose of GC -I B -6 160 clarification to assure full understanding of, and responsiveness to solicitation requirements. 12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. 12.4 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.org /search.html). A copy of the document shall be submitted 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, GC -I B -7 D? 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. 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, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and /or 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: GC -I B -8 16D7 "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 -I B -9 , , C014nty Adnanistrat?ve Service Divtson "GtChasrig Memorandum Date: April 2, 2010 1607 Email: scottiohnsonacolliergov. net Telephone: (239) 252 -8995 FAX: (239) 252 -6588 I_1 a]11:4►1 Bill 4 From: Scott Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #1 — ITB #10 -5480 "Bayview Park Phase 1" The following clarifications are issued as Addendum #1 identifying the following change(s) for the referenced bid: 1. Additional plans 2. Changes to bid schedule If you require additional information please post a question on the el3id site or contact me (contact information above). c: Clint Perryman AddendumTemplate Revised. 3/25/09 1 ATTENDANCE SHEET 16D? NON- MANDATORY PRE -BID CONFERENCE Date: March 31, 2010 10:00 a.m. BID 10 -5480 "Bayview Park Phase I" PLEASE PRINT YOUR NAME: C' hri 5 qo. c 'r% YOUR NAME: Ue a nom! Gxfot YY+ —� ,166t.,sn „atnttrrna lhG Company Name 2350 Sf4n�� f Mailing Address ,c/ab 1e5. Fc 34112 City, Sfate ZIP Telephone: (M) -f 34- 0333 FAX Number: () ¢ 3 9 37d 'John 5 h Ejngt ! LYa Company Name j 2 _L�_ To h w) �So vl\ Mailing Address 1-or-4 FL- 33C(C) I City, State ZIP Telephone: (2-3a) FAX Number:( 1 ) 3-:54- 3661 Email address: djA IQ eer» Email address: * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** YOUR NAME:IYI'��10 GuI�T �cw'•w� cz Company Name Mailing Address �o M s �\' 335 e I City, State ZIP Telephone: FAX Number: ice) 333 " o5yo Email address: iY)4)c.>ao�C»I�i�o�:r. •cc��, ** YOUR NAME EII11:.. J, 'I}V.UAng ��o_u 5 \ k��•� 3Dr� � �..LiUCi0.��S Company Name 1938 '.,( N k)Q.e Mailing Address T r%mvers. 31m/ City, State ZIP Telephone: (23`x) 39i" 4970 FAX Number: o- It ) 331- 7810 Email address: cl������ kw'la w:'S0� • coM ATTENDANCE SHEET 16D? NON- MANDATORY PRE -BID CONFERENCE Date: March 31, 2010 10 :00 a.m. BID 10 -5480 "Bayview Park Phase I" PLEASE PRINT YOUR NAME: 756t, if "e YOUR NAME: ig✓+o SN'4r} 4,tit Company Name Mailing Address 3 7 rq C.ta C,R City, State ZIP Telephone: 3`O 7.� FAX Number. iIILW4 Q ,rw y v U � 41kvfPa P1( c- Com((pany Name 6 O A)< �c.Usic, ��JJ I�L✓L) SOIL dC12 Mailing Address tiliynw Lac -tv� F�_ zw 'S— City, State ZIP Telephone: (a3t) 3&`i oc,26' FAX Number: ( 23'1 ) 3€-�-j - L;'0013 Email address: � ati,v, i¢,, f �^ ?nw-c rP c, ast Email address: YOUR NAME: Company Name 3 G� Ntc t��G 4c\Jt=tiuja Mailing Address City, State ZIP Telephone: (2.36i) &4? 33 { 3 FAX Number: (23`) YOUR NAME: ��Ya• 'mRK�ta,G CaNS \CZIaG` \�K.+1�1 Company Name Mailing Address Mrs: %_v,cv -*Vi � . 33919 3 City, State ZIP Telephone: k _i a S FAX Number: Email address: 1 �A`�ia i�1� c� t� Email address: a. 1'L('nC�C2:vaE �oKStcacc�w��l• C.�v� 16D7 ATTENDANCE SHEET NON- MANDATORY PRE -BID CONFERENCE Date: March 31, 2010 10:00 a.m. BID 10 -5480 "Bayview Park Phase I" PLEASE PRINT YOUR NAME: p17_'L'/!) 4/(/Shf~ YOUR NAME: .4z7 S'Nv'/ %;% _sz?':< Company Name OS 10e.)313,3 Pore Mailing Address City, State ZIP Telephone: (L ) 92S 362> FAX Number: (4y Y ) -- M47e i A1lE, Company Name 3Y90 61k'4.2r1s>< Mailing Address ti'FtPt,6S, ;— 3yioy City, State ZIP Telephone: (z-4q _)&y5-53-33 FAX Number: (z3 / ) &Y3 - 3d9/ � M Email address: 101V14. EhSi 0-9 Email address: At,51Q �/LLpNbIK49IAit -C M YOUR NAME: Company Name vc- Mailing Address City, State ZIP Telephone: FAX Number: (a35 ) y 3 y 6 Email address: { t- RtiSS�If�' ��Pr 5c�. cam YOUR NAME: b Poe cr D -ya. ^IG FL lw e Company Na he C g I D 7—tzR) I_ 21 L-1/ n Mailing Address ,Jxga� ;_ City, State ZIP Telephone: (_�) FAX Number: ('Lil ) S�(- -p2.4 1/ Email address: COUNTY DEPARTMENTS REPRESENTED: NON - MANDATORY PRE -BID CONFERENCE Date: March 31, 2010 10:00 a.m. BID 10 -5480 "Bayview Park Phase P' Name iaff Jo�wsoej Name &&C7 A/ / � pj Name Name Name Name Name Name Name Name Name Name Name Name Name Name Name Department w &� Department Department Department Department Department Department Department _ Department Department Department Department Department _ Department Department Department _ Department 1607 , SECrION: 22 TOWNSHIP: 505 RANGE 25 E Platted Property Boundary Y � L. i Boyview Park Upland by Others Existing Rif to Remain — Noples Bay -- Notes: Property Boundary by Exisf ng Site Plan Johnson Engmeedng, Inc. SCALF 1 '= 100' BIIJ PLANS, NOT -A'OR CONS- rRUCTION HANS WILSON( ASSOC, INC. 3.3.10 1D 0 50 100 SCALE fEET Don7ord 51. ' Existing rop of Bonk 7Existing Mooring Piles I to be Removed /rExisting Seawall to be i Removed, 1121F Existing Seawall Along Nonh ^Side of Boat Romp to Remain Existing Boot Ramp to be Expanded Existing Fixed Wood Dock to be Removed, 5'w x 59'1 -- Existing Seawall to be Removed, 336 IF Existing Mooring Piles to be Removed Platted Propeny Boundary Mafah 03. 2010 4:0& 08 p.m. Drawing: JEI4MASTEP.DVIG SHEET 1938HWAve. F1. Myers, Flonda 3907 �p}N/ew ®�� /� ' ys Tel: :239- 334 -6870 Fox.239- 334 -7810 / - I� IC -- -"-'- MARINEondENV IRONMENTALCONSULTANTS TFC SECTION: 22 TOWNSHIP: 50 S RANGE 25 E Existing Rij to Remain H 9 Platted property Boundary 1607 0 50 100 SCALE FEET Danford St. C-xisling Top of Bonk — Naples Buy — B Noyes: Property Boundary and Proposed Site Plan Upland Site Improvements by SCALE 7"= 700' Johnson Engineering, Inc. Bf,9 R14YVS, NOT FOR CONSTRUCTION ; HAN5 WILSON & ASSOC , WC 3.3.70 —Proposed Flootino Dock Platted Property Boundary -Proposed Seawall to Replace Existing Suawoll, 326 LF with two panel return on south and thcrch 03, 2010 4:08:06 p.m. DI.M., JE14MASrH DWG SHEET 1936HfIlAve. Ff. Myers, Florida 3a07 Tel:239-334-6870 Fox.-239-334-7810 , f ,,� BayviewPark 2115 MA k'INE and ENVIRONMENTAL CONSULTANTS TFC I _--,proposed Seawoll to Replace Existing Seawall, 715 IF with two panel return on the north end arryview Fork Upland by Others : '--Proposed Fixed Wood Dock Proposed Boot Romp Expansion and Extension Proposed Fixed I Wood Dock Access — Naples Buy — B Noyes: Property Boundary and Proposed Site Plan Upland Site Improvements by SCALE 7"= 700' Johnson Engineering, Inc. Bf,9 R14YVS, NOT FOR CONSTRUCTION ; HAN5 WILSON & ASSOC , WC 3.3.70 —Proposed Flootino Dock Platted Property Boundary -Proposed Seawall to Replace Existing Suawoll, 326 LF with two panel return on south and thcrch 03, 2010 4:08:06 p.m. DI.M., JE14MASrH DWG SHEET 1936HfIlAve. Ff. Myers, Florida 3a07 Tel:239-334-6870 Fox.-239-334-7810 , f ,,� BayviewPark 2115 MA k'INE and ENVIRONMENTAL CONSULTANTS TFC I SECTION. 22 TOWNSHIP: 50 S RANGE: 25 E Existing Seawall Along North Side of Boot Romp to Remoj 24° wide by 4" deep flome steel grate cover that directs ramp runoff to temporary detention basin Approximate location of Mean High MaterLine- Existing Seawall To Be Removed, 60 IF with approx. 150 Cy to be excavoled� Existing Sidewalk Portions to be Removed for Boot Ramp Extension Boyview Park Upland by Others Existing Concrete Walkway to Tema A 16 D 1,,7 1 - - - - -' 0 10 20 SCALE FEET 'I Proposed Seawall to Replace Existing Seawall, 7751E with �r two panel return on I the north end 1 70" Bull Diameter Piling, 10' on center ©' Proposed Fixed Wood Dock, 4'w x 50'1 bol 1�oP1e5 Proposed Extension to Existing Boat Romp to Meet the Proposed Expansion Proposed Boat Romp Expansion `-4" Droin Pipe '�- -�_ '� Proposed Seawall to Replace 326 IF with ,I �,� Existing Seawall, / Cn Iwo pone/ return on south end Proposed Temporary Detention Basin, Proposed Floating 70Sv x 70'l and approximately l' Deck -See Detail B deep, Side Slopes 2:1 0 Pr0/�OSL'C� ®L'tpl, sQ Notes.: Property Boundary by Johnson 6igineenng, Inc. SCALE. V = 20' BLLJ PLANS; NOT FOR CONSTRUCTION uorcn 03. 2010 4:09:De p.m. Drawing: JE14MASTRDWD \ HANS WILSON & ASSOC. INC. 3.3, l0 SHEET ' \\ — 1938 Hill 334- fC Myers, Florida 78701 ; q)T ew Par/_ 3 l Te1:239 -33? -6870 Fox! 239-334-7870 _ FS - — MARINE and ENVIRONMENTAL CONSULTANTS TFC SECTION: 22 TOWNSHIP 505 RANGE: 25 E 0 75 30 SCALE FEET Wood Safety Railing r along Seawall for Length of Floating / Dock, 739LFtotol Boyview Park Upland by Others Wood Solely Roiling along Seawall for Length of Floating Dock, 739 IF loin FDOT Index #870 Aluminum Pipe Handrail doted 1. 1.08 along Iendward side of flouting dock, 94 IF total— Existing Concrete Walkway to remc ,r Notes: Property Boundary by Johnson Engineering, Inc. / i i t 6n ��' ---T -- FDOTlndex :F870AIuminum f Pipe Hondroil dated 1.1.08 20' ( along landward side of floating dock, 94 IF total Wood Safety Safety Roiling around the Dock 1 Fixed Wood Dock Access, 20 IF i–�Proposed Fixed Wood Access, ,,/50' � 5h• x 119 and 101v x 10'1 1 �- Proposed Concrete Floating : Dock, 750'overcH ---L -- Proposed Gongwoy, 5'w x 45'1, ( ovedopping Floating Dock by 6 IF –6'w by 507 Section of the Floating Dock to be Leh Open /or Romp and Access Clearance ri I Proposed Steel Pilings i with External Guides Proposed Seawall to Replace Existing Seawall, 326 LF with ltwo panel return on south end r i r i i i( I '�-- Platted Property Boundury ( BID RZAMS, JVOT -FOR CONSTP.I/CTJ0.1V HANS WILSON & ASSOC.t INC. 7 938 Hill Ave. Ft. Myers, Florida .173907 Tel:239 -334 -6870 Fcx:239- 334.7810 MARINE and ENVIRONMENTAL CONSULTANTS 3.3.70 G Goo \ka l IOdes TFC ftjoiew - .- r .. SCALE V= 30' Mares D3. 2DID 4:08:06 V., Drawing: A14MA571i _DWG SHEET 4/15 SECTION 22 TOWN5HIP. 505 RANGE: 25 E 2"x 6" Non -CCA bzated Decking, 1— 4.0' Elevation to match Seawall Notch Piling to Allow /or Stringer /nsta!lalion 4.0' 518 "Diameter Lag Bolt Replace Existing Seawall IO" Butt Diameter Pressure Treated Wood Pile, IO' on center. Minimum Pile Length is 24' ,2 "x 8" CCA treated Stringer on 16 "canters max. 2 "x 70 "CCA treated Pile Cop — 57B" Diameter a Through Bolts MHW = 7.6' NGVD ML = - 0.3' NGVD Exishn Grode PVC Wrapped from Vabove MHWL To P Below Mud '.� Line (TYp.) 70" Butt Diameter Pressure Treated Wood Pile, 10' on center. Minimum Pile Length is 72' Section eA -A SCALE I " =4' BID PL4JVS, NOT FOR CONSTRUCTION HAN 938 IILS�ON & ASSOC�390 C. c Te1:239- 334.6870 fox., 239- 334 -7870 'MARINE and ENVIRONMENTAL CONSULTANTS 1607 0 2 4 SCALE FEET Pfoposed Seawall All concrete shall be 4,000 PSI All born shall be hot dipped galvanized and have a minimum concrete cover of 3". Ponelz 8" thick and 4' wide by 76' long (minimum) with (6) 05 vertical bars and #4 bars on 78 °center, horizontally. Tiebacks: Tie seawall cap will) #6 rods, hot dipped galvanized encased in poly tubing, rods on 10' centers. Tie cop to the deadmon with a 90 degree turn. Concrete Cap: 72` tall by 18" wide, reinforced with (4) 05 bars with 4'3 stirrups on 24" centers, lied to deadmon at outside bars. Deadman. a cy concrete on IO' centers, setback 18' from cap with 2' of soil coverage. Seawall panel penetration shall be o minimum 40% of overall length. One expansion joint shall be installed every 50'm the seawall cap. Mvch 03, 2010 4:06:06 p.m. Drawing. JE141.IA5 ER.DWG 3.3.70 SHEET SayvieW Park 5115 TFC 16D7 SECTION: 22 0 5 10 TOWNSHIP.- 505 RANGE: 25 E SCALE FEET Proposed Seawall with 8" fhick by 24" wide by 4" deep flume 4' wide panels of varying Lengths wifh steel grate cover that with (6) 05 vertical bars and #4 One expansion joint will directs romp runoff to bars on 18" centers horizontally_, be installed every 50'_ temoorary detention bosin� 5' NGVD 4 NGVD I� (—Toe of Romp of -4' MC IN �_ rte_ 1 MHW 1.6'NGVD Iop� .Mo.tc — — _ `_�— 26k 72.350" Cast - In -Ploce �4x72.3k8" Precast Slabs Slob wl e5 flat Dipped " with a 4° Gop between Galvanized Rabor on 12" minimum Minimum 2' Diameler -6 of #57 Slobs lTyp.J Grid above MHWL Rocks an top a / Filter Stone on Filler Cloth Cloth, Top Elevation No a� Section B- Shollaverfhnn -3'MCW SCALE 1"= 70' Stainless Steel Coble as Slob Cc (Typ.) Clamp Cable Around i95 3" minimum Precast Slab Details 0 2 4 SCALE FEET t 4.. 0' 1 12 °o.c. Each Way B" Notes.' All depths reference NGVD. SCALE 1 " = 4' March 03, 2010 4:08:0E p.m. g%Q PL,4Ar.S, 2 /0T FOR C0l'USTfiiJCT70N Crowing: JE141d ASTEReWG HANS WILSON & ASSOC. INC. 3.3.70 ® a SHEET 1938 Hill Ave. Ft. Myers, Florida .3901 ® ®ew Par Tel :239- 334 -6870 Fax: 239- 334 -7810 TFC Pi k 6115 A, ARINE and ENVIRONMENTAL CONSULTANTS SECTION: 22 TOWNSHIP: 50S RANGE: 25 E Realigned Concrete Walkway, by Others- 42' 29.7' -- -- 72.3 — -- Existing Seawall Atonq Proposed Excavation North 5'd /8 ' Approx. 750 cy 0 5 10 SCALE FEET Proposed Seawall with 8" thick by 4' wide panels of varying lengths with (6) #5 vertical burs and ;5,t bars on 18" centers horizontally C a Oar Romp to Remain Existing Seawall 4 5' NGVD to be removemoved- ' MHW = 1.6' NGVD \�_ � -- MLW-_02NGV12__.__..___ _.. on Filler Cloth Section C -C SCALE: 7 '= 10' Notes: All depths reference NGVD. 26' 12.3'8" Cost-In -Place Slob wl #5 Hot Dipped Galvanized Rebor on 72" Grid above MHWL March 03, 2010 4:08:06 p.m. 9f0 PLANS, NUl' 1P0/? C0.1ViSTRUC7f0/V 01.w1119: X14MASIER DWG HANS WILSON & ASSOC. INC. 3.3.70 5H - 7 1938 Hill Ave. Ft. Myers, Hondo Y39U7 ayv ew Park 7�%5 r Tel.239 -334 -6870 Fax: 239 - 334 -781 U TFC ® �i ' MARINE and ENVIRONMENTAL CONSULTANTS SECTION. 22 TOWNSHIP 505 RANGE: -95E 2 "x 6" Top and Side Rails with 4 "x 4" Posts on 5' centers and 2" x 2" Balusters on 5" centers- 11 Realigned 2 °x 8" CCA Concrete 2 "s 6" treated Stringer on Walkway by Non -CCA 16" centers max Others -.\ treated Decking F 6 n6'x5' past wijh ¢' ;Pen. etratran min; Proposed Seawall All concrete shell be 4,000 PSI. All bars shall be hot dipped galvanized and have a minimum concrete cover of 3". Panels: 8" (hick and 4' wide by 76' long (mirninumJ with (6)&5 vertical bars and #4 bars on 78" centers horizontally. Tiebacks: Tie seawall cop with #6 rods, but dipped galvanized encased in poly tubing, rods on 10' centers. Tie cap to the deadman with c 90 degree turn. Concrete Cop: 12'011 by 78" wide, reinforced with (7) #5 bars with #3 stirrups on 24" centers, tied to deadman at outside burs. Decidmon: s cy concrete on I0'remea, setback I B' from cap with 2' of soil coverage. Seawall panel penetration shall be o minimum 40% of overoll length. One expansion joint shall be installed every 50' in the seawall cap. IN iili-11111 iiYii 1607 0 2.5 5 SCALE FEET =7 "x l0" Concrete CCA treated Floating Pile Cap Dark " 6" _ _MH_W =_ 1.6' NGVD M1W -- 0.3'NGVD PVC W upped ham 1' 'Gave MINWL To I' Below Mud Line (Typ.) •,,Sly r��rode 10" Butt Diameter Pressure Treated Wood Pile, 10' on center. Minimum Pile Length is 20' l0" Butt Diameter Pressure Treated Wood Pile, 10' on center. Minimum Pile Length 1s 12' Proposed Seowall to Replace Existing Seawall " Concrete Floating Docks As fngineered And Manufactured by Bellinghom Morine Industries, Inc. or Engineers Approved Equivalent. Floating Dock will be Cut Out for Pomp and Access Clearance, Sect6 ®n ®-_® 5CACE..7" = 5' 91D PGf1NS; NOT F'OR CONSTRUCTION Notes: All depths reference NGVD Llarch 03. 2010 4,08:05 p.m. amwing: J@4k1AS7e.01v3 HANS WILSON & ASSOC INC. 3.3.70 SHEET 7938 Hill Ave. Ft Myers, Florida ,3901 ®a8 view Plark �/�5 \.-_ ]eINEonf ENVIR0 Fax: 239 -33 NSUL TFC ® J �`NARINf and ENVIRONMENTAL CONSULTANTS SECTION: 22 TOWNSHIP: 50 5 RANGE 25 E 2 "x 6" Top and Side Rails with 4 "x 4 "Pos4s on 5' centers and 2" x 2" Balusters on 5" centers Proposed Seawall All concrete shall be 4,000 P51, Ail bars shall be hot dipped galvanized end have a minimum concrete cover of 3 ". Panels. 8" trick and 4' wide by 76' long (minimum) with (6) #5 vertical burs and '4 bars on 18" centers horizontally. Tiebacks: Tie seawall cop with #6 rods, hot dipped galvanized encased in poly tubing, rods on l0' centers. Tie cap to the deadmon with a 90 degree turn. Concrete Cap: 72 "tall by 78 "wide, reinforced with (4) ,i5 bors with 03 stin'ups on 24' centet, tied to deadmon at outside bars. Deadman: z cy concrete on 10' centers, setback 78' from cap with 2' of soil cc verago. Seawall panel penetration shall be a minimum 40%' of overall length. One expansion joint shall be installed every 50' in the scowall cop. Concrete Floating Docks As Engineered And Manufactured by Bellingham Marine Industries, Inc. or Engineers Approved Equivalent. Floating Dock will be Cut Out Around the Fixed woad Access Dock. Notes: All depths reference NGVD. 16D7 0 2 4 SCALE FEET 72" Diameter Steel Pile, top at 12' NGVD Floating Dock 70' wide FDOT index #x870 Aluminum Pipe Handrail doted 1. 7.08 along landward side of floating dock Concrete Floating — 7.6' NGVD —Mt = - 0.3' NGVD Section E -E SCALE.. 