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Backup Documents 10/22/2013 Item #11A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP l 1 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO /� THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATUIffEc E I vED DEC 112013 Routed by Purchasing Department to Office Initials Date the Following Addressee(s)(In routing order) 1. Risk Management Risk u/,/f3 2. County Attorney Office County Attorney Office Di, 43 3. BCC Office Board of County G14 by Commissioners 01131)3 4. Minutes and Records Clerk of Court's Office 124,3 5. Return to Purchasing Department Purchasing Contact: Diana DeLeon PRIMARY CONTACT INFORMATION Name of Primary Diana DeLeon for Evelyn Colon, Phone Number 252-8375 Purchasing Staff December 10,2013 Contact and Date Agenda Date Item was October 22,2013 t/ Agenda Item Number 11.A‘,./ Approved by the BCC Type of Document Contract Number of Original 2 Attached Documents Attached PO number or account N/A Solicitation/Contract 13-6151 ADJ number if document is NumberNendor Name Excavating of Florida to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not _ appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature? DD 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed ` �pe., by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board _ 5. The Chairman's signature line date has been entered as the date of BCC approval of the N/A document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's DD signature and initials are required. _ 7. In most cases(some contracts are an exception), an electronic copy of the document and DD this routing slip should be provided to the County Attorney's Office before the item is input into SIRE. 8. The document was approved by the BCC on the date above and all changes made DD during the meeting have been incorporated in the attached document. The County Attorney's Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the BCC,all changes directed by the BCC have been made, and the document is ready for t - Chairman's signature. HA MEMORANDUM Date: December 13, 2013 To: Diana De Leon, Contracts Technician Purchasing Department From: Teresa Cannon, Deputy Clerk Minutes & Records Department Re: Contract #13-6151 "93rd and 94th Avenue North Water Main Replacement" Contractor: ADJ Excavating of Florida Attached is an original copy of the contract referenced above, (Item #11A) approved by the Board of County Commissioners on October 22, 2013. The second original will be held on file in the Minutes and Records Department for the Board's Official Record. If you have any questions, please contact me at 252-8411. Thank you. Attachment 11A County ColiVer Adrt nistative Services ' Purchasing 93RD and 94TH Avenue North Water Main Replacement COLLIER COUNTY BID NO. 13-6151 COLLIER COUNTY, FLORIDA Evelyn Colon, Procurement Strategist Email: evelyncolon @colliergov.net Telephone: (239) 252 - 2667 FAX: (239) 252 - 2810 Design Professional: Q Grady Minor and Associates, P.A. Purchasing Department•3327 Tatmami Trail East•Naples,Ronda 34112-4901•WM col€iergov_netipurchasing 114 TABLE OF CONTENTS PUBLIC NOTICE 3 PART B - INSTRUCTIONS TO BIDDERS 5 CONSTRUCTION BID 13 BID SCHEDULE 15 MATERIAL MANUFACTURERS 16 LIST OF MAJOR SUBCONTRACTORS 17 STATEMENT OF EXPERIENCE OF BIDDER 18 TRENCH SAFETY ACT 19 AFFIDAVIT FOR CLAIMING STATUS AS A LOCAL BUSINESS 20 IMMIGRATION LAW AFFIDAVIT CERTIFICATION 21 COLLIER COUNTY SOLICITATIONS SUBSTITUTE W-9 22 BID BOND 26 BIDDERS CHECK LIST 29 CONSTRUCTION AGREEMENT 30 EXHIBIT A: PUBLIC PAYMENT BOND 38 EXHIBIT A: PUBLIC PERFORMANCE BOND 41 EXHIBIT B: INSURANCE REQUIREMENTS 45 INSURANCE AND BONDING REQUIREMENTS 