1 " = 4' March 03, 2010 S: D8: 06 p.m. B10 PLANS, NOT FOR CONSTRDC770N D, .m,: sEismnss6w.Dw6 HANS WILSON & ASSOC /N C 3.3.10 SET 7938 Hill Ave. Ft Myers, Florida .713901 �®eW Ork [91;75 Te1239- 334.6870 Fox: 239- 339 -7870 i !S " `MARINE and ENVIRONMENTAL CONSUL TANTS TFC 6T TECHNICAL SPECIFICATIONS PAGE I Demolition and Disposal Demolition will include the tearing down of the existing Axed wood dock, 5W x 597, the removal of all (693) existing mooring piling along the seawall face, the demolition of 446 If of existing seawall, and the excavation of approximately 150 cy of material in the footprint of the boat ramp expansion. Proper disposal of all demolition products, including the backfill from behind the seawall, and submerged debris is the responsibility of the CONTRACTOR. Maintenance of Traffic The Contractor wili maintain tratTc within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. The Contractor will be responsible for constructing and maintaining detours and furnishing, installing, and maintaining traffic control devices during construction. The Maintenance of Traffic plan Includes all facilities, devices, and operations as required for safety and convenience of the public within the work zone. The Contractor will maintain traffic over the portions of the property discussed with the client and Engineer. The Contractor will repair any damage to the existing pavement that occurred during the maintenance of tralrc timeframe. Preservation of Property The Contraclor will preserve from damage all property which is in the vicinity of or is in anyway affected by the work, the removal or destruction of which is not specified in the plans. This applies to public and private property, public and private utilities (except as specifically directed), trees, shrubs, sidewalks, signs, monuments, fences, guardrail, pipe and underground structures, and public pavement. Natural wear and tear resulting from legitimate use by the Contractor is an exception. Direct special attention will be paid to the protection of all survey control monuments, horizontal or vertical, located within the limits of construction. The Owner will not require the Contractor to provide routine repairs or maintenance. The Contractor will repair, at no expense to the Owner, all damage caused by the construction operations. In case of failure on the part of the Contractor to restore such property, road or street, or to make good such damage or injury, the Engineer may, upon 48 hours notice, proceed to repair, rebuild, or otherwise restore such property, road, or street as may be deemed necessary, and the Owner will deduct the cost thereof from any monies due or which may become due the Contractor under the Contract. Nothing in this clause prevents the Contractor from receiving proper compensation for the removal, damage, or replacement of any public or private property, not shown on the plans, that is made necessary by alteration ofgrade or alignment. The Engineer will authorize such work, provided that the Contractor, or his employees or agents, have not, through their own fault, damaged such property. Contractor's Use of Streets and Roads When hauling materials or equipment to the project over roads and bridges on the county road system, or city street system, and such use causes damage, immediately, at no expense to the Owner, repair such road or bridge to as good a condition as before the hauling began. The Owner may modify the above requirement in accordance with any agreement the Contractor might make with the governmental unit having jurisdictlon over a particular road or bridge, provided that the Contractor submits written evidence of such agreement to the Engineer. The Owner will not allow the operation of equipment or hauling units of such weight as to cause damage to previously constructed elements of the project, including but not necessarily limited to bridges, drainage structures, base Course, and pavement. Do not operate hauling units or equipment loaded in excess of the maximum weights specified by FOOT on existing pavements that are to remain in place (including pavement being resurfaced), cement - treated subgrades and bases, concrete pavement, any course of asphalt pavement, and bridges, The Engineer may allow exceptions to these weight restrictions for movement of necessary equipment to and from its worksite, for hauling of offsite fabricated components to be incorporated into the project. B10 PLANS, NOT FOR C0A1SFj- UCT10N HANS WILSON & ASSOC INC. 1938 Hill Ave. Ff. Myers, Florida .13901 Tel Fox: 239 - 334 -78 i 0 - "-- 'MARINE and ENVIRONMENTAL CONSULTANTS March 03, 2010 4:0a. 06 p.m. 0rcWho: JEMIASTER.OWG 3.3.70 SHEET IF., ayv ew 2-Urk 110115, 1607 TECHNICAL SPECIFICATIONS PAGE 2 Existing Utilities Do not commence work at points where the construction operations are adjacent to utility facilities or other property, until making arrangements with the utility facilities to protect against damage that might result in expense, loss, disruption of service, or other undue inconvenience to the public or to the Owners. The Contractor is solely and directly responsible to the Owners and operators of such properties for all damages, injuries, expenses, losses, inconveniences, or delays caused by the Contractor's operations. The Owner will make the necessary arrangements with utility Owners for removal or adjustment of utilities where the Engineer determines that such removal or adjustment is essential to the performance of the required construction. The Owner will not consider relocation or adjustment requests based on the Contractor's proposed use of particular method of construction or particular type of equipment as essential to the construction of the project if the Contractor could use other common methods and equipment without relocating or adjusting the utility. The Engineer will determine the responsibility for any such required adjustments of utilities. The Cootractor shall make all requested relocations or adjustments because of delivery to the job site of Contractor furnished materials, at no expense to the Owner. Construction Fence The Contractor will erect temporary fencing as a first order of business in order to maintain security of materials on the sire. This should also be done for the protection ofpedestrians who are likely to gain access to the project from the adjacent property. Docking Facility Construction Fixed Wood Dock., Live Loading. E0 psf Decking 2'k6 "non -CCA treated lumber Dock Piling., 10" butt diameter on 70' centers with varying lengths Stringers.' 2x8 "on 16" centers max Pile Caps. 2 x10" double on the waterward bent Decking - Decking material will be a'1 dense Southern Yellow Pine, with a minimum retention of 0.4 pctnnn -CCA treatment. Decking will be surfaced dimensional lumber, with not greater than Y, "gap between boards. All decking will be placed bark side up to minimize cupping of boards. Ail decking will be fastened with stainless steel ringshanked 16d nails with (2) per stringer per board or 3" square drive stainless steel decking screws (2) per stringer per board. Piling - All wood pilings wilt be of Southern Yellow Pine meeting ASTM D25 specifications. Wood piling will be treated with CCA with a minimum retention of 2.5 prf. All piling will be PVC wrapped from i' below the mud line to II above the MHW line. All piling will be clearly and permanently marked with a brand, or manufacturer's certification which contains the following information; suppliers brand, plant designation, month and year of treatment species of timber, length and class of pile, type and retention of preservative used for treatment. A# pilings will be driven orjetted into the bottom. !(driven, care must be taken not to damage the piles. The top of all piles will be driven, jetted, or cut off at grade in such a manner that a# finished pile head surfaces will be on a horizontal plane unless noted otherwise. Dock piling will be cut off at 4'above the deck surface. PVC Pita Wrap - The Contractor will install Polyvinyl Chloride (PVC) pile wrap on all CCA treated piling from 1' below the mud line to V above the MHW line. The pile wrap will be commercial grade, minimum 30 -mfl thickness with a minimum ofa 24" overlap. Before installing wrap, pile will be cleaned, removing all foreign matter for the entire length to be protected. This Includes all existing surface projections (i.e. nails, bolts, large splinters) and any other surface condition that would penetrate or damage the wrap. Wrap will be secured with stainless steel nails on 10° centers along the seam and around the upper and lower rims, in accordance with manufacturer's requirements. BID PLANS, NOT FOR L'ONST.4UCTIOA7 HANS WILSON & ASSOC INC. 1938 MIl Ave. FI. Myers, Florida ,3907 Te1:239- 334 -0870 Fax: 239 - 334 -7870 -`MARINE and ENVIRONMENTAL CONSULTANTS March 03, 2010 +:08:06 p.m. Growing: de4MA5TER.0WG 3L3. 10 SHEET TFC Bayyiew Park 111115 TECHNICAL SPECIFICATIONS PAGE 3 Stringers - Stringers will be #2 dense Southern Yellow Pine and treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. The stringer adjacent to the seawall cap will be scabbed not less than 18 "per stringer end. The scab will be nailed to the stringer, with not less than (4) 16d stainless steel ringshanked nails or (4) 3" square drive stainless steel decking screws per stringer end. The scab and stringer will be bolted to the piling with 518" leg bolls. The intermediate and outboard stringer may be lapped not less than 18 or may be scabbed not less than 18" per stringer end The outboard stringer will be single bolted with 5/8" diameter through bolts, washers, and nuts to proximate piles. One 90 degree stainless steel twist strap will be installed or, each stringer, one per pile bent. Pile Caps - Pile caps ivill 6o #2 dense Southern Yellow Pine and treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. Pile caps will be double bolted with Sr8 'diameter through bolts, washers, and nuts. Lumber may be rough -cut to actual dimensions or rrnished dimensional lumber Pile cap ends will be chamfered at a 45° angle. Hardware - All bolts, nuts, washers, lag screws, screws, trim nails, straps, brackets and miscellaneous hardware will be hot dipped galvanized orstain less steel. All deck fasteners will be stainless steel, without exception. All through bolts will have washers on both sides of the lumber, bearing evenly on all surfaces. All bolts will be tightened to the manufacturer's recommended torque values. All exterior bolts that may protrude into slip spaces will be countersunk to avoid damage to boat hulls. All bolts will meet ASTM A -325 standards for boll type, stainless steel bolts, nuts & washers will conform to the requirements of ASTM A -320 and AS T11 A -153 standards for hot dipped galvanized treatment Handrailing - The handrailing around the dock access and along the seawall will be made from #1 dense Southern Yellow Pine, treated with Alkaline Copper Quat (ACQ) or Copper Azole (CA) with a minimum retention of 0.4 pcf. B will be 3.5' high and constructed of2'k2" balusters on 5" centers and 4'X4 "posts an 5' centers. The cap rail, top side rail, and bottom side rail are each 2'X6". The bottom side rail will be no higher than 5" from the deck surface. The cap rail, top side rail, and bottom side rail will be secured with (2) 3" square drive stain less steel bolts at each post, Each baluster will also be secured to the top and bottom side rails with (2) 25" squat drive stainless steel bolts. The posts wilt be bolted through the stringers with (2) 518" carriage boils. The handrailing along the landward side of the Boating dock will be aluminum pipe handrailing in accordance with FOOT Index #870 dated 1. 1.08. Floating Concrete Docks: It is intended that the concrete Boating docks will be as manufactured by Bellingham Marine (www.betlingham- manne.corn). Alternate manufacturers maybe quoted at the Contractor's option. Thespecifications produced by the manufacturer for the CONTRACTOR are included by reference and will be considered as part of the technical specifications for the construction, same as this document. Design of the Boating dock piles, including the length and penetration, will be Included as pans of the Boating dock Shop Drawings. Dimensions: 10' wide by 150' long overall - 10'w by 201 transition to a 4'w by 507 transition to a 10ty by 807 transition Live Loading. 50 psf Freeboard: 18" Dock Piling. number, size, and length as specified by dock manufacturer Piling top height 12.0' NG VD Piling guldes: External to the Boating system Gangway - The aluminum gangway is to be a law prorrle deck with integrat handrailing system. It will be constructed using 6061 -T6 aluminum with non -skid surfaces. The gangway will be 5'w x 457. The aluminum bolts, nuts, and washers will conform to the Federal Specification QQ- A -270a (1) as amended for aluminum alloy 6061 -T6. An isolating membrane will be installed between the gangways and the wood decking to avoid any reaction between the materials. A wear plate will be instated between the 36 "gangway landing plate and the Boating deck. BID PLANS, NOT FOR COArSTRIIL'TlOrV MANS WILSON & ASSOC INC. 7938 Hill Ave. Ft. Myers, Florida ,3901 ;- Te1:239- 334 -6870 Fox: 239 -334 -7810 ..'-MARINE and ENVIRONMENTAL CONSULTANTS Inarcn 03, 2010 4:09:06 p.m. Drawing: JFl4MA5JER.OWG 3.3.70 SHEET Bayv®ew Park 1 12115 TFC W, I6D7 TECHNICAL SPECIFICATIONS PAGE 4 Cleats -The CONTRACTOR will install 12" hot dipped galvanized steel dock cleats along the fixed and floating docks. The cleats will be placed 10' on center. The cleats will be bolted through the decking and wooden waters utilizing appropriately sized lag bolts. Some type of isolating membrane will be installed between the cleats and the deck boards / wooden waleis to avoid any reaction between the materials. Steel Piling Caps - All steel piling tops associated with the Boating dock will be fitted with conical PVC /HDPE piling caps. Piling caps will be black in color and sized to within z" of piling diameter. Piling caps to be held in place with a commercial grade adhesive. Boat Ramp Construction The ramp will be made o(a cast in place slab 12.3' across, 26' In length, and 8 "in thickness. The head of the ramp will match the existing ramp elevation and the toe of the ramp will extend to -4' MLW. A 24" wide by 4 "deep flume with hot dipped galvanized steel grate cover will be placed before the head of the ramp to catch to mp runoff and will direct boat drip water into the temporary detention basin as depicted in the attached drawings. Below the cast in place slab, the remainder of the ramp will be made of precast, reinforced, concrete slabs thatmeasure 12.3'across, 4'in length, and 8" in thickness. In addition, an extension will be added onto the existing ramp. The extension will consist of precast, reinforced, concrete slabs that measure 15' across, 4'm length, and 6" in thickness. It is the responsibility of the Contractor to field confirm the existing end of the ramp and make the necessary adjustments to meet the depth of the proposed ramp expansion. The concrete will be 4,000 psi and conform to FDOT Standard Specifications Section 400 Concrete Structures. All slabs will be reinforced with #5 hot dipped galvanized rebar an 12" centers in both directions. All reinforcements will have 3" minimum coverage and will be placed in the bottom face of the slabs. The slabs must be placed over a minimum 6" thick layer of 57 stone aggregate that will be placed over filter cloth, Each slab, including the cast in place slab, will be connected by 2 rings of 3/8" diameter -7 strand stain less steel cable embedded into the slabs and clamped around the #5 rebar, The loops will extend 3 "out from the slab and have an approximate spread of4 "as shown in the drawings. the loops will be tied together using stainless steel Nico connectors. The panels will be installed with a 4 "gap between them. The gaps should be riled with rock afterplacement. The head of ramp should match the elevation of the existing ramp. The toe of the ramp should be constructed loan elevation of4' MLW. The slope of the ramp will match the slope of the existing ramp. The finish should be 1 -Inch v- groove to ensure maximum traction for vehicles and trailers. The grooves should beat a 60 angle with the water -end of the ramp. Minimum 2' diameter rocks on top of filler cloth will be placed in a double row across the toe of the ramp expansion and the existing ramp extension. The lop of the rocks will be set no shallower than -3' ML W. Temporary Detention Area There will be a 10W x 107 temporary detention basin constructed as shown in the plan set. The detention basin wit/be 1' deep with side s lopes at 2: L There will be a 4" diameter drainpipe leading from the south end of the flume into the detention basin. Seawall Construction Afl vertical sheet panels will be jetted or driven into the bottom. Weep holes, 1 "in diameter, backed by fitter fabric will be installed 1.5' below the seawall cap every 4' center on each seawall panel to relieve hydrostatic pressure behind the wall. The cap will be reinforced as shown on the plans and tied to the deadmen with a #6 hot dipped galvanized tieback rod every 10'. All concrete will be 4,000 psi and conform to FOOT Standard Specifications Section 400 Concrete Structures. AU reinforcements will be hot dipped galvanized ASTMA615 Grade 60 and have 3" minimum coverage. The seams between the seawall panels will be backed with filler fabric from the cap down to an elevation or -5' ML W. The filter fabric will overlap the seam 18 "on each side. One expansion joint will be installed every ,50'in the cap. It will be X" wide and free and clear of ail debris. Expandable polyethylene joint rifler vdll be used with a '/: x z "layer of faint sealant on the top and bottom of the joint. -RfO PLANS, NOT FOR COW67RUC710Ar HANS WILSON & ASSOC INC. 1938 Hill Ave. Fr. Myers, Florida .3907 += Te1239- 334 -6670 Fox. 239- 334-7810 " - `MARINE and ENVIRONMENTAL CONSULTANTS 6lurch 03. 2010 a; 08: 06 p.m. Orar{n9: JG4Alp61ER0WG 3.3.70 r— SHEET rfc ayv®ew Park 113/15 1607 TECHNICAL SPECIFICATIONS PAGE 5 Panel Length Along Boat Rump,' The length of the seawall panels will vary based upon the exposed face along the side of the boat ramp as fbilows: Exposed Face Panel Length 6'to 5' 14' 5'fo 4' 12' 4'to 3' 10' 3' to 2' 8' 2'orless 6' Panel Length Atong Canab The seawall panels along he canal front will be 16' in length to accommodate the existing depths. Panel Details: Wall length. 115Onn north side of ramp and 326 ff on south side of ramp Panel dimensions: 8" thick x 4' wide x varying lengths (see above) Panel relntercement (6) #5 vertical bars and #4 bars on 18" centers hodzontalfy Cap dimensions: 12" fait x 18" wide Cap reinforcement (4) #5 reinforcements with #3 stirrups on 24" spacing Deadmen size. % cy of concrete, on 10' centers, set back 12' when the exposed face is 4' or less and installed to an elevation of 1.5' NGVD to allow for future construction, set back 18' when the exposed face is over 4' and Installed to an elevation of 2' NGVD allowing for 2' of soil coverage Tieback rods.! #6 hot dipped galvanized bars tied to deadmen with a 90 degree tum into deadman, on 10' centors, encased in poly tubing Attach New and Exisling Seawalls: The seawall along the north side of the boat ramp is to remain in place. Once the new seawall panels are installed, the new and existing caps and panels will be joined. At the location where the new seawall will join the existing wall, the concrete of the existing cap will be removed for a minimum distance of 18 "along the ramp. Four #5 hook bars with 90 degree bends in them will be installed overlapping the new and existing steel for a minimum of 18 "on each side of the corner. The new and existing steel will be tied together. Next the landward side of both seawalls will be excavated for a minimum distance of24"along the wall. The excavation will be from the cap down to I'below the mudtine on the front face. Plywood or other similar form material 12 "in width will then be installed on an angle to create a triangle at the location where the new and existing panels meet 4,000 psi concrete conforming to FDOT Standard Specifications Section 400 Concrete Structures will be poured into the opening and over the steel in the cap to seal the panel joint and complete the cap union. Turbidity Monitoring Turbidity monitoring will be perfonned in accordance with the FL Department of Environmental Protection Permit No. 11- 0275295 -001 & -002 and the US Arrey Corps of Engineers Permit No. SAJ -2o07 -2040, Construction Conditions The Contractor will comply with the July 2005 Standard Manatee Construction Conditions for in water construction and the Sea turtle and Smallfooth Sawfish Construction Conditions of March 2006. fill) PLANS; NOT FOR CONSTRUCTIO-/V HANS WILSON & ASSOC INC. 1938 Flit /Ave. Ft. Myers, Florida :3907 Te1r239- 334 -0870 fax: 239 -334 -781( - -MARINE and EN/IRON,WENTAL CONSULTANTS Morcn 03, 2010 4:08:05 p.m. Drawing: JE14MA57ER.DWG L3.70 SHEET X9)11- N Park 14/75 TFC TECHNICAL SPECIFICATIONS PAGE 6 Important Documents Documents relating to the proposed work include the following. It is the responsibility of the Contractor to make sure they have all necessary copies. • FL Department of Environmental Proteclion Permit No, 1 1- 02 752 95 -00 1 • US Army Corps of Engineer Permit No. SA✓- 2007.2040 • City of Naples Building Permits • Repod of GeofechnicajE,rp /oration Project No. 109- 049.02 from Forge Engineering, Inc dated July, 9, 2009 8/0 PZ,4AIS, NOT FOR CONSTRUCTtO-rV HANS WILSON & ASSOC. INC. 7938 Hill Ave. R. Myers, Fiend, Y3901 Te1:239- 334.6870 Fax: 239-334-1870 -`MARINE and ENVIRONMENTAL CONSULTANTS M:rcn 03, 2010 5: DE:G& p.m, Growing'. JEI4MA5TEIDWG 3.3.10 TFC SHEET �'CyyieW Park 15/1.5 E 0 _o I 0 N E 0 ;o 0 v I : REMOVE DRINKING {OUNTAIN AND -� PLUG PIPE SAWCUTvAND: REMOVE ASPHALT AND LIMEROEK'- iSIDEWALN TO BE REMOVED � 0 PILINGS TO BE REMOVED SIGNS TO BE RELOCATED SIDEWALK TO BE REMOVED 0® D SCALE IN FEET PROPERTY BOUNDARY SEAWALL TO BE REMOVED AND REPLACED (,PIUNGS TO BE REMOVED SIGN TO BE RELOCATED _ EXISTING BOAT RAMP TO BE EXPANDED PALM TREE TO BE REMOVED DOCK TO BE REMOVED PILINGS TO BE REMOVED SEAWALL TO BE REMOVED AND REPLACED RIP -RAP TO BE REMOVED AND REPLACED p' REGISTERED PROFESSIONAL ENGINEER FLORIDA 'Y a LICENSE NO 38649 i z CHRISTOPHER D. HAGAN, PE PATE i II �� 2350 STANFORD COURT DEMOLITION NAPLES, FLORIDA NAPLES, 4112 PLAN -0333 PHONE (239) 434 -0333 FAX (239) 434 -9320 ENGINEERING E D. #642 OAi GFpJECT No. No SCALE SHEET MARCH, 2010 200/]229 -02 22 -50 -2s AS SHOWN 2A E m 0 n E v in N 0 i 0 w 0 a v 0 b 0 50 00 SCALE IN FEET PROPERTY BOUNDARY 45 LF'OF 24' TYPE 11 TRENCH; DRAIN - WITH H -20 TRAFIQ RATING'GRATE - PROPOSED SEAWALL GRATE -5.00 - `,1NV. (N) -4.00 _ PROPOSED FIXED INV., (S) -. 3.00 WOODEN DOCK PROPOSED PROPOSED BOAT ASPHALT A RAMP EXPANSION AND EXTENSION ADS YARD DRAIN PROPOSED GRATE = 3.90 SIDEWALK �A INV. (BE) = 1.00 21 LF - 12" HOPE 22 LF - 12" HOPE (( ADS YARD DRAIN — GRATE = 190 ADS YARD DRAIN INV. (NW) = 1.00 GRATE - 3.75 INV. (NW) = 1.00 PROPOSED _ PROPOSED PRE - TREATMENT AREA FLOATING DOCK TOP = 4.75 - -' SWALE BOTTOM = 3.75 ROPOSED _ PROPOSED SEAWALL CUT SUMP AND MANATEE PROTECTION DEVICE FOR FUTURE 24" RCP r CONNECTION PROPOSED SEAWALL EXISTING RIP -RAP TO BE REMOVED AND REPLACED FOR SEAWALL REPLACEMENT (WITH FILTER FABRIC UNDERLINER) O REGISTERED PROFESSIONAL ENGINEER FLORIDA a LICENSE NO 38649 v CHRISTOPHER D. HAGAN, PE DATE 2350 STANFORD COURT SITE I rel 12 ilk NAPLES, FLORIDA 34117 PLAN PHONE (239; 434 -0333 FAX (239) 434 -9321) ENGINEERINGI_H „642 DAIS PROJECT No. FILE No SCALE SHEET MARCH, 2010 P00/J229 -02 22 -50 25 AS SHOWN 29 NOTE: EDUCATIONAL SIGNAGE INCLUDES "MANATEE BASICS FOR BOATERS ", "THE FLORIDA MANATEE ", "FLORIDA'S SEAGRASSES ", AND "NOTICE TO RECREATIONAL AND COMMERCIAL FISHERS ENGINEERING 2350 STANFORD COURT NAPLES, FLORIDA 34112 PFIONE (239) 434 -0333 FAX (239) 434 -9320 F.B. #642 10 (J f 0® 0 SCALE IN FEET PROPERTY BOUNDARY I RELOCATED MONOFILAMENT - LINE RECYCLING CONTAINER AND SIGN RELOCATED "AVOID PROPELLER CUTS THROUGH SEA GRASSES" SIGN "IDLE SPEED -NO WAKE" SIGN AND "CAUTION- MANATEE AREA" SIGN SEAGRASS SIGN (INSTALLED AND MAINTAINED BY HAMILTON HARBOR PER FDEP PERMIT NO. 11- 0226196 -001) EXISTING "MANATEE ZONE 30MPH IN CHANNEL SLOW SPEED OUT OF CHANNEL" SIGN REGISTERED PROFESSIONAL ENGINEER FLORIDA IICF,NSE NO 39649 CHRISTOPHER D. I {ALAN, HE GATE SIGN PLAN )ATE PROJECT N0. FILE N0. SCALE SHEET MARCH, 2010 200]1229 -02 22 -50 -25 AS SHOWN 21 E o° 0 0 o 0 " EDUCATIONAL SIGNAGE N BAYVIEW PARK EMERGENCY CONTACTiNFOR A,TTON''. AND ENVIRONMENTAL POLICIES 5f0y E r % �} "SMALLTOOTH I SAWFISH" SIGN z BROCHURE'��� I CANISTER �I RELOCATED "BOATER'S GUIDE TO COLLIER / a; COUNTY' SIGN / NOTE: EDUCATIONAL SIGNAGE INCLUDES "MANATEE BASICS FOR BOATERS ", "THE FLORIDA MANATEE ", "FLORIDA'S SEAGRASSES ", AND "NOTICE TO RECREATIONAL AND COMMERCIAL FISHERS ENGINEERING 2350 STANFORD COURT NAPLES, FLORIDA 34112 PFIONE (239) 434 -0333 FAX (239) 434 -9320 F.B. #642 10 (J f 0® 0 SCALE IN FEET PROPERTY BOUNDARY I RELOCATED MONOFILAMENT - LINE RECYCLING CONTAINER AND SIGN RELOCATED "AVOID PROPELLER CUTS THROUGH SEA GRASSES" SIGN "IDLE SPEED -NO WAKE" SIGN AND "CAUTION- MANATEE AREA" SIGN SEAGRASS SIGN (INSTALLED AND MAINTAINED BY HAMILTON HARBOR PER FDEP PERMIT NO. 11- 0226196 -001) EXISTING "MANATEE ZONE 30MPH IN CHANNEL SLOW SPEED OUT OF CHANNEL" SIGN REGISTERED PROFESSIONAL ENGINEER FLORIDA IICF,NSE NO 39649 CHRISTOPHER D. I {ALAN, HE GATE SIGN PLAN )ATE PROJECT N0. FILE N0. SCALE SHEET MARCH, 2010 200]1229 -02 22 -50 -25 AS SHOWN 21 i L7, y _ S IV 0 "%iI 0 SCALE IN FEET t L / PROPERTY BOUNDARY N ° SILT FENCE:- i 0 0 cli D � Y v FLOATING ° TURBIDITY PRESERVE AND �(�, BARRIER RESTORE AREA TO o PRE—CONSTRUCTION CONDITIONS i o z ) o °¢ � /l I V m (J Z 3 a tt 0 m 0 N w z I o REGISTERED PROFESSIONAL. ENGINEER FLORIDA a LICENSE NO 38649 0 z CHRISTOPHER D. HAGAN, PE GATE 2350 STANFORD COURT EROSION NAPLES, FLORIDA 34112 CONTROL PLAN PHONE (239) 434-0333 TAX (239) 434 -9320 ENGINEE R I N G F N. #64L DATE PROJECT N0. FILE. N0. SCALE SHEET MARCH, 2010 2007]229 -02 22 -50 -25 AS SHOWN 2D E 0 0 I 0 z° i E 0 w a 0 v 0 0 •11-19. - 1 1/2' TYPE III ASPHALTIC 8'� 45' CONCRETE (2 - 3/4' LIFTS) �B' UMEROCK BASE 64- WI.4nWi.4 -- (MIN. HER 100) WELDED MRE MESH y C 12' STABILIZED SUSGRADE COMPACTED SUBGRADE 03 BARD -(MIN. HER 40) (CONTINUOUS) NOTE: CONCRETE TO BE 3,000 PSI WITH CONTRACTION JOINTS AT 5' INTERVALS. SECTION A -A (CONCRETE SIDEWALK / ASPHALT DRIVE) N.T.S. 4 EXISTING GRADE EXISTING GRADE ELEV. _ }4.75 4, 1 4'.1 ELEV. - 14.75 BOTTOM ELEV. = 375 PRE - TREATMENT AREA I • � i■,, o -101 PHONE (239 8 434- 033 3 FAX (239) 434 -9320 ENGINEERING EH #64, REGISTERED PROFESSIONAL ENGINEER FLORIDA LICENSE NO. 38649 CHRISTOPHER o -.. MAGAN, PE DATE ..— SECTIONS LATE PROJECT N0. FILE NO. SCALE SHEET MARCH, 2010 200]7229-02 22-50 -25 AS SHOWN I 2E -SEAWALL CAP (ELEV. = 4.0) WELD AT '24" RCP (TO 8 CROSSING y �.\/ INSTALLED LATE)i) MANATEE PROTECTION -`\ IY_ ��� /// DEVICE -INV- = 0.6 (2) Y." X 11¢" X 3� `(4) X(2" 316 SS HEX 316 SS FLAT BAR HEAD LAG BOLT MANATEE PROTECTION DEVICE DETAIL DRAIN TYPICAL INSTALLATION DRAIN BASIN- OF NYLOPLAST DRAIN BASINS BASIN AND INLINE i; DRAIN -o I DRAIN DRAIN a 11II BASIN BASF �> WATERTIGHT ADAPTERS AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS CORRUGATED_ POLY PIPE LL - SMOOTHWA r PVC 75' 10" 3 � CHANGE CHANGE CHANGE CHANGE ELEVATION DIAMETER PIPE. DIRECTION NOTE PER NYLOPLAST -ADS DRAIN BASIN SPECIFICATIONS YARD DRAIN DETAIL N.T.S. RFGISTERED PROFESSIONAI ENGINEER FLORIDA LICENSE NO 38649 CHRISTOPHER 1) HAGAN, PE DATF ,[•,ON NAPLESTAFNOR", 1,2 DETAILS PHONE (239) 434 -0333 FA% (139) 434 -9320 ENGINEERINGF D "642 7ATE 7.' No NLE No. SCALE SHEET MARCH, 20101201'77T22 9 -02 22 %0 -25 AS SHOWN 2F • f rA CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Bayview Park Phase 1 BID NO, 10 -5480 Full Name of Bidder Kelly Brothers, Inc. Main Business Address 15775 Pine Ridge Rd. Fort Myers, FL 33908 Place of Business 15775 Pine Ridge Rd. Fort Myers, FL 33908 Telephone No. 2391482 -7300 Fax No. 239/482.8014 State Contractor's License #CGC 062389 State of Florida Certificate of Authority Document Number 656515 Federal Tax Identification Number 59- 2069592 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this 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 location 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 all 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 all 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 G/ 1607 BID SCHEDULE Bayview Park Phase 1 Bid No. 10.5480 Please input your prices online via www.colllergov.net GC -P -2 MATERIAL 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 furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this fist. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confir that we will use all manufacturers and materials as specifically outline a id specifications. Company: Kell rothers 1 c:; v xi 1il Signature: Dale bMR_'x '. Cresenle Bautista - 5775 Pine Ridge Rd. Forl Myers, FL 33908 A Florida Corporag n Section B (Exception requested to Bid specifications manufacturers and materials) r 2. 3. 4. 5. EXCEPTION MATERIAL EXCEPTION MANUFACTURER N/A NIA Please insert additional pages as necessary. Company: Kelly Brothers; Inc Signature: NIA Date: 04 121/10 Cresente Bautista - 15775 Pine Ritlge Rd. Fort Myers. FL 33908 - A Florida Corporation GC -P -3 1607 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 acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work 1. Asphalt Paving 2. Maintenance of Traffic 3. Floating Docks 4. 5. Company. Ke Brothen Qinne /urn 7 Florida Subcontractor and Address Gulf Paving, Inc. of Fort Myers, FL Traffic Control Products Fort Myers, FL Shore Masters Jacksonville, FL 15775 Pine Ridge Rd. Fort Myers, FL 33908 GC -P -4 16 D ,7 1 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, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the Agreement. Project and Location Reference 1. Caloosa Preserve Boat Ramp /Alva, FL Chester Young 2' Horton Park Shoreline /Seawall Cape Coral, FL Albert Pionke 239/574 -0475 3. Rich McConville Manatee Park Seawall / Fort Myers, FL 239/332 -2887 4' Sanibel Causeway Bridges /Fort Myers, FL Ron Brylski 504/827 -7689 5. Andrew Edwards Kosinksi Bridge Replacements / Placida, FL 800/226 -4178 6. Corkscrew Canal Improvements I Naples, FL Nick Kretis 561/682 -6245 Dated 04/21/10 M GC-13-5 others, Inc. Bidder :ff�reS� Bautista esente Bautista - 15775 Pine Ri a Rd. Fort Myers, FL'< Florida Corporation v g C N m r i a� � s Q U N z u ° a O N W O 6 G� o ry ym 9Ls$am' m °^ Y m n J m 11M u � J 2 m o o a W y N � 2 a 'g 9oi WW°mN�¢y¢ Pa6ua�'ggnN��i goqo °.. N a W 4 3 z W2 5 n02 a¢ m u a G oil Y F Zqa egy�i $' S P 5! Z V a m O E Z a S gS o gaw 2 i U 4 U N z qz S w y I 8 a rc m K w u U Fpps r' a rc N K ° N 6 O o � 0 V q 2 5 1607 Kk"LL YBRO IMRS, INC, 1607 'It-ill 15775 Pine Ridge Road - Fort Myers, FL 33908 Phone: 2391482-7300 -Fax: 2391482-8014 tl'_ . www.kellybros.net Collier Co. — Bayview Park Phase I - References Solicitation #10-5480 Jason Williams City of Marco Island, FL 239/389-5018 Nick Kretis South Florida Water Management 561/682-6245 Ron Brylski Boh Brothers Construction Co. 504/827-7689 Andrew Edwards York Bridge Concepts 800/226-4178 Ed Bugel Tampa Port Authority 813/905-5044 Eddie Martin Collier Co. Transportation 239/252-5795 01,16, 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 (Quantity) Cost Cost (Description) LF SY 1. Shoring SY 70 $85.00 $5,950.00 2. 3, 4. 5. TOTAL $ 5,950.00 Failure to complete the above may result in the Bid being declared non - responsive. Dated 04/21/10 BY: _ Cresente Bautista Cresente Bautista- 15 5 Pine Ridge Rd. Fort Myers, FL 33908 A Florida Corporation GC -P•6 car co�n>xy Administrative Services Division Purchasing BID #:10 -5480 (CHECK APPROPRIATE BOXES BELOW) 16D7 Affidavit for Claiming Status as a Local Business State of Florida (Select County If Vendor is described as a Local Business ❑ Collier County IN Lee County Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing Policy; A "local business" is defined as a business that has a valid occupational license issued by either Collier or lee County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorises 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. Post 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 Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, 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 Collier 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 information: Year Business Established in ❑Collier County or ® Lee County: 30 Years Number of Employees (Including Owner(s) or Corporate Officers): 43 Number of Employees Living in ❑ Collier County or 0 Lee (Including Owner(s) or Corporate Officers): 35 If requested by the County, vendor will be required to provide documentation substantiating the information given in this affidavit. Failure to do3awi111Vesylt in vendor's submission being deemed not applicable, Vendor Name: Kell rothers, IrW Date: 04/21/10 Signature: _ _ Title; Vice President STATE OF FLORIDA rese y Bautista 15775 Pine Ridge Rd. Fort Myers, FL 33908 A Flor(da Corporation ❑ COLLIER COUNTY ® LEE COUNTY Sworn to and Subscribed Before Me, a Notary Public, for the above State and County, on this 21 st Day of A.-.;I I (FATHER HAGLUND Note Public o " "' °w Notary t j '...o MV COMMISSION pDD643648 My Commission Expires: °Z1d5lil EXPIRES: FEB 25,2011 Bonded through L.. Slate Insuranr" (AFFIX OFFICIAL SEAL) GC -P -7 0 Dear Business Owner: SU01"' l Lee County'Tax Collector 2480 Thompson Street Fort Myers, Florida 33901 www.leetc.coni Tel: (239) 533 -6000 Local Business Tax Account: 0200066 1607 Your 2009.2010 Lee County Local Business Tax Receipt is attached below. Please detach the receipt and display it in a place that is visible to the public and available for inspection. The Leo County Local Business Tax Receipt is in addition to any other license or certificate that may be required by law and does not signify compliance with zoning, health or other regulatory requirements. The Lee County Local Business Tax Receipt is non - regulatory and is riot an ondorsoment of work quality. Your 2009 -2010 Local Business Tax Receipt is valid from October 1. 2009 through September 30, 2010. Annual account notices are mailed in August to the address of record at that time. Please follow the instructions on the back of this letter to transfer your Local Business Tax Account due to a change of business name, ownership, physical address or you are closing your business. I hope you have a successful year. Lee County Tax Collector D ©Inch 2nd display bollom portion and keep uppor portion for yeuf rmouls LSE COUNTY LOCAL BUSINESS TAX RECEIPT 2009-2010 ACCOUNT NUMBER: 0200066 ACCOUNT EXPIRES SEPTEMBER 30, 2010 ..Jf _..._ .________ on0agn m tha business of: CERTIFIED GENERAL CONTRACTOR Location 15775 PINE RIDGE no FT AAYERS Ft. 33908 KLLLY BROTHERS INC BAUTISTA.CRESENTE C 15775 PINE RIDGE nD F I MYLHS Ft.331108 THIS THIS IS NOT A DILL - DO NOT PAY C PAID 0171114134 -1 ON? V200911:06 AM r r 5U1 $50100 1607 Qualifier Certification Information crlprll2 3 0 1 ('Pali tier CoT t. i fi ic, I ili on I 11LO I In I. ion ,I Court.;. :S();iy d t'l 'C'."Or I LY C (m i I) i 5;s I one, !3 pt i n 1 0 on 114126120 10: 38 0 '-AM CD :11?1z: Co_ I 11, 1 px:; jlt z 796 QIJAIJT�TFR ND:a: ITIs Y'T: F C. IIAUFTSTA -CFH PA) CGC I I r; '180 COTINTY CO*.'P CARD: fJAA lIX!' I")"- £xp OPIC qi� •)nHj R1 fI W) ;3 - i1 0 i.l MA: K M"I MC, I �%'(: :. - . ; M, :X. - Y r'_IDI 1 ?Ti I'Ti,. REWN,: Fd) EXPWIT P;XP T)A,"L: 'F82 I UjO BOt4 110 l.. It. I:: c h" 'p'i I I f ieT :, ? r. uls ibili cy to korp 'i i I 1)'v;IIw ;!�' I ic[Isil�(q iII(1 rc'.rj�l) cllr cr.:i ;t');l r! ovide III) !.o cl"irc' conin�; for Collier ("milly Lj kt; 1 . , ' . I , '-'II "; 1�1 a;sy cl :v• o , wjd', ;'; ;,If n? w;It ion. STATE OF FLORIDA 1607 !� gg DEPARTMENT OF BUSYNESS AND PROFF.SSTUNAI, REGULATION d CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1.940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 KELLY BROTHERS INC 15775 PINE RIDGE ROAD FORT MYERS FL 33908 Congralulallons! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businossos ranee from architects to yacht brokers, from boxers to harboquo restaurants, and they keep Florida's economy strong. Every day we. work to improve the way we do business in order to serve you Lollar. For information about our services, please fog onto www.cRyfloridaliconse.conm- 'Ihere you can find more information about our divisions and the regulations that impact you, subscribe to department nowsletterr, and learn more about the Departmont's initiatives. Our mission at the Department is: License Flicienfly, Regulate. Fairly. We constantly strive to servo you better so that. you can serve your customers. Thank you for doing business in I'lorida, and congratulations on your new licensol DG -EACH HERE qd'a srArr:orFLORIDA ACTS 4435011 #W", 3;; DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION rQB0018370 06/09/09 080520136 QUALIFIED BUSINESS ORGANIZATION KELLY BROTHERS INC (NOT A LICENSE TO PERFORM'WORK. ALLOWS COI4PANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) IS QUALIFIED un,lnr tan pcovisiaus ur o,489 ru .oG.r i „n adem AUG 31, 2011 L0906Uy011” _ -- _ - -- - - - - - -- - - nc� 1 43 ;)01 1. STATE,OF FLORIDA, 'DNPARt'MENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION ' INDUSTRY -1,ICENSING. -BOARD SEQALO9oco9oi1fi2 L'ICENSE'NBR — - -- —— 06/09/2009 0805'L0136,r�B00183'TO The BUSINESS ORGANIZATION - Named below IS QUALIFIED. Under the provisions of,Chapter 489 FS, Expiration date: AUG 31, 2011 ,.(THIS IS NOT .:A,LICENSE TO PERFORM WORK. THIS ALLOWS . `.COMPANY''TQ.DO F3U.SSNESS'ONLY IF IT HAS A QUALIFIER.) KELLY BROTHFRS''_- -INC 15775 PINE RIDGE ROAD FORT: MYERS `. FL 33908 - CHARLIE CRIST CHARLES W. DRAGO - GOVERNOR �I tiRl'I AY F+S Pt (1UIRGU B`/ LArAr SECRETARY 16D7 STATE OF FLORIDA 'J / / / /// ° DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1850) 487 -1395 1940 NORTH MONROE STREET ' ,w a� TALLAHASSEE FL, 32399 -0783 BAUTISTA, CRF,SENTE CORONEL KELLY BROTHERS INC 7 -5775 PINE RIDGE ROAD FORT MYERS FL 33908 Congmtulalionsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbegue restaurants, and they keep Florida's economy strong. Every clay we work to improve the way we do husinoss in order to serve you better. For information about our services, please log onto www.nlyflorklaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about file Deparhnanl's inilialives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you bolter so that you can serve your customers. Thank yen for doing huslness in Florida, and con9ralulallons on your new license! DETACH IiF.RF Acs STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ' CONSTRUCTION INDUSTRY LICENSING BOARD SEC,IilL0e082e01028 LICENSE NBR --- — --`- — -- - -.1 08/26/2008 080009195 CGC0G2389 The GENERAL CONTRACTOR Named below IS CERTIFIRD7 - Under the provisions of "Chapter 489 FS. Expiration date: AUG 31, 2010 BAUTISTA, CRESENTE CORONEL KELLY, BROTHERS INC - - 9001 SAN CARLOS BLVD PORT MYERS FL 33912 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR ,„�� AI". I '�".110I -11 rlv i nInr SECRETARY Co 11t3r County Aln sfrafveServ(o®sL7vson pmcheshy Bid #:10-5480 Title: Bayview Park Phase 1 1607 1 Immigration Affidavit Certification This Affidavit 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 reviewing 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.S.C, Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ( "INA" ). 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 1988 Immigration Act and subsequent Amendment(s)) and agrees to abide by Collier County Employment Eligibility Verification System requirements regarding this solicitation. Company Name Kelly BrpKars, h)c Print Name Cr e ente Bauti 'f J Title Vice President Signature Oats 04/21/10 Cresente autis - 775 Pine Ridge Rd. Fort Myers, FL 33908 A Florida Corporation STATE OF Florida , COUNTY OF Lee The foregoing Instrument was signed and acknowledged before me this 21 st day of April 20 10 by Bautista who has produced or Tvoe Name) as identification. and Number) DIublic Signature r? 4^ HEATHER HAGLUND MV COMMISSION 8DD643648 V EXPIRES: FEB 25, 2811 Name of Nolery Public `"^ 8anded through 1.1 Stale Insurer.• _ X21 sl 11 Notary Commission Number /Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Collier County reserves the right, at any time, to request supporting documentation as evidence of the vendor's compliance with this sworn affidavit. GC -P -8 16D7 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 one hundred fifty (150) 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. Respectfully Submitted: State of Florida County of Lee Cresente Bautista , 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. Cresente has examined and carefully prepared its Bid from the Bidding D Drawings and Specifications and has checked the same in detai the statements contained herein are true and correct. (a) Corporation also deposes and says that it ocuments, including the Contract I before submitting this Bid; that The Bidder is a corporation organized and existing under the laws of the State of Florida which operates under the legal name of Kelly-Brothers, Inc. , and the full names of its officers are as follows GC -P -9 President Danny Kelly 16D? Secretary Danny Kelly Treasurer Danny Kelly Manager Cresente Bautista - Vice President The Manager/ Vice President is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken August 17, 2005 , a certified copy of which Is hereto attached (strike out this last sentence if not applicable). (b) Co- Partnership The Bidder is a co- partnership consisting of individual partners whose full names are as follows: The co- partnership does business under the legal name of: N/a (c) Individual The Bidder is an individual whose full name is N/A and if operating under a trade name, said trade name is N/A GC -P -10 Kelly Brothers, Inc legal entity BY: Crese Bautista Nar6e of Bidded I 3autista - 15775 Pine Ridge Rd. Fort Myers, A Florida Corporation 16 ,07 State o "' Flc rich Department of f State I certify from the records of this office that KELLY BROTHERS, INC. is a corporation organized under the laws of the State of Florida, filed on February 20, 1980. The document number of this corporation is 656515. I further certify that said corporation has paid all fens due this office through December 31, 2010, that its most recent annual report was filed on January 12, 2010, and its status is active. I further certify that said corporation has not fled Articles of Dissolution. Given under my hand and the Great Seat of Florida, rut Tallahassee, the Capital, this the I-onrleenlh dayo(.Iamary, 2010 Amhoii: I ion ID. 2pOiG fl29i %b0I1•ntJ- GS(S15 I ,o aulhemic air (I) Is trI lilicolo,visiI the roIIom m?, site, enter this IO, and then follow the mama i(- n: digdayed, hlq) Ole I-) Ie'sIIn1) iz,orglei III lhti•cr.11 tnd Memorandum Date: April 2, 2010 16D7 1 Email: scottiohnson(alcolliergov.net Telephone: (239) 252 -8995 FAX: (239) 252 -6588 From: Scott Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #1 — ITB #10 -5480 "Bayview Park Phase 1" The following clarifications are issued as Addendum #1 identifying the following change(s) for the referenced bid: 1. Additional plans 2. Changes to bid schedule If you require additional information please post a question on the eBid site or contact me (contact information above). c: Clint Perryman �'� AddendumTemplate Revised: 3125/09 1 1607 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. Local Vendor Preference Affidavit completed. 7. Immigration Affidavit Completed B. Certificate of Authority to Conduct Business in State of Florida 9. If required, the amount of Bid bond has been checked, and the Bid bond or cashiers check has been included. 10. Any addenda have been signed and included. 11. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 12. The mailing envelope must be sealed and marked with: <*Bld Number; 10-5480 <*Project Name; Bayvlew Park Phase 1 a0pening Date. 13. The Bid will be mailed or delivered in time to be received no later than the specified o2enina date and time, otherwise Bid cannot be considered. ALL COURIER - DELIVERED BIDS MUST HAVE THE AND PROJECT NAME ON THE OUTSIDE OF THE CO Bidder Name @nte Bautista Signature & Title ese a Ba tista - 15775 Pine Ridge Rd. Fort Myers, FL 133908 Florida Corporation Date: GC -P -74 :.:.. KNOW ALL MEN BY THESE PRESENTS, that we KELLY BROTHERS, INC. (herein after called the Principal) and Travelers Casualty and Surety Company of America (herein called the Surety), a corporation chartered and existing under the laws of the State of Connecticut with its principal offices in the city of Hartford and authorized to do business in the State of Florida are held and firmly bound unto the Collier County (hereinafter called the Owner), in the full and just sum of Five Percent of Amount Bid dollars ($ 57 of 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 Bayview Park Phase 1 Bid No. 10 -5480 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 accordance 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 $ 355.10 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. GC -P -12 2 'd bTO8284662 SJa4goJB FTTaN e94:60 OT Oa JdU 16D7 IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 21st day of April , 2010. Kel Brother , nc. Principal BY (Seal) Travel;SPwt.y and Surgtd Company of America Surety (Seal) ar es 'J. N so t ne t Countersigned i so LN Local Resident Producing Agent for Nielson, Hoover & Associates GC -P -13 6 'd bToGaBb6ca sjagjDjH RTTaN eg{,:60 01 02 ..du POWER OF ATTORNEY TRAVELERSJ� Farmington Casualty Company St. Paul Mercury Laurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, line. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St, Paul Guardian Insurance Company Attorney -In Fact No, 222181 Certificate No. 003512908 KNOW ALL MEN BY THFSE PRFSENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corpomtimrs duly organized under the laws of the State of Minnesota, that Farmington Casually Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, Thal United States Fidelity and Guaranty Company is a corporation duly organized under the Imes of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Laurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and (fiat the Companies do hereby make, constitute and appoint Charles D. Nielson, Charles J. Nielson, Mary C. Aceves, David R. Hoover, Gicelle Pajon, Olga Iglesias, Gloria McClure, and Arthur Colley of the City of Miami Likes Stale of!'_l4$ICIa _ , their true and lawful Auorney(s) -in -Fact, each in their separate capacity if more than one n armed above, to sign, execute, seal and acknowledge any and all bonds, recognizances. conditional undertakings and other writings obligatory in the nature thereof on behalf of Die Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNE S WHEREOF, the Compjgf have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of ebfuary L[lUl _0___ ' Farmington Casually Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Maine Insurance Company St. Paul Guardian Insurance Company 26th St. Paul Mercury Insurance Company Travelers Casualty and Surety Compaq ' ravelers Casually and Surety Company of America United States Fidelity and Guaranty Company 1 p?�yya+y ♦ rY 197 aeraM'alFa 'x 46�1re3�+s 195 �SE al ao ` / \,/,SEAL +i �"'8 ww State of Connecticut City of Hartford ss. By. Oeu ho_ on c P resdenl _ 26th February 2010 On this the day of before me personally appeared George N. Thompson, who acknowledged himself Im be the Senior Vice President of Fanningion Casualty Company, Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Laurance Underwriters, hta, SL Paul Fite and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surely Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the pi proses tha'cin contained by signing at behalf of the corporations by hinself as a duly authorized officer. a,7FTT In Witness Whereof, I hereunto set my hand and official seal My My Commission expires the 30th day of June, 2011. * ,e��{p A 58440.4 -09 Printed in U.S.A. ---- \f arie C. Tctr cult. Notary Public -- OF ATTORNEY IS INVALID WITHOUT TILE RED 16D? ,,.,S POWER OF ATTORNEY IS INVALID WITHOUT THE RED BG, This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to as for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any tune may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shalt be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or mom ARorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kon M. Johanson, the undersigned, Assisant Secretary, of Farmington Casualty Company, Fidelity and Gratuity Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 216t day of _April _ 20 10 _ _ w Knit M. Johann Assistant Secretary�— eeaV,y` nr v o`ftl'! ".t�9 J"�iSVyJ �t�rr txa4 W�� 3�y�'puIaa,. 9.3 26 0 197 � 1951 `+e a yS e. ati F StxCt %5�1M� �'�Jt �attra�' To verify the authenticity of [his Power of Memory, call 1 -800 -421 -3880 or contact us at www.travelersbond.com. Please refer in the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. RED BORDER C;ax�ier County Adndnistretive Selvic;os Division PureltaSblD SID #:10 -5480 (CHECK APPROPRIATE BOXES BELOW) 1-607 Affidavit for Claiming Status as a Local Business State of Florlda (Select County If Vendor is described as a Local Business ❑ Collier County ® Lee County Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing Policy; A "local business" is defined as a business that has a valid occupational license Issued by either Collier or Lee County for a minimum of one (1) year prior to a Collier 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. Post 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 Collier or Lee County in a verifiable and measurable way. This may include, but not be limited to, 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 Collier 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 information: Year Business Established in []Collier County or ® Lee County: 30 Years Number of Employees (Including Owner(s) or Corporate Officers): 43 Number of Employees Living in © Collier County or © Lee (Including Owners) or Corporate Officers): 35 If requested by the County, vendor will be required to provide documentation substantiating the Information given in this affidavit. Failure to dojo- wffh}esyflt in vendor's submission being deemed not applicable. Vendor Name: Signature: Date: 04/21/10 Title: Vice President STATE OF FLORIDA rese Bautista - 15775 Pine Ridge Rd. Fort Myers, FL 33998 A Florrda Corporation ❑ COLLIER COUNTY ® LEE COUNTY Sworn to and Subscribed Before Me, a Notary Public, for the above State and County, on this 21st Day of Notary Public My Commission Expires: (AFFIX OFFICIAL SEAL) GC -P -7 yrr ", HEATHER HAGLUND MYCOMM18SIDN #DD643648 ��.�� EXPoRES: FEB 25, 2011 Bonded lMOUCJh 1!!S!gtn lnSUrTnn �o, "4. w, Dear Business Owner: 1607 SUOU1z, Lee County Tax Collector 2480 Thompson Street Fort Myers, Florida 33901 www.leetc.com Tef: (239) 533 -6000 Local Business Tax Account: 0200066 Your 2009.2010 Lee County Local Business Tax Receipt is attached below. Please detach the receipt and display it in a place that is visible to the public and available for inspection. The Lee County Local Business Tax Receipt is in addition to any other license or certificate that may be required by law and does not signify compliance with zoning, health or ether regulatory requirements, The Lee County Local Business Tax Receipt is non - regulatory and is riot an endorsement of work quality. Your 2.009.2010 Local Business Tax Receipt is valid from October 1. 2009 through September 30, 2010. Annual account notices are mailed in August to the address of record at that time. Please follow the instructions on the back of this letter to transfer your Local Business Tax Account due to a change of business name, ownership, physical address or you are closing your business. I hope you have a successful year. el, , L � e 4� Lee County Tax Collector Det:rh 2nd display 11000111 portion and keep upper portion for YW recouls LEE COUNTY LOCAL BUSINESS TAX RECEIPT "` °" 2009-2010 « ACCOUNT NUMBER: 0200066 ACCOUNT EXPIRES SEPTEMBER 30, 2010 o._✓" oI: CERTIFIED GENERAL CONTRACTOR Location 15775 PINE RIDGE RD F T MYERS FL 33900 KELLY BROTHERS INC RAW IS T A.CRESENTE C 15775 PINE RIDGE RD FT MYERS FL 339()a SINESS TAX RECEIPT IS NON REGULAT THIS IS NOT A 17ILL - 00 NOT PAY PAID 01710,1 -W-1 DI'S00 OW21 /2009 11,06 AM $5800 Qualifier Certification Information 1607 Cr7i'11 iQ/ ()Lta I i 1, i(" Ccy I, i 1, icar I on It, Iormat.C)t I Coll "r col I Ity 'Ioar d oL counc y cotrini ;ni n no, Cs MI 3;1/2(,/20 10:38:0'AH 2 G Q!),%.J,T'11G3 pji3:t: CC F T C F H'I' 1 1-:1) COUNTY :-*OX.P (WM: 'A i X1A 119 9) :101 i1B . Lle ;N110 11177zli I W, 1'.XL'IJPT: N OL Y IAPNI-P `:XP DATE. I 8 2 0 1 A IN S I � vwtiw; I i 3 i 1 j I, V . a 1 1 hij fl'� 1 i col I :: i t :r "Incl rffl'i I r P M, N I 11 oi. I'to up !.a (I '*o C k7c)3;j cz; Lot Col I iur O)wtk y L3 I 9n j � tl c 1 'slu:f i, 1 1 r x1 nrry 6! i n I of 11' it ; o.- „F c STATE OF FLORIDA v DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ¢ `:g CONSTRUCTION INDUSTRY LICENSING BOARD 1.940 NORTH MONROE STREET rorv`l TALLAHASSEE FL 32399- -0783 KELLY BROTHERS INC 15775 PINE RIDGE ROAD FORT MYERS FL 33908 Congratulations! Willi this license you become one of the nearly one million Floridians licensed by the Dopadnnent of Businrss and Professional Regulation Our professionals and businesses range from architects to yacht brokers, from boxom to barbeque io5tauranis, and they keep Florida's econorny strong. Evcfy day we work to improve the way we do business in order to solve you heifer. For inforn .ration about our services, please log onto vrww.myfloridalicanse.conr. Thera you can find more information about our divisions and the regulations that impact you, subscribo to department nevrsletlers and learn more about the Department's initiatives. Our mission at the Drpariment is: Liconso Efficiently. Regulate Fairly. We MoNlelly strive to serve you bettor so that you can serve your Cusfomerr. I hank you rut doing husiness in Florida, and congratulations on your now license! tt- AC #,4/1 ?,201 . - DF PARI'MENT OF, E- - CONSTRU DETACH HERE STATE Or FLORIDA 16D7 I (850) 487 -1395 qd t S1A7E OF FLORIDA AC# 443b(I11` }-I =+ DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION QB0018370 06/09/09 080520136 QUALIFIED BUSINESS ORGANIZATION KELLY BROTHERS INC SNOT A LICENSE TO PERFORM WORK. ALLOWS C014PANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) IS QUAr IFISD mn Ar 0- f 01.409 e9 AUG 31, 2011 1,09060901162 JSINESS AND PROFESSIONAL REGULATION PION 'INDUSTRY :LICENSING BOARD r . .. - SEQ# 1,09060901162 r :' . i - LICENSE NBR 06/09/2009 080520t36,_QB0018370 The BUSINESS ORGANIZATi 6 Named below ISQUALIFIF:D'. tinder the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 ..(THIS IS NOT A.; LICENSE TO PERFORM WORK. THIS ALLOWS ..COMPANY''TO,DO 13VSINESS ONLY IF IT HAS A QUALIFIER.) KELLY . BROTHERS ,INC - 15775.PINE•RIDGE ROAD FORT MYERS - FL 33908 — - - CHARLIE CRISP - CHARLES W. DRAGO GOVERNOR - - �: W SECRETARY f)Ltil'I AY /1S RI (1lHhEU f3Y LAW _ STATE OF FLORIDA 1607 DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION 4 , CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 r. 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0703 BAUTISTA, CRESENTE CORONEL KELLY BROTHERS INC 15775 PINE RIDGE ROAD FORT MYERS FL 33908 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, antl they keep Florida's economy strong. Every clay we work to improve the way we clo business in orcler to serve you better. For information about our services, please log onto www.niy(lorl(laliceiise.coni. There you can fliul mare information about our divisions and the regulations that Impact you, subscribe In department newsletters antl learn more about the Deparinwnt's initiatives. Our mission at the Department is: t. icense Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH FIERF. nc# DO STATE OF FLORIDA DEPARTMENT OF BUSINESS' AND PROFESSIONAL REGULATION 'CONSTRUCTION INDUSTRY LICENSING BOARD 5EGiilLO80A2601A'LU 109/ ?.6 / ?.ODII 0000 LICENS�`NBR r 09195 .CGC062389 --- -- - -- - -.__._— _.. ._--- The GENERAL, CONTRACTOR ' Named below IS CERTIFIED' Under the provisions of`Chapter 489 FS. Expiration date: AUG 31, 2010 BAUTZSTA; CRESENTF CORONEL KELLY BROTHERS INC - - 9001` SAN CARLOS BLVD - FORT MYERS FT, 33912 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR ` SECRETARY v.�ni nv`n wnr_iv unr-n nv r Aim Clien1q- 04277____.__ _ ..._._ .___._._KELBR2 ._— -- -- _ lu ACORDM CERTIFICATE OF LIABILITY INSURANCE 09125/2009 X _— b'rioiioueca _. PROPI RIY ONJAGB THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Gulfshore Insurance, Inc. -. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4100 Goodleite Road North Ipvrnum��p 1 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ' tiles, FL 34103 -3303 SGIff OUT TD AU IDs _ _ S 2013046 X_ INSURERS AFFORDING COVERAGE NAIC p INSUREO INSURER& Starr Indemnity & Liability Co. NON OWNEDAUTOS Kelly Brothers, Inc. — ` —"-- -- "— — u -"` INSURLRR� Seabright Insurance Co -- 15775 Pine Ridge Rd. wsuRERc Amerisure Insurance Company Fort Myers, FL 33908 INSURER o URER0: INSUROTC: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMLD ABOVL FOR THE POLICY PERIOD INDICATED. NOTWIHISTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMFNT WITH RESPECT TO WHICH 1111S CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIHFD HEREIN IS SUBJECT TO AH THE TERMS, EXCI.OSIONS AND CONCIP IONS OF 50CH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RSR LTA _.. A 611TTt[1{�— NSR � — "_" TYPE OF INSURANCE .___. _... .,�. IfiENERALL1AeILIIY '_ PDLICY NUMREA A MASILBN00002909 POLICYEFFECINL QAT €IMMRDrrvt_ 08101109 108101/09 POLICY EIlPINATION DATE tRMNDMIl_ff1rr1_ 08/01110 - - - " -- '� ,_ LIMIlS _ _ I RENCE __ —� EACnoccuaneNCe s1,000000- JCLAIMS MADE LX D'f,LIR X Ship Repairers,Legal,__. X_ Salvors Legal GENT AGGREGAIT LIMIT APPLIES PEN'. C EXCESSrUMBREI.LA LIABILITY AD OMORILE LIABILITY CA20559800101 X _— ANYAUre PROPI RIY ONJAGB RmrN I ON s_25,000 -. AIL OWNED All TOS BB1090489 Ipvrnum��p 1 EMPLOYERS' LIABILITY _. 1 SGIff OUT TD AU IDs ANY PROPRF TOM'ARTW IUFXELUUvE S X_ HIRrDAuras X NON OWNEDAUTOS AGE LIABILITY ANYAUIO A EXCESSrUMBREI.LA LIABILITY MASIL13N0000300E 11,008,000 X_J OCCUR C.1 CIAIMS M"L D2UUCTIBLE X1 PROPI RIY ONJAGB RmrN I ON s_25,000 B WORKERS COMPENSATION AND BB1090489 Ipvrnum��p 1 EMPLOYERS' LIABILITY ANY PROPRF TOM'ARTW IUFXELUUvE S OH Cl HWFMRIiR EXCLIIDED) OT HER TNAN IAA6r, A lomFR P &I /Jones IMASIHBN00001009 MI 0I %P IA y one PeR ') PFASONAI AACV INURY__ GE NLRAL AOORLOAII PRODUC IS - COAIPIOP AGG 08/01109 0 08101110 C COMOINEDSINGIFTIMIT 1 11,008,000 801111 Y INJURY S LPer atrdenn PROPI RIY ONJAGB 1 Ipvrnum��p 1 AIIrDLNdLY - IAACUDENI S S OT HER TNAN IAA6r, 08101/09 r681011110 1110 g I r Alnru -I. ImR T48Y1F19I5 1 EIL -- f I L�rnar.GOeNt 11,000,000 I DISl AS[ _FA rn Pl oYl 1. 11,Qd0000 6L DISEASE POLICYLDMIT 51,999009 08101109 $1,000,000 DESCRIPTION OF OPERATIONS l LOCA11IN15I VEIIIGLF.S I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Workers Compensation /Employers Liability include US Longshore & Harbor Workers and FL Maritime Employers Liability. Urnbralla /Excess is Bumbershoot Liability extending limits of General Liabi ity /Marine Liability, Auto Liability, Protection & Indemnity, and Employers Liability. Collier County Government Community Development Div. 2800 N. Horseshoe Or Naples, FL 34104 ACORO 25 (2001 /Ofll 1 of 'l, d5378671ffA370040 LD ANY OF THE ABDVE DESCRIBED POLICIES BE CANCELLED RFFORE THE EXPIRATION THFAFOF, THE MSONO INSURER WALL ENDEAVOR IO MAIL ,_111 - DAYSWRITTEN 5 TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DD 50 SHALL :C NO OIL WARONOR L IADRI FY Or ANY MIND UPON THE INSURER, ITS AGCNTS OR sseHranvES. OR_I jf A R3PRFSFI,TATs'JE GMM 0 ACORU CORPORATION 16D IMPORTANT It the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to ilia cerificalo holder in Ilea of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may requite an endorsement. A statement on this certificate does not confer rights to the certificate holder in lien of such endorsernent(s). DISCLAIMER The Certificate of Insurance on the reverse side of this faun does not constitute a contract between the Issuing Insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter ilia coverage afforded by ilia policies listed thereon. ACORtl 25-9 (2001/08) 2 oft 8S378671/M378640 George H. Knott "+ George L. Consoer, Jr.'" Mark A. Ebelini Thomas B. Hart H. Andrew. Swett Board Ce,ufied CMA T,iel lase,., •• Board C.ulRed Rml E, ue L.w,er Board Cerr @d Business Liilranon Uu',rr August 26, 2005 Danny Kelly, President Kelly Brothers, Inc. 15775 Pine Ridge Road Fort Myers, FL 33908 RE: Kelly Brothers, Inc. Dear Danny: Knott, Consoer, Ebelini Hart & Swett, P.A. A I r 0 R NE Y a- AT - L A 1623 Hendry Street is Third Floor (33901) P.O. Box 2449 Fort Myers, Florida 33902.2449 Telephone (239) 334 -2722 Telecopier (239) 3341801 G Knott®knott- law.cotn 16D7 , AUu a 9 2005 Aaron A. Hank Derrick S. Eihausen Natly Torres - Alvarado Director of Zoning and Land Use Planning Michael E. Roeder, AICP Please find enclosed the executed Directors Action pertaining to the removal of Pat Kreutzer from any corporate records which was inadvertently forwarded to our office. The original Directors Action should be placed in the corporate book for Kelly Brothers, Inc. Cordially yours, KNOTT, CONSOER, EBELINI, HART & SWETT, P.A. Qlr eorge kAt GHK/sdb Enclosure 16D7 DIRECTORS ACTION OF KELLY BROTHERS, INC. In accordance with Florida Statutes, Section 607.0821, the undersigned, being the sole director of the corporation, takes the following action for the corporation: The following officers are elected to serve until the next annual meeting of directors and until their successors are chosen and qualified: President: Vice - President: Secretary: Treasurer: Danny M. Kelly Cresente Bautista Danny M. Kelly Danny M. Kelly M. Patricia Kreutzer is hereby removed as the Trustee of the Schwab Kelly Brothers Inc. 401K Psrp, Account No. 90922297 and Job No. 2711337, and Cresente Bautista shall be the replacement Trustee of said account. The actions taken by the corporation and its officers during the preceding year are approved and ratified. Dated: August Z2, 2005 army M. Kelly 16D7 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 one hundred fifty (150) 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. Respectfully Submitted: State of _ County of , 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. , 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 a corporation organized and existing under the laws of the State of which operates under the legal name of and the full names of its officers are as follows: GC -P -9 1607 Secretary. Treasurer Manager_ The is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken , a certified copy of which is hereto attached (strike out this last sentence if not applicable). (b) Co- Partnership The Bidder is a co- partnership consisting of individual partners whose full names are as follows The co- partnership does business under the legal name of: (c) Individual The Bidder is an individual whose full name is operating under a trade name, said trade name is DATED Witness Witness GC -P -10 legal entity BY: Name of Bidder (Typed) Signature Title and if STATE OF COUNTY OF The foregoing instrument was acknowledged before me this _ by I as a corporation. He /she is personally known to (did not) take an oath My Commission Expires: (AFFIX OFFICIAL SEAL) NAME: GC -P -11 1607 _ day of , 2010, of corporation, on behalf of the me or has produced as identification and did (Signature of Notary) (Legibly Printed) Notary Public, State of Commission No.: BID BOND 1607 KNOW ALL MEN BY THESE PRESENTS, that we (herein after called the Principal) and (herein called the Surety), a corporation chartered and existing under the laws of the State of with its principal offices in the city of and authorized to do business in the State of are held and firmly bound unto the (hereinafter called the Owner), in the full and just sum of dollars ($ ) 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 Bayview Park Phase 1 Bid No. 10 -5480 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 accordance 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 $ 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. GC -P -12 1607 IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this day of 12010. m Countersigned Local Resident Producing Agent for GC -P -13 Principal (Seal) Surety (Seal) 16D7 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. Local Vendor Preference Affidavit completed. 7. Immigration Affidavit Completed 8. Certificate of Authority to Conduct Business in State of Florida 9. If required, the amount of Bid bond has been checked, and the Bid bond or cashiers check has been included. 10. Any addenda have been signed and included. 11. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 12. The mailing envelope must be sealed and marked with: raBid Number; 10 -5480 ,:*Project Name; Bayview Park Phase 1 r->Opening Date. 13. The Bid will be mailed or delivered in time to be received no later than the specified opening date and time, otherwise Bid cannot be considered. ALL COURIER - DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET Bidder Name Signature & Title Date: GC -P -14 16D7 CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Kelly Brothers, Inc. ( "Contractor ") of 15775 Pine Ridge Road, Fort Myers, Florida 33908, a Florida corporation, authorized to do business in the State of Florida, to perform all work ( "Work ") in connection with Bayview Park Phase 1, Bid No. 10 -5480 ( "Project'), as said Work is set forth in the Plans and Specifications prepared by Johnson Engineering, Inc., 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: Three Hundred Thirty -Seven Thousand Nine Hundred Fifty -Nine and no /100 Dollars ($337,959.00). 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 GC -CA -1 C//� 1607 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 .fms.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 Damages. 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 one hundred fifty (150) 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 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, three hundred fifty- GC -CA -2 0 / 1607 five dollars and ten cents ($355.10) 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. 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 0--� GC -CA -3 16D7 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: Performance and Payment Bond Forms Exhibit B: Insurance Requirements 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 Johnson Engineering and identified as follows: Bayview Park Phase 1 as shown on Plan Sheets 1 through 77. Exhibit N: Contractor's List of Key Personnel Section 7. Notices 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 1607 , Clint Perryman Project Manager Coastal Zone Management Department 3301 Tamiami Trail East; BLDG "F ", 15t floor Naples, FL 34112 Telephone: 239 - 252 -4245 Facsimile: 239-252-6531 Email: ClintonPerryman (cDcolliergov.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: Cresente Bautista, Vice President Kelly Brothers, Inc. 15775 Pine Ridge Road Fort Myers, FL 33908 Telephone: 239 - 482 -7300 Facsimile: 239 - 482 -8014 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. ?�z GC -CA -5 1607 Section 10. Successors and Assigns. 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. Governing 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 any one 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 Agreement. 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. Severability. 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. Change 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. 0XI GC -CA -6 1607 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. {5 GC -CA -7 1607 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. TWO WITNESSES: + WI N S SECOND WITNESS ) P T--15A Pm. aV--r X P�t-- Type/Print Name Date: q- I ! b (( O ATTEST: r_r___�.1 - " is W14"1T'r" % �11id Form . Appr1 6Y,e; . r % and Legal'Sufficiency: Inc. G Cl 06 9uTis-7e - t/ (Cc Type /Print Name and Title OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA BY: Fred W. Coyle, Chairman Print Name: 6'Off A Assistant County Attorney RUM GC -CA -8 16D7 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, ( "Contractor') 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 1 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: DATE: Witnesses STATE OF COUNTY OF ant 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) (AFFIX OFFICIAL SEAL) NAME: GC- CA -C -5 (Legibly Printed) Notary Public, State of Commissioner No.: 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) :. 104 . Project No. Application Date FROM: (Contractor's Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) RE: 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 $ 4, (Project Name) 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: (shall (Contractor's Name) (Signature) DATE:_ (Type Name & Title) be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional . (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 16D? N Q U U u W � d J r Z = U 0 W (7 u L a ° C ° Z Y C � O Q d F K � C N I J LL m ry 0 m U m m I v a O U O W @ J Q IW- w f Q c o O 0 E 200 ° o 0 w N F N E U f v N O m L S x K U v W u v a a w - - � g p f o m a LU f N ix O m - W m c I ❑ c v J W O ti > m' W Q O y U o O a w v o `o L v g a -IwK mZ � p] m N N L W a` is E 3 16D? N Q U U u w ❑ U m Q f0 O LL a `o v m y A A v m O N a a� c 0 U 0 x w 160? M Q U U C7 LU A c A- m 0 v O d •r ❑ 9 a C H L F- >1 a 7 d U C > y C C CL- v d >m 'd m a v m at t- %.0 7 j Q O > d d � U � a O E E Z m CL CL o c 0 .a i y y 0 i i i i i it f I o i i � 160? M Q U U C7 EXHIBIT E CHANGE ORDER TO: Project Name: _ Bid No. : Change Order No.: Change Order Description Original Agreement Amount ....................... Sum of previous Change Orders Amount ... This Change Order Amount ....................... Revised Agreement Amount ....................... 1607 f FROM: Collier County Government Construction Agreement Dated: Date: ... ............................... $ ... ............................... $ ... ............................... w. ........................ $ 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 Date: Director (For use by Owner: Fund Cost Center: Number: ) GC- CA -E -6 Object Code: 16©741 Project OWNER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION Design Professional's Project No. 16D7 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 1607 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: 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 complete the Work in accordance with the Contract Documents. Executed by Design Professional 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 16D7 Bid No.: _ Contractor: EXHIBIT G FINAL PAYMENT CHECKLIST M 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: Calendar Days. Actual Date of Substantial Completion: 2010 Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner (attach to this form). 3. Effective date of General 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: GC- CA -G -1 (Company Name) (Signature) (Typed Name & Title) 16D7 By Design Professional: (Firm Name) (Signature) (Typed Name & Title) By Owner: (Department Name) (Signature) (Name & Title) GC- CA -G -2 INSTR 4445552 OR 4579 PG 2845 RECORDED 6/24/2010 12:09 PM PAGES 11 DWIGHT E. BROCK, COLLIER COUNTY CLERK OF THE CIRCUIT COURT REC $95.00 Nielson, Hoover & Associates, Inc. Public Works Bond In compliance with Florida Statutes 255.05(1)(a) Bond No. 105403606 Contractor Kelly Brothers, Inc. Address 15775 Pine Ridge Road Ft. Myers, FL 33908 Phone No. (239) 482 -7300 Surety Company Travelers Casualty and Surety Company of America Address One Tower Square Hartford, CT 06813 Phone No. (860) 277 -1561 Owner Name Collier County Address 3301 Tamiami Trail East Naples, FL 34112 Phone No. (239) 252 -4245 Contract/Project No. Bid No. 10 -5480 Project Name Bayview Park Phase I Project Location Naples, FL Legal Description 1500 Danford Street, Naples, FL And Street Address Description of Work Construction Front Page All other bond page(s) are deemed subsequent to this page regardless of any page number(s) that may be preprinted thereon. 1607 OR 4579 PG 2846 EXHIBIT A PUBLIC PERFORMANCE BOND Bayvlew Park Phase 1 Bond No. 105403606 Contract No. 10 -5480 1607 KNOW ALL MEN BY THESE PRESENTS: That KELLY HRoTHHRs, INC. , as Principal, and Travelers Casualty and Surety Company of America I as Surety, located at (Business Address) are held and firmly bound to Collier County , as Obligee in the sum of Three Hundred Thirty Seven Thousand Nine Hundred Fifty NQne And No /100 ($_337,959.00 ) 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 2010, with Obligee for in accordance with drawings and specifications, which contract is incc reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: by 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 OR 4579 PG 2847 16 ®7 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 WHEREOF, the above parties have executed this instrument this jli:� day of 3,A r,P-- , 2010, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of Its governing body. Signed, sealed and delivered in th presence of: /Inc. m4f A'4 Witnesses a to Principal S NAME: ITS: I // r.� STATE OF Fj or-,d4 COUNTY OF LPe PRINCIP 11 Broth r F�,;•.�. BY: %•;; T e foregoing instrument was acknowledged befo e e this day of 2010 by Pm , as BPS cue. "- of p e,rs) Z e�c . , a re.�.a corporation, on be If of the corpor tion. He /she is personally known to me OR has produced oPrsnr.a1�M knn � as ident� cation and did (did ot) try ake an o td h. My Commission Expires: HEATHER HAGLUNO (Signature) YCC)7MISS10N NDD643646 IXPIRES: FE625.2011 Name: ae7 Nmuthl ,Stte(Legibly Printed) (AFFIX OFFICIAL SEAL) GC- CA -A•5 Notary Public, State of: FlOrl C- Commission No.: '1>f--') 642>be -t � OR 4579 PG 2848 ATTEST: SURETY: Travelers Casualty and Surety Company of America (Printed Name) One Tower Square Hartford, CT 06183 (Business Address) Witnesses as to Surety Witnesses STATE OF Florida COUNTY OF Miami -Dade (Authorized Signature) (Printed Name) ' OR As Attorney 16 Fabt (Attach Power of Attorney) Charles J. Nielson (Printed Name) 8000 Governors Square Blvd. Suite 101 Miami Lakes, FL 33016 (Business Address) (305) 722 -2663 (Telephone Number) 16D The foregoing instrument was acknowledged before me this day of ""Cahuolt07� ail Charles J. Nielson � as Attorney In Fact of ,y of America a Surety, on behalf of Surety. He /She is personally known to me OR has produced _ personally as identification and who did (did not) take an oath. My Commission Expires: /—fr i ��a�ugaltu,,, (Signature) (AFFIX Name: Kristi Messel (Legibly Printed) GC- CA -A-6 Notary Public, State of. Florida Commission No.: DD 921946 OR 4579 PG 2849 1607 POWER OF ATTORNEY TRAVELERS /J Farmington Casually Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surely Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company or America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 222181 Certificate No. 003660893 KNOW ALL MEN BY THESE PRESENTS: That SL Paul Fire and Marine Insurance Company. SL Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surely Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters. Inc.. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint Charles D. Nielson, Charles J. Nielson, Mary C. Aceves, David R. Hoover, Gicelle Polar, Olga Iglesias, Gloria McClure, and Arthur Colley of the City of M-anni 1 a4ec , State of Florida , their true and lawful Atiomey(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF. the Companies have caused this instrument to be signed and thew corporate seats to be hereto affixed, this 1 Jtn day of May 2010 - Farmington Casualty Company SL Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casually and Surety Company orAmerica St. Paul Fin and Marine Insurance Company United States Fidelity and Guaranty Company yam St. Paul Guardian Insurance Company �`,,...m �,sar,gp amwnrm r/ _ ;ee 19 1857 �.�� 1�Se0.L ` 3♦ N 'O . eI' �iM1IM1" State of Connecticut By: J City of Hartford ss. Georg s Thompson, eniar im pmsidont On this the 13th day of May 2010 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters. Inc., St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America. and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained bysigning on behalf of the corporations by himself as a duly authorized officer. •'G.TlT -— +1 �{'�,A.. rod 1} In Witness Whereof, I hereunto set my hand and official sed1. Qiu� C • �J..W s�Aa^ -M My Commission expires the 30th day of June. 2011 - - } pyL1� } - Marie C. Teueault. Notary Public S 58440 -4 -09 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER OR 4579 PG 2850 16D7 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys -in -Fact and Agents to act far and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her: and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vitt President or any Vice President may delegate all or any part of the foregoing authority to one or mom officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, my Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly anested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duly executed (under seal, if required) by one or more Attorneys-in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or mom Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President. any Vice President, any Assistant Vice President, any Secretary. any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Atomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kori M. Johanson, the undersigned,Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company ofAmcrica, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a me and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of ' Kori ht. Johann Assistant Secretary � �`i �� °. rN1 0 1992V o 019mi, °M0rem > � °" °'R x.yray,rwa• SE �,z } Inc e+ sfe i 88-x�L I .,OF ;O O aM 20 _. To verify the authenticity of this Power of Attorney, call 1- 800421 -7880 or contact us at www.travelerstiond.com. Please refer to the Attomey -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. OR 4579 PG 2851 EXHIBIT A PUBLIC PAYMENT BOND Bayview Park Phase 1 Bond No. 105403606 Contract No. 10 -5480 I6D7 KNOW ALL MEN BY THESE PRESENTS: That KELLY BROTHERS, INC. as Principal. and Travelers Casualty and Surety Company of America as Surety, located at One Tower Square, Hartford, CT 06153 (Business Address) are held and firmly bound to Collier County I I as Obligee In the sum Of Three Hundred Thirty Seven Thosuand Nine Hundred Fifty Nine ($ 337.959.0o ) for the payment whereof we bind ourselves, our heirs, executors, And No /100' personal representatives, successors and assigns, Jointly and severally. WHEREAS, Principal has entered into a contract dated as of the _ day of 2010, with Obligee for _ Bayview Park Phase I in Naples. FL 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: Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used 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 Surety 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 this instrument this Lq, day of cA u the . 2010, the name of each party being affixed and these presents duly signed by its under - signed representative, pursuant to authority of its governing body. GC- CA -A -1 OR 4579 PG 2852 Signed, sealed and delivered in the p esence of: PRINCIPAL MM �� Kel r t rs, L�Sd6 C�ii� cO�i. awl BY: Witnesses 4 to Principal NAME: S ITS: STATE OF F I bf-%Aa COUNTY OF a The foregoing rostrume�nt was ac owl d ed before me this d y of 2P� b g g g (� Y_ �X_i°�4Bn'F-P_ �!'i tw� iSI�Z 83 v it p " rfS (QP.r; a- Corpor ion. He/she is personally known to me identification and did (did not) take an oath. My Commission Expires: QjQa/aojl HEATHER HAGLUND A4YCONIMISSION #00645648 NAME: • EXPIRES: FEB 25, 2011 Bo nded0MU9h1Rt$te@In592rCe (AFFIX OFFICIAL SEAL) ATTEST: Witnesses to Surety GC- CA -A -2 1607 on be ff of the h l as nowrl (Legibly Printed) IJ Notary Public, State of Fk Commission No.: I�nl.ys�4$ SURETY: Travelers Casualty and Surety Company of America (Printed Name) One Tower Square Hartford, CT 06183 (Business Address (Authorized Signature) (Printed Name) OR 4579 PG 2853 16D7 OR As Attorney in Fdct (Attach Power of Attorney) . ��C -(T.t Charles J. Nielson Witnesses (Printed Name) STATE OF Florida COUNTY OF Miami -Dade The foregoing instrument ,201 Attorney In Fact Surety, on behalf of Surety, personally known take an oath. My Commission Expires: (AFFIX 8000 Governors Square Blvd. Suite 101 Miami Lakes, FL 33016 (Business Address) (305) 722 -2663 (Telephone Number) was acknowledged before me this day of 0, by Charles J. Nielson as ofrravelers Casualty and Surety Company of America He /She is personally known to me OR has produced as identification and who did (did not) /f � � J52 (Signa`ture) Name: Kristi Messel (Legibly Printed) GC- CA -A-3 Notary Public, State of: Florida Commission No.: DD 921946 OR 4579 PG 2854 16,07 POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul hlercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casually and Surety Company of America St. Paul Fire and Marine Insurance Company United Sates Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 222181 Certificate No. 003660894 KNOW ALL MEN BYTHESE PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company arc corpomdons duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the Stare of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Charles D. Nielson, Charles J. Nielson, Mary C. Aceves, David A. Hoover, Gicelle Pajon, Olga Iglesias, Gloria McClure, and Arthur Colley of the City of Miami I nkee , State of Firsr:da , their we and lawful Anomey(s) -in -Fact, each in their separate capacity if mom than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be si_med and their corporate seals to be hereto affixed, this 13th day of May 2010 Farmington Casually Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul htercury Insurance Company Travelers Casually and Surety Company Travelers Casually and Surety Company of America United States Fidelity and Guaranty Company e eew.t ` 09% s 4 oso orar'o . � �^ i/ ,R..!``�' ji 1951 ��5 LG +.,`58.LL%e State of Connecticut City of Hartford ss. By: G-T I Thompson, nior ice Pico&.1 On this the 13th day of May 1 2010 , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Tmvelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he- as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G:TLT In Wltness Whereof, I hemunto act my hand and official seal. r My Commission expires the 30th day of June, 2011. * L1ps 58440.4 -09 Printed in U.S.A. - Marie C. Tatreault, Navy Public * ** OR 4579 PG 2855 * ** 16D 7 This Power of Anomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian insurance Company, St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President. any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her, and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman. any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any pan of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary: and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity. or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under sail, if required) by one or more Attomeys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President. any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1. Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, SL Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my band and affixed the seals of said Companies this day of .20 _. . Kati hf. lohans Assistant Secretary � e.w,� ��r�w� c Yt srsz60 rRasatam PQ sEI�a�as9*92 1. 'Wit, 3 EAL To verify the authenticity of this Power of Attorney, call 1. 800 -021 -3880 or contact us at www.tmvelentond.com. Please refer to the Attorrcy -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. State Of FLOWDA County of COLLIER I HEREBY CERTIFY THAT this is a true and correct copy of a document recorded in the OFFICIAL RECORDS of Collier County. WITNES my hand and official seal this Date, - DWIGHT E. BROCK, CLERK OF CO RTS By _ _ _ -- , D.C. EXHIBIT B 1607 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(s) 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 6D 7 Should at any time the Vendor not maintain the insurance coverageu required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coveragejs and charge the Vendor for such coverages 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 coverage( purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverageLsl 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 14n-a Collier County Florida Insurance and Bonding Requirements Insurance / Bond Type Required Limits 1. ® Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. ® Employer's Liability $ single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $ single limit per occurrence ISO form 4. ® Indemnification To the maximum extent permitted by Florida law, the ContractorNendor /Consultant shall indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/Vendor/Consultant or anyone employed or utilized by the ContractorNendor /Consultant in the performance of this Agreement. This indemnification obligation shall not be construed 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 section does not pertain to any incident arising from the sole negligence of Collier County. 4. ❑ Automobile Liability $ Each Occurrence, Bodily Injury & Property Damage, Owned /Non - owned /Hired; Automobile Included 5. ❑ Other insurance as ❑ Watercraft $ Per Occurrence noted, ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ❑ Professional Liability $ Per Occurrence $ 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 ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence GC- CA -C -3 16D7 6. ❑ 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 Clerk, 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. ❑ Performance and For projects in excess of $200,000, bonds shall be submitted with the Payment Bonds 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 A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 8. ® 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. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. ® 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. ® Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement 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. Name of Firm Vendor Signature Print Name Insurance Agency Agent Name GC- CA -C -4 Date Telephone Number ACORD- CERTIFICATE OF LIABILITY INSURANCE 6/17/2010"""' PRODUCER Gulfshore Insurance, Inc. 4100 Goodlette Road North Naples, FL 34103 -3303 239 261 -3646 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Kelly Brothers, Inc. 15775 Pine Ridge Rd. Fort Myers, FL 33908 INSURER A: Starr Indemnity & Liability Co. POLICY EXPIRATION INSURER B: Seabright Insurance Co A INSURER c Amerisure Insurance Company GENERAL LIABILITY INSURER D. 08/01/09 INSURER E. EACH OCCURRENCE cc V 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SIR LTR kDD'L N R TYPE OF INSURANCE POLICY NUMBER PO ICY EFFECTIVE POLICY EXPIRATION LIMITS A X GENERAL LIABILITY MASILBN00002909 08/01/09 08/01/10 EACH OCCURRENCE $1000000 DAMAGE TO RENTED $100,000 X COMMERCIAL GENERAL LIABILITY MED ENE (Any one Person) $5,000 CLAIMS MADE FE OCCUR PERSONAL &ADV INJURY $1.000.000 X Ship Repairers Legal X Salvors Legal GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP ASS $2000000 POUCYF_j PRO LOC C AUTOMOBILE LIABILITY ANY AUTO CA20559800101 08/01/09 06/01/10 COMBINED SINGLE LIMIT (Es accident) $1,000,000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY'. AGG A EXCESS /UMBRELLA LIABILITY MASILBN00003009 06/01/09 06/01/10 EACH OCCURRENCE $5,000,000 AGGREGATE s5,000,000 X OCCUR FI CLAIMS MADE $ DEDUCTIBLE $ X RETENTION $ 25 ODD B WORKERS COMPENSATION AND 661090489 06 101 /09 06 /01 /10 )( WC STATU- OTH- E.L. EACH ACCIDENT 1$1,000,000 EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - FA EMPLOYEE $1,000,000 E L. DISEASE - POLICY LIMIT 1$1,000,000 If yes tleacribe untlat SPECIAL PROVISIONS below A OTHER P &I /Jones MASIHBN00001009 08/01/09 08/01/10 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS For any & all work performed on behalf of Collier County. Collier County, Florida is Named as Additional Insured As Respects to General Liability Only, as needed by contract, per endorsement #7, attached. •30 days notice of cancellation, except 10 days for nonpayment. Workers Compensation /Employers Liability include US Longshore & Harbor Workers and FL Maritime Employers (See Attached Descriptions) Collier County Board of County Commissioners Naples, FL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL -In_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ACORD 25 (2001108) 1 of #S429096/M410303 JPE UALUNU61JKYURAIIUnIWOO IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S (2001108) 2 of 3 #S429096/M410303 DESCRIPTIONS (Continued from Page 1) Liability. Umbrella/Excess is Bumbershoot Liability extending limits of General Liability /Marine a I D Liability, Auto Liability, Protection & Indemnity, and Employers Liability. 1 6 AMS 25.3 (2001/08) 3 of 3 #5429096/M410303 STARR*MARINE 16D7 NO.: Z EFFECTIVE: 12:01 A.M., August 1. 2009 ATTACHED TO AND FORMING PART OF POLICY NO.: MASILBN00002909. OF THE: Starr Indemnity and Liability Comnanv, ISSUED TO: Kelly Brothers. Inc. ADDITIONAL ASSURED/LOSS PAYEWWAIVER OF SUBROGATION CLAUSES I) It is hereby understood and agreed that this Policy shall include as Additional Assureds or Loss Payees, any person or organization to whom the Named Assured has agreed, by written contract, to provide coverage, but only with respect to operations performed by or on behalf of the Named Assured and only with respect to occurrences subsequent to the making of such written contract. Notwithstanding the above, it is further understood and agreed that wherever Additional Assureds or Loss Payees are added to this policy it is specifically agreed: A) Such ?additional Assureds or Loss Payees are included only with respect to such activities insured by this policy as would exist in the absence of the naming of Additional Assureds or Loss Payees and coverage hereunder shall in no way be considered extended by the inclusion of Additional Assureds or Loss Payees. B) The inclusion of Additional Assureds or Loss Payees in no way increase the limit of liability hereunder. C) In the event of cancellation or change in policy coverage unless specifically endorsed in writing to the contrary hereon, no obligation is imposed on this company to send notice of cancellation or change of coverage to an Additional Assured or Loss Payee and notice to the original named assured shall discharge all obligations of this company hereunder. This company shall not be required to notify Additional Assureds or Loss Payees of any cancellation received from the original assured hereon. D) Any request for a certificate involving nommame contracts whose total contract value exceeds 5% of the Named Assured's Projected Gross Receipts as advised to Underwriters at inception, must be referred to Underwriters for approval, prior to issuance of such certificate. II) It is f irther understood and agreed that the Underwriters waive their rights of subrogation against any person or organizations to whom the Named Assured is obligated by written contract to provide such waiver, but only to the extent of such obligation and only with respect to operations by or on behalf of the Named Assured or to the facilities of or used by Named Assured. Notwithstanding the above, such waiver of rights of subrogation by Underwriters shall not apply to contracts between the Named Assured and subcontractors or employees of the Named Assured, III Notwithstanding Commercial Marine Liability General Conditions Section 7 Item 5 Other Insurance, coverage under this policy afforded to the Additional Assured scheduled below will apply as primary insurance where required by contract, and any other insurance issued to such Additional Assured shall apply as excess and noncontributory insurance. ALL OTHER TERMS, CONDITIONS, LIMITATIONS AND EXCLUSIONS REMAIN UNCHANGED. Kelly Brothers, Inc. Page 39 Commercial Marine Liability Policy No: MASELBN00002909 August 1, 2009 _16D7 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 1607 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 (��4 16D1 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 Friday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 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 16p7 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 16D? 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 0/_� 160 (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 C/ 16D7 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 C/j 1607 1 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- BUILTS 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; 8.1.3 The hours of operation by Contractor's and Sub - Contractor's 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 CX 7 1607 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 0 L I6D7 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 0 I6D? 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 01 1607 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 1607 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 seq. 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. GC- CA -H -13 OZ 1607 15. CLEANUP AND PROTECTIONS. 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 that Contractor 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. iE- �! l= 1V'dR/a1% 11161,111161:119141-1111 of 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 GC- CA -H -14 1607 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 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- letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. GC- CA -H -15 1601 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 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. GC- CA -H -16 20. COMPLETION. 1607 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 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 GC- CA -H -17 0- 16 D 1, 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 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. GC- CA -H -18 15 D 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 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. GC- CA -H -19 16D7 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 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. az GC- CA -H -20 160 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 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 5.6, 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 any one 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 GC- CA -H -21 benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 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. Oil GC- CA -H -22 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 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; GC- CA -H -23 16D7 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; 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 GC- CA -H -24 A 1607 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.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT 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 ( "MOT ") 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 GC- CA -H -25 C / 1607 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. 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 GC- CA -H -26 0�ly 160? 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 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 foregoing 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. GC- CA -H -27 0(1 1607 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 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 Subcontracts and Purchase Orders 34.1.2 Subcontractor Licenses 34.1.3 Shop Drawing Submittal /Approval Logs 34.1.4 Equipment Purchase /Delivery Logs 34.1.5 Contract Drawings and Specifications with Addenda 34.1.6 Warranties and Guarantees 34.1.7 Cost Accounting Records 34.1.8 Labor Costs 34.1.9 Material Costs 34.1.10 Equipment Costs 34.1.11 Cost Proposal Request 34.1.12 Payment Request Records 34.1.13 Meeting Minutes 34.1.14 Cost - Estimates 34.1.15 Bulletin Quotations 34.1.16 Lab Test Reports 34.1.17 Insurance Certificates and Bonds 34.1.18 Contract Changes 34.1.19 Permits 34.1.20 Material Purchase Delivery Logs 34.1.21 Technical Standards 34.1.22 Design Handbooks 34.1.23 "As- Built' Marked Prints 34.1.24 Operating & Maintenance Instruction 34.1.25 Daily Progress Reports 34.1.26 Monthly Progress Reports 34.1.27 Correspondence Files 34.1.28 Transmittal Records 34.1.29 Inspection Reports 34.1.30 Punch Lists 34.1.31 PMIS Schedule and Updates GC- CA -H -28 160? 34.1.32 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 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. 91 -M-11 Y91T/ xH:;W0. UiD1. U] ml ZIM:tel l] � I Ilk IF11.1:I'i An underground 62 -761, Florida Administrative Code (F.A.C.) or aboveground 62 -762, F.A.C. regulated tank requires notification to the 'County prior to installation or closure GC- CA -H -29 a4 I6D7 , 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. 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, F.A.C. and 62 -762, F.A.C. 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 lei 1607 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and /or services purchased as a part of this contract. GC- CA -1 -1 1647 EXHIBIT J TECHNICAL SPECIFICATIONS See separate downloadable file from www.colliergov.net/bid GC- CA -J -1 1607 EXHIBIT K PERMITS See separate downloadable file from www.collieraov.net/bid GC- CA -K -1 16D7 EXHIBIT L STANDARD DETAILS Cez aHloul 1607 EXHIBIT M PLANS AND SPECIFICATIONS See separate downloadable file from www.colliergov.neVbid GC- CA -M -1 SECTION: 22 TOWNSHIP: 50 S RANGE: 25 E k it ® i Existing Ri/ to Remain - Noples Boy ^- 1607 Notes: Property Boundary by Existing Site Plan Johnson Engineering, Inc. SG4LF: 1, = 100' Existing Seawall to be Removed, 336 LF Existing Mooring Piles to be Removed Platted Property Boundary March 03. 2010 4:OB:06 p.m. B10 PLANS, NOT FOR CONSTRUCTION 0rawm¢ J94MA51ER.nWG HANS WILSON & A S, SOC INC. 3.3.70 SHEET 793811illAve. Ft MyersFlorid 3907 Tel:239- 334 -6870 Fax: 239 - 334 -7810 Sayvie ®nr( 11115 =-AAd O /A /F ,,.,.J FAII //Rl)AIAAFA/Td/ 1— nAMUTAAITC I TFC 0 50 700 SCALE FEET Platted Property - Boundary _. - -- ----- - Danford St. Existing Top of Bank Existing Mooring Piles t i to be Removed t' s Existing Seawall to be I Removed, 7 72 LF Existing Seawall Along North a• Side of Boat Romp to Remain Existing Boat Ramp Boy ,view Pork to be Expanded Upland by Othe� Existing Fixed Wood Dock to be Removed, 5'wx 59Y Notes: Property Boundary by Existing Site Plan Johnson Engineering, Inc. SG4LF: 1, = 100' Existing Seawall to be Removed, 336 LF Existing Mooring Piles to be Removed Platted Property Boundary March 03. 2010 4:OB:06 p.m. B10 PLANS, NOT FOR CONSTRUCTION 0rawm¢ J94MA51ER.nWG HANS WILSON & A S, SOC INC. 3.3.70 SHEET 793811illAve. Ft MyersFlorid 3907 Tel:239- 334 -6870 Fax: 239 - 334 -7810 Sayvie ®nr( 11115 =-AAd O /A /F ,,.,.J FAII //Rl)AIAAFA/Td/ 1— nAMUTAAITC I TFC SECTION: 22 TOWNSHIP: 50 S RANGE: 25 E .r, \ i Boyview Park Upland by Others Existing Ril to Remain – Naples Boy – 16D? 0 50 700 '�®9 SCALE FEET Platted Property Boundary Danford 57_ – – – '- Existing Top of Bonk raposed Seovva11 to Replace Existing Seawall, 715 IF with two ipanel return on the north end Proposed fixed Woad Dock Proposed Boot Romp Expansion and Extension Proposed feed Wood Dock Access — Proposed floating Dock Platted Property Boundary -Proposed Seawall to Replace Existing Seawall, 326 IF with two panel return on south end Notes: Property Boundary and Proposed Site Plan Upland Site Improvements by SCALE: I '= 100' Johnson Engineering, Inc. Mcrch 03, 2010 4:04:06 p.m. 91,9 PLANS, NOT FOR CONSTRUCTION D,..hq: JEI4MASrR 0W P HANS WILSON & ASSOC. INC. 3,3.70 SHEET 1938 Hil/Ave. Ft Myers, Florida 33907 ®ay/®ew Park a�'� Teh239 -334 -6870 Fox.-239-334-7870 TfC ® i !C MARINE and ENVIRONMENTAL CONSULTANTS SECTION: 22 TOWNSHIP: 50S RANGE: 25 E Existing Seawall Along North Side of Boot Ramp to Remaj 240 wide by 4" deep flume v7h steel grate cover that directs ramp runoff to temporary detention basin Approximate location of Mean High Waterline— Existing Seawall To Be Removed, 60 LF with approx. 750 cy to be excovoted� Existing Sidewalk Portions to be Removed for Boot Ramp Extension Boyview Park Upland by Others Existing Concrete Walkway to rema A �-4 "Drain Pipe C n Proposed Temporary Detention Basin, 10Svx 107andapproximately l' ,g deep, Side Slopes 2:7 r ®®n ®SeEJ ®etp'® Notes: Property Boundary by 6� I°' Johnson Engineering, Inc. SCALE: I' = ZO' BlB PLANS, NOT FOR C0NSTR6TCT10N HANS WILSON & ASSOC. INC. 3.3.70 1938 HNAve. Ft. Myers, Florida ,13907 _., Tel:239 -334 -6870 Fax: 239- 334 -7870 TFC .- - --`MARINE and ENVIRONMENTAL CONSULTANTS 1607 1 r, 0 J0 20 i SCALE io �Proposed5eowoll to Replace Existing Seawall, 175 LF vdth Di two panel return an { the north end is ii li 1! 10" Butt Diameter Piling, 10' on center A Proposed Fixed Wood Dock, 4tv x 504 0091es Proposed Extension to Existing Boot Romp to Meet the Proposed Expansion — Proposed Boat Ramp Expansion B 12.3 Proposed Sevwol/ to Replace �� Existing Seowv!l, 326 LF with two ponelreturn on south end Proposed Floating Dock -See Detail B March 03, 2010 4:09:ee p.m. orawmg: auaMnsrcr+.°ws SHEET Sayyi w ,Park 3/15 I SECTION: 22 TOWNSHIP: 505 RANGE: 25 E 0 75 30 SCALE FEET Wood Safety Railin along Seawall for Length of Floating Dock, 139LFtotoL Boyview Park Upland by Others Wood Safety Railing along Seawall for Length of Floating Dock, 739 LF toto FDOT Index #870 Aluminum Pipe Handrail dated 1, 7.08 along landward side of floating dock, 94 LF total ---- Existing Concrete Walkway to remo Notes: Property Boundary by Johnson Engineering, Inc. 1 % .. B0. 1607 FDOT Index #870 Aluminum t50' Pipe Handrail doted 1.1.08 1 along landward side of floating dock, 94 LF total Wood Safety Railing around the Dock Fixed Wood Dock Access, 20 LF oposed Fixed Wood Access, bx 77 %and 10ivx 70'7 osed Concrete Floating k, 750'overall osed Gangway, 5w x 45'1, rlapping Floating Dock by 6 LF j �6'w by 507 Section of the r Floating Dock to be Lek Open lfor Romp and Access Clearance used Steel Pilings External Guides Proposed Seawall to Replace Existing Seawall, 326 LF with twn panel return on south end Properly Iry BID PLANS, NOT FOR CONSTRUCTION HANS WILSON & ASSOC. INC. 3.3.70 193BHillAve. Ft. Myers, Flondo ,13907 Te1:239 -334 -6870 Fox. 239 -334 -7870 TFC - \''MARINE and ENVIRONMENTAL CON5UtTANTS \ko goV r �`40p1o6 Proposed ®etCI®/ B SCALE: V= = 30' March 03. 2010 ::08:06 p.m. Drawing: JEIGMAST_R.DWG SHEET ;1q)14 4115 SECTION.• 22 TOWNSHIP: 50S RANGE: 25 E 2" x 6 " Non- CCA treated Decking, 1— 4.0' Elevation to match Seawall j Notch Piling to Allow j for Stringerinstallation 4.0' 518 "Diameter Log Bolt Replace E�7sting Seawall l0" Bute Diameter Pressure Treated Wood Pile, 10' on center. Minimum Pile Length is 24' 2 "x 8" CCA treated Stringer on 76 "cenlers max. "x 10 "CCA treated Pile Cap 1518" Diameter Through Bolts -YHW = 7.6' NGVD MLW = - 0.3' NGVD All PVC Wrapped ' from Pabove MHWL To P Below Mud Line (TYp.) t 10" Butt Diameter Pressure Treated Wood Pile, 70' on center. Minimum Pile Length is 12' Section A -A 5CALE: I '= 4' BID PLANS, NOT FOR CONSTRUCTION HANS WILSON & ASSOC. INC. 1938 Hill Ave. Ft. Myer, Florida ,3901 Te1:239 -334 -6870 Fax., 239 -334 -7870 "MARINE and ENVIRONMENTAL CONSULTANTS 16D7 0 2 4 SCALE FEET Posed Seawall All concrete shall be 4,000 PSI All born shall be hot dipped galvanized and have a minimum concrete cover of 3". Panels: 8" thick and 4' wide by 16' long (minimum) with (6) #5 vertical bars end #4 bars on 78" centers horizontally. Tiebacks: Tie seawall cap with #6 rods, hot dipped galvanized encased in poly tubing, rods on 10' centers. Tie cop to the deodman with a 90 degree turn. Concrete Cap: 72° tall by 78" wide, reinforced with (4) 05 bars with 03 stirrups on 24" centers, tied to deadmon of outside bars. Deodmon: y cy concrete on 10' centers, setback 18'from cap with 2' of soil coverage. Seawall panel penetrofion shall be a minimum 40% of overall length. One expansion joint shall be installed every 50' in the seawall cop. March 03, 2010 C: 03:00 p.m. Drawing: JE14MA57ER.DWG L .70 SHEET Sayeoiewr Park 5/a5 EC SECTION. 22 TOWNSHIP: 505 RANGE: 25 E Proposed Seawall with 8" Ihick by 4' wide panels of varying lengths with (6) 05 vertical bars and 44 bars on 18" centers horizontally_ Toe of Romp at -4'MLW MHW = 1.6' NGVD — — MLW —_ 0.3' NGVD r r< Minimum 2' Diameter Rocks on top of Filter Cloth, Top Elevation No Shallower than -3' MLW Stainless Steel Coble as Slab Cc (Typ.) Clamp Cable Around 4`5 3" minim urn 1607 0 5 70 SCALE FEET 24° wide by 4" deep flume with sleet grate cover that One expansion joint will directs ramp runoff to be installed every 50'-) 5' NGVD temporary detention basin 4' NGVD - +Marco lope r 26, 12.35t8" Cosi -la-Place x8 4x 12.3" Precast Slobs Slab w/ 05 Hot Dipped with a 4 "Gap between Gofvonlzed Rebor on 72" 6 "minimum of #57 Grid above MHWL Stone on Filter Cloth Slobs (Typ') Section B -B SCALE. 1"= 10' Precast Slab Details Notes: All depths reference NGVD. SCALE 7'= 4' BID .FZ.4A'S, NOT FOR CONSTRUCTION i /VJ VVILJCJIY a f1JJlJL. it Y(.-. 3.3.70 1938 Hill Ave. Ft. Myers, Florida .13907 Te1:239 -334 -6870 Fax: 239 - 334 -7870 --A,WRINEand ENVIRONMENTAL CONSULTANTS TFC 0 2 4 SCALE FEET 1 4..0' 1 72 "o.c. Each Way i 8" March 03, 2010 4:06:06 p.m. Drawing: 4I4MASiER.OK SHEET Bayv®ew Park 6/15 SECTION: 22 TOWNSHIP: 50 S RANGE: 25 E Realigned Concrete Walkway by Others 42' 29.7' -- 1--- 12.3 Proposed Excavation Existing Seawall Along North Side of Boat Approx. 150 cy 16D } 0 5 10 SCALE FEET Proposed 5eawall with 8" thick by 4' wide panels of varying lengths with (6) #5 vertical bars and #4 hors on 18" centers horizontally Ramp to Remain Existing Seawall 4' -5' NGVD to be removed MHW - 1.6'NGVD �y� .MLW —0.3NG ✓Q _ �4 9T 6 °0 / #575tone 26'x12.3x8 °Cost- ln- PlaceSlab on Filter Cloth w/ 95 Hot Dipped Golvonized Rebor on 72" Grid above MHWL Section C -C SCALE.- 1 "= 10' Notes: All depths reference NGVD. March 03, 2010 4:OB:06 p.m. BID PLANS, NOT FOR CONSTRUCTION Drawing: M4MAS1ER.OWG HANS WILSON & ASSOC. INC. 3.3.70 SHEET 7938 Hill Ave. Ft. Myers, Florldo Y3907 Bpy/ ®ems Park 71l 5 Tel.-239-334-6870 Fax. 239.334 -7810 TFC 'MARINE and ENVIRONMENTAL CONSULTANTS SECTION: 22 TOWNSHIP: 50S RANGE: 25 E 2'x 6" Top and Side Rails with 4 "x 4" Posts on 5' centers and 2 "x 2" Balusters on 5" ceNers- All concrete shall be 4,000 PSI. All bars shall be hot dipped galvanized and have a minimum concrete cover of 3 ". Panels: 8° thick and 4' wide by 16' long (minimum) with (6) .#5 vertical burs and #4 bas on 1 B" centers horizontally. Tiebacks: Tie seawall cap with #6 rods, hot dipped galvanized encased In poly tubing, rods on 10' centers. Tie cap to the deadman with a 90 degree turn. Concrete Cap: 12° la# by 78" wide, reinforced with (1) #5 bars with #3 stirrups on 24" centers, tied to deadman at outside bars. Decdmon: a cy concrete on 70' centers, setback 78' from cap with 2' of soil coverage. Seawall panel penetration sholl be a minimum 40% of overall length. One exponsion joint shall be installed every 50' in the seawall cap. 16D-7 0 2.5 5 SCALE FEET MM 1111111111 11111111 41111 111 2 'x 70° Concrete CCA treated Floating 1 Pile Cap Dock ' X. 4 0 0 21 6" 6.5' — s- s s MHW — 1.6 NGVD _.._.._: MLW 0.3'NGVD .. PVC Wrvpped from 7' above h7HWL f r S To l ' Below Mud Line (Typ.) 1 i sti J G rode 10" Bun Diameter Pressure Treated Wood Pile, T O' on ' center. Minimum Pile - Length is 20' - / 70" Butt Diameter Pressure Treated Wood Pile, 70' on center. Minimum Pile Length is 72' Proposed Seawall to Replace Existing Seawall " Concrete Floating Docks As Engineered And Manufactured by Bellingham Marine Industries, Inc or Engineer's Approved Equivalent. Floating Dock will be Cut Out for Romp and Access Clearance. Section D -® SCALE.- 7" = 5' 610 PLANS, NOT ,4'OR CONSTRf/CTlON Notes: All depths reference NGVD. March 03. 2010 4:0 &OG p.m. 0rowln g: ,F_14MASTr R.01YO J VVIL,)UlV CS HJJV( / /VC.. 1 3.3.10 SHEET 7938 Hill Ave. Ft Myers, Florida ,3907 D�g�g� ®�� ®�,, ®, Te1:239 -334 -6870 Fax: 239 -334 -7810 TFC �/ , r Park 811 TRINE and ENVIRONMENTAL CONSULTANTS 1] Realigned 2 "x 8 "CCA Concrete 2 "x 6" treated Stringer on Walkway by Non -CCA 76 'centers max Others treated Decking 6""46'x5'pa5twi /h 4' , of penetration rain , , Proposed Seawall All concrete shall be 4,000 PSI. All bars shall be hot dipped galvanized and have a minimum concrete cover of 3 ". Panels: 8° thick and 4' wide by 16' long (minimum) with (6) .#5 vertical burs and #4 bas on 1 B" centers horizontally. Tiebacks: Tie seawall cap with #6 rods, hot dipped galvanized encased In poly tubing, rods on 10' centers. Tie cap to the deadman with a 90 degree turn. Concrete Cap: 12° la# by 78" wide, reinforced with (1) #5 bars with #3 stirrups on 24" centers, tied to deadman at outside bars. Decdmon: a cy concrete on 70' centers, setback 78' from cap with 2' of soil coverage. Seawall panel penetration sholl be a minimum 40% of overall length. One exponsion joint shall be installed every 50' in the seawall cap. 16D-7 0 2.5 5 SCALE FEET MM 1111111111 11111111 41111 111 2 'x 70° Concrete CCA treated Floating 1 Pile Cap Dock ' X. 4 0 0 21 6" 6.5' — s- s s MHW — 1.6 NGVD _.._.._: MLW 0.3'NGVD .. PVC Wrvpped from 7' above h7HWL f r S To l ' Below Mud Line (Typ.) 1 i sti J G rode 10" Bun Diameter Pressure Treated Wood Pile, T O' on ' center. Minimum Pile - Length is 20' - / 70" Butt Diameter Pressure Treated Wood Pile, 70' on center. Minimum Pile Length is 72' Proposed Seawall to Replace Existing Seawall " Concrete Floating Docks As Engineered And Manufactured by Bellingham Marine Industries, Inc or Engineer's Approved Equivalent. Floating Dock will be Cut Out for Romp and Access Clearance. Section D -® SCALE.- 7" = 5' 610 PLANS, NOT ,4'OR CONSTRf/CTlON Notes: All depths reference NGVD. March 03. 2010 4:0 &OG p.m. 0rowln g: ,F_14MASTr R.01YO J VVIL,)UlV CS HJJV( / /VC.. 1 3.3.10 SHEET 7938 Hill Ave. Ft Myers, Florida ,3907 D�g�g� ®�� ®�,, ®, Te1:239 -334 -6870 Fax: 239 -334 -7810 TFC �/ , r Park 811 TRINE and ENVIRONMENTAL CONSULTANTS SECTION: 22 TOWNSHIP: 50 S RANGE: 25 E 2 "x 6" Top and Side Roils with 4 "x 4 "Posts on 5' centers and 2'x 2" Balusters on 5" centers Proposed Seawall Alf concrete shall be 4,000 PSI. All bars shall be hot dipped galvanized and have o minimum concrete cover of 3 ". Panels: 8 '!hick and 4' wide by 16' long (minimum) with (6) 05 vertical bars and 04 bars on 18" centers horizontally. Tiebacks: Tie seawall cop with 06 rods, hot dipped galvanized encased in poly tubing, rods on 10' centers. Tie cop to the deadman with a 90 degree turn. Concrete Cap: 12" toll by 7B "wide, reinforced with (4) 05 bars with 03 siirrvps on 24 "centers, tied to deadmon at outside bars. Deodmon: z cy concrete on 10' centers, setback 78'from cap with 2' of soil coverage. Seawall panel penetration shall be a minimum 405'o of overall length. One expansion joint shall be installed every 50' in the seawall cop. ' Concrete Floating Docks As Engineered And Manuiadured by Bellingham Marine Industries, Inc. or Engineers Approved Equivalent. Floating Dock will be Cut Out Around the Fixed woad Access Dock. Notes: All depths reference NGVD. L I 3.5' 16D7 0 2 4 SCALE FEET 12' Diameter Steel Pile, toa at 12' NGVD Floating Dock 70' wide FDOT Index 0870 Aluminum Pipe Handrail dated 1.7.08 along landward side of floating dock Concrete Floating /.= 1.6' NGVD LW=- 0.3'NGV9 2.5' ? �.Pioposed Seawall to Replace Existing Seawall Sect % ®n E -E SCALE 7 '= 4' BID PLANS, NOT FOR CONSTRUCTlOAr 1 7-e1.-239- 334.6870 Fox:239- 334 -7810 'MARINE and ENVIRONMENTAL CONSULTANTS March 03, 2010 4;08:06 p.m. Drawing! .041AAS EA Dw 3.1 3.70 SHEET BaYV®eW Park 9/1.5 TFC 6D? TECHNICAL SPECIFICATIONS PAGE 1 Demolition and Disposal Demolition will include the tearing down of the existing fixed wood dock, 5wx 59'1, the removal of all (69t) existing mooring piling along the seawall face, the demolition of 448 If of existing seawall, and the excavation of approximately 150 cy of material in the footprint of the boat ramp expansion. Proper disposal of at/ demolition products, Including the backfil/ from behind the seawall, and submerged debris is the responsibility of the CONTRACTOR. Maintenance of Traffic The Contractor will maintain traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. The Contractor will be responsible for constructing and maintaining detours and furnishing, installing, and maintaining traffic control devices during construction. The Maintenance of Traffic plan Includes all facilities, devices, and operations as required for safely and convenience of the public within the work zone. The Contractor will maintain traffic over the portions of the property discussed with the client and Engineer. The Contractor will repair any damage to the existing pavement that occurred during the maintenance of traffic timeframe. Preservation of Property The Contractor will preserve from damage all property which is in the vicinity of or is in anyway affected by the work, the removal or destruction of which is not specified In the plans. This applies to public and private property, public and private utilities (except as specifically directed), trees, shrubs, sidewalks, signs, monuments, fences, guardrail, pipe and underground structures, and public pavement. Natural wear and tear resulting from legitimate use by the Contractor is an exception. Direct special attention will be paid to the protection of all survey control monuments, horizontal or vertical, located within the limits of constuction. The Owner will not require the Contractor to provide routine repairs or maintenance. The Contractor will repair, at no expense to the Owner, all damage caused by the construction operations. In case of failure on the part of the Contractor to restore such property, road or street, or to make good such damage or injury, the Engineer may, upon 48 hours notice, proceed to repair, rebuild, or otherwise restore such property, road, or street as may be deemed necessary, and the Owner will deduct the cost thereof from any monies due or which may become due the Contractor under the Contract. Nothing in this clause prevents the Contractor from receiving proper compensation for the removal, damage, or replacement ofany public orprivate property, not shown on the plans, that is made necessary by alteration of grade or alignment. The Engineer will authorize such work, provided that the Contractor, or his employees or agents, have not, through their own fault, damaged such property. Contractor's Use of Streets and Roads When hauling materials or equipment to the project over roads and bridges on the county road system, or city street system, and such use causes damage, Immediately, at no expense to the Owner, repair such road or bridge to as good a condition as before the hauling began. The Owner may modify the above requirement In accordance with any agreement the Contractor might make with the governmental unit having /urisdlctlon over a particular road or bridge, provided that the Contractor submits written evidence of such agreement to the Engineer. The Owner will not allow the operation of equipment or hauling units of such weight as to cause damage to previously ronstructed elements of the project, including but not necessarily limited to bridges, drainage structures, base course, and pavement. Do not operate hauling units or equipment loaded in excess of the maximum weights specified by FDOT on existing pavements that are to remain in place (including pavement being resurfaced), cement - treated subgrades and bases, concrete pavement, any course of asphalt pavement, and bridges. The Engineer may allow exceptions to these weight restrictions for movement of necessary equipment to and from its worksite, for hauling of offsite fabricated components to be incorporated into the project. BIG' PLANS, NOT FOR CON,77R' UCTlON HANS WILSON & ASSOC INC. 1938 Hill Ave. Ft. Myers, Florida .3901 C— Tet:239.334 -6870 Foxr 239 - 334.7870 'MARINEand ENVIRONMENTAL CONSUITANTS March D3, 2010 4:06:06 p.m. Drawing: J0QA5TER.0W0 3.3.70 SHEET ayy ew Park 10115 TFC 1607 TECHNICAL SPECIFICATIONS PAGE 2 Existing Utilities Do not commence work at points where the construction operations are adjacent to utility facilities or other property, until making arrangements with the utility facilities to protect against damage that might result in expense, loss, disruption of service, or other undue inconvenience to the public or to the Owners. The Contractor is solely and directly responsible to the Owners and operators of such properties for all damages, Injuries, expenses, losses, inconveniences, or delays caused by the Contractor's operations. The Owner will make the necessary arrangements with utility Owners for removal or adjustment of utilities where the Engineer determines that such removal or adjustment is essential to the performance of the required construction. The Owner will not consider relocation or adjustment requests based on the Contractor's proposed use are particular method of construction or a particular type of equipment as essential to the construction of the project if the Contractor could use other common methods and equipment without relocating or adjusting the utility. The Engineer will determine the responsibility for any such required adjustments of utilities. The Contractor shall make all requested relocations or adjustments because of delivery to the job site of Contractor furnished materials, at no expense to the Owner. Construction Fence The Contractor will erect temporary fencing as a first order of business in order to maintain security of materials on the site. This should also be done for the protection of pedestrians who are likely to gain access to the project from the adjacent property. Docking Facility Construction Fixed Wood Dock: Live Loading. 60 psf Decking: 2'5(6" non -CCA treated lumber Dock Piling. 10" butt diameter on 10' centers with varying lengths Stringers: 2 xe" on 16" centers max Pile Caps: 2 "x 10" double on the waterward bent Decking - Decking material will be #1 dense Southern Yellow Pine, Win a minimum retention of 0.4 pot non -CCA treatment. Decking will be surfaced dimensional lumber, with not greater than X "gap between boards. All decking will be placed bark side up to minimize cupping of boards. All decking will be fastened with stainless steel ringshanked 16d nails with (2) per stringer per board or 3" square drive stainless steel decking screws (2) per stringer per board. Piling -All wood pilings will be of Southern Yellow Pine meeting ASTM D25 specifications. Wood piling will be treated with CCA with a minimum retention of 2.5 pct. Alt piling will be PVC wrapped from 1' below the mud line to 1' above the MHW line. All piling will be clearly and permanently marked with a brand, or a manufacturer's certification which contains the following information; suppliers brand, plant designation, month and year of treatment, species of timber, length and class of pile, type and retention of preservative used for treatment. Ali pilings will be driven orjetted into the bottom. if driven, care must betaken not to damage the piles, The top of all piles will be driven, jetted, or cutoff at grade in such a manner that all finished pile head surfaces will be on a horizontal plane unless noted otherwise. Dock piling will be cut off at 4' above the deck surface. PVC Pile Wrap - The Contractor will install Potyvinyl Chloride (PVC) pile wrap on all CCA treated piling from l' below the mud line to V above the MHW line. The pile wrap will be commercial grade, minimum 30 -mil lhfckness with a minimum ofa 24 "overlap. Before installing wrap, pile will be cleaned, removing all foreign matter for the entire length to be protected. This Includes all existing surface projections (i.e. nails, bolts, large splinters) and any other surface condition that would penetrate or damage the wrap. Wrap will be secured with stainless steel nails on 10" centers along the seam and around the upper and lower rims, in accordance with manufacturer's requirements. 8.0 PLANS, NOT FOR CONSTRUCTION 1 938 Hill �vON & yASSOC. INC. 7'e1:239- 334 -6870 Fox.-239-334-7810 WINE and ENVIRONMENTAL CONSULTANTS M.'ch 03. 2010 ::00:06 p.m. Omwing: JJW,ASTEROWG 3.3.70 SHEET Bayyi w Park 11115 TFC 1607 TECHNICAL SPECIFICATIONS PAGE 3 Stringers -Stringers will be #2 dense Southern Yellow Pine and treated with Chromium CopperArsenale (CCA) with a minimum retention of 0.6 pct. The stringer adjacent to the seawall cap will be scabbed not less than 18 "per stringer end. The scab will be relied to the stringer, with not less than (4) 16d stainless steel ringshanked nails or (4) 3" square drive stain less steel decking screws per stringer end. The scab and stringer will be bolted to the piling with 518" lag bolls. The intermediate and outboard stringer may be lapped not less than 18" or may be scabbed not less than 18 "per stringer end. The outboard stringer will be single bolted with 5/8" diameter through bolts, washers, and nuts to proximate pites. One 90 degree stainless steel twist strap will be installed on each stringer, one per pile bent. Pile Caps -Pile caps will be #2 dense Southern Yellow Pine and treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pct. Pile caps will be double bolted with 5/8" diameter through bolts, washers, and nuts. Lumber maybe rough -cut to actual dimensions or finished dimensional lumber. Pile cap ends wilf be chamfered at a 45" angle. Hardware - All bolts, nuts, washers, lag screws, screws, trim nails, straps, brackets and miscellaneous hardware will be hot dipped galvanized orstainless steel. All deck fasteners will be stainless steel, without exception. All through bolts will have washers on both sides of the lumber, bearing evenly on all surfaces. All bolts will be tightened to the manufacturer's recommended torque values. All exterior bolts that may protrude Into slip spaces will be counter sunk to avoid damage to boat hulls. A# bolts will meet ASTMA -325 standards for boll type, stainless steel bolts, nuts & washers will conform to the requirements ofASTM A-320 and ASTM A -153 standards for hot dipped galvanized treatment. Handrafling - The handrafling around the dock access and along the seawall will be made from #1 dense Southern Yellow Pine, treated with Alkaline Copper Quat (ACQ) or CopperAzole (CA) with a minimum retention of 0.4 pcf. It will be 3.5' high and constructed of 2'x2 "balusters on 5" centers and 454 "posts on 5' centers. The cap refl, top side rail, and bottom side rail are each 2x6. The bottom side rail will be no higher than 5" from the deck surface. The cap rall, top side rail, and bottom side fall will be secured with (2) 3" square drive stainless steel bolts at each post. Each baluster will also be secured to the top and bottom side rails with (2) 2.5" square drive stainless steel bolts. The posts will be bolted through the stringers with (2) 518 "carriage boils. The handrafling along the landward side of the floating dock will be aluminum pipe handrafling in accordance with FOOT Index #870 dated 1.1.08. Floating Concrete Docks: It is intended that the concrete floating docks will be as manufactured by Bellingham Marine (www.beflingham- madne.com). Alternate manufacturers maybe quoted at the Contractor's option. The specifications produced by the manufacturer for the CONTRACTOR are included by reference and will be considered as part of the technical specifications for the construction, same as this document. Design of the floating dock piles, including the length and penetration, will be included as parts of the floating dock Shop Drawings. Dimensions: 10' wide by 150' long overall - 10'w by 207 transition to a 4'w by 501 transition to a 10'w by 807 transition Live Loading. 50 psf Freeboard: 18" Dock Piling. number, size, and length as spectfied by dock manufacturer Piling top height: 12.0' NGVD Piling guides: External to the floating system Gangway - The aluminum gangway is to be a low profile deck with integral handrafling system. It will be constructed using 5061 -T6 aluminum with non -skid surfaces. The gangway will be 5'w x 46% The aluminum bolts, nuts, and washers will conform to the Federal Specification QQ- A -270a (1) as amended for aluminum alloy 6061 -7-6. An isolating membrane will be installed between the gangways and the wood decking to avoid any reaction between the materials. A wearplate will be installed between the 36 "gangway landing plate and the floating deck. BID PLANS, NOT FOR CONSTRUCTION 111SON & ASSOC. INC. Hill Ave. R. Myers, Flando . 3901 '9- 334 -6870 Fax: 239 -334 -7810 and ENVIRONMENTAL CONSULTANTS Warch 03, 2010 4:03:06 p.m. Drawing: JEI4MASTER.OWG 3.3.70 SHEET rFC Bat ew Park 1 12115 TECHNICAL SPECIFICATIONS PAGE 4 Cleats- The CONTRACTOR will install 12" hot dipped galvanized steel dock cleats along the fixed and floating docks. The cleats will be placed 10' on center. The cleats will be bolted through the decking and wooden waters utilizing appropriately sized lag balls. Some type of isolating membrane will be installed between the cleats and the deck boards / wooden waters to avoid any reaction between the materials. Steel Piling Caps - All steel piling tops associated with the floating dock will be rifted with conical PVC / HOPE piling caps. Piling caps will be black in color and sized to within W' of piling diameter. Piling caps to be held in place with a commercial grade adhesive. Boat Ramp Construction The ramp will be made of a cast in place slab 123' across, 26' In length, and Fin thickness. The head of the ramp will match the existing ramp elevation and the toe of the ramp will extend to -4' ML W. A 24" wide by 4 "deep flume with hot dipped galvanized steel grate cover will be placed before the head of the ramp to catch ramp runoff and will direct boat drip water into the temporary detention basin as depicted in the attached drawings. Below the cast in place slab, the remainder of the ramp will be made of precast, reinforced, concrete slabs that measure 123' across, 4' in length, and 8" in thickness. In addition, an extension will be added onto the existing ramp. The extension will consist of precast, reinforced, concrete slabs that measure 15' across, 4' in length, and 8 "in thickness. 11 is the responsibility of the Contractor to field confirm the existing end of the ramp and make the necessary adjustments to meet the depth of the proposed ramp expansion. The concrete will be 4, 000 psi and conform to FOOT Standard Specifications Section 400 Concrete Structures. All slabs will be reinforced with #5 hot dipped galvanized rebar on 12" centers In both directions. All reinforcements will have 3 "minimum coverage and will be placed in the bottom face of the slabs. The slabs must be placed over a minimum b'" thick layer of 57 stone aggregate that will be placed over filter cloth. Each slab, including the cast in place slab, wilt be connected by 2 rings of 3/8" diameter -7 strand stainless steel cable embedded into the slabs and clamped around the #5 rebar. The loops will extend 3" out from the slab and have an approximate spread of 4" as shown in the drawings. The loops will belied together using stain less steel Nico connectors. The panels will be installed with a 4 "gap between them. The gaps should be rifled with rock after placement The head of ramp should match the elevation of the existing ramp. The toe of the ramp should be constructed to an elevation of- 4'MLW. The slope ofthe ramp will match the slope of the existing ramp. The finish should be 1 -inch v -groove to ensure maximum traction for vehicles and trailers. The grooves should be at a 60 angle with the water -end of the ramp. Minimum 2' diameter rocks on top of filter cloth will be placed in a double row across the toe of the ramp expansion and the existing ramp extension. The top of the rocks will be set no shallower than -3' ML W. Temporary Detention Area There will be a f0'w x 107 temporary detention basin constructed as shown in the plan set. The detention basin will be 1' deep with side slopes at 2:1. There will be a 4" diameter drain pipe leading from the south and of the flume Into the detention basin. Seawall Construction A/l vertical sheet panels will be jetted or driven into the bottom. Weep holes, 1 "In diameter, backed by filter fabric will be installed 1.5' below the seawall cap every 4' center on each seawall panel to relieve hydrostatic pressure behind the wall. The cap will be reinforced as shown on the plans and tied to the deadmen with a #6 hot dipped galvanized tieback rod every f 0'. All concrete will be 4,000 psi and conform to FDOT Standard Specifications Section 400 Concrete Structures. All reinforcements will be hot dipped galvanized ASTM A615 Grade 60 and have 3" minimum coverage. The seams between the seawall panels will be backed with filter fabric from the cap down to an elevation of -5' MLW. The filter fabric will overlap the seam 18 "on each side. One expansion joint will be installed every 50'in the cap. 1t will be r:" wide and free and clear of all debris. Expandable polyethylene joint filler will be used with a x'/ "layer ofJoint sealant on the top and bottom of the joint March 03, 2010 4:0606 p.m. RfO RL4YV5 NOT FOR CONSTRUCTION D,.nhg: JE;4MAS7ER.DWG HANS WILSON & ASSOC. INC. 3.3.10 SHEET 1938 Hill Ave. R. Myers, Florida Y3901 p�q, ®�� F9��� sue— rel.-239-334-6370 Fax.-239-334-7870 Say view Park 13115 FAlV1RnAlAAFA1T61 r'nAl Cill TAVTC I TFC I I J 16D7 TECHNICAL SPECIFICATIONS PAGE 5 Panel Len thg Along Boat Ramp. The length of the seawall panels will vary based upon the exposed face along the side of the boat ramp as fellows. Exposed Face Panel Length 6'to 5' 14' 5'to 4' 12' 4'10 3' 10' 3'to 2' 6' 2'orless 6' Panel Length Along Canal. The seawall panels along the canal front will be Win length to accommodate the existing depths. Panel Details., Wall length: 115 If on north side of ramp and 326 If on south side of ramp Panel dimensions: 8" thick x 4' wide x varying lengths (see above) Panel reinforcement• (6) #5 vertical bars and #4 bars on 18 "centers horizontally Cap dimensions: 12" tall x 18" wide Cap reinforcement. (4) #5 reinforcements with #3 stirrups on 24" spacing Deadmen size: % cy of concrete, on 10' centers, set back 12' when the exposed face is 4' or less and installed to an elevation of 1.5' NGVD to allow for future construction, set back 18' when the exposed face is over 4' and Installed to an elevation of 2' NGVD allowing for 2' of sell coverage Tieback rods: #6 hot dipped galvanized bars tied to deadmen with a 90 degree turn into deadman, on 10' centers, encased In poly tubing Attach New and Existing Seawalls: The seawall along the north side of the boat ramp is to remain in place. Once the new seawall panels are installed, the new and existing raps and panels will be joined. At the location where the new seawall will fain the existing wall, the concrete of the existing cap wilt be removed for a minimum distance of 18 "along the ramp. Four #5 hook bars with 90 degree bends in them will be installed overlapping the new and aristing steel for a minimum of Won each side of the corner. The new and existing steel will be tied together. Next the landward side of both seawalls will be excavated for a minimum distance of 24 "along the wall. The excavation will be from the cap down to l'below the mudline on the front face. Plywood or other similar form material 12" In width will then be installed on an angle to create a triangle at the location where the new and existing panels meet. 4,000 psi concrete conforming to FDOT Standard Specifications Section 400 Concrete Structures will be poured into the opening and over the steel in the cap to seal the panelloint and complete the cap union. Turbidity Monitoring Turbidity monitoring will be performed in accordance with the FL Department of Environmental Protection Permit No. 11-0275295-001 & -002 and the US Army Corps of Engineers Permit No. SAJ- 2007 -2040, Construction Conditions The Contractor will comply with the July 2005 Standard Manatee Construction Conditions for in water construction and the Sea turtle and Smalltooth Sawfish Construction Conditions of March 2006. BID PLANS, NUT FOR CONSTRUCTION HANS WILSON & ASSOC. INC. 1938 Hill Ave. Ft. Myers, Florida ,3907 - Tek239- 334 -6870 Fox: 239 -334 -7810 -- MARINE and ENVIRONA4ENTAL CONSULTANTS March 01, 2010 4;00:05 p.rn. Drawing: JE141JA57Ek D)Yo 3.3.70 SHEET TFC Bayy ew Park 114115 1607 TECHNICAL SPECIFICATIONS PAGE 6 Important Documents Documents relating to the proposed work include the following. It is the responsibility of the Contractor to make sure they have all necessary copies. • FL Department of Environmental Protection Permit No. 11-0275295-001 • US Army Corps of Engineers Permit No. SAJ- 2007 -2040 • City of Naples Building Permits • Reporf ol'GeolecbWoo /Exp/oralion Project No. 109. 049.02 from Forge Engineering, Inc dated July, 9, 2009 ff10 PLANS, NOT FOR CONSTRUCTION HANS WILSON & ASSOC. INC. 1938 Hill Ave. Ft Myers, Florida .3901 1` 7el.239 -334 -6870 Fax: 239- 334 -7810 -`MARINE and ENVIRONMENTAL CONSULTANTS 6fa1cn 03, 2010 4:08:06 p.m, Drawing: J041AA5TER.0W0 3.3.10 SHEET q)no*w Park 15115 TFc 16D? GC- CA -N -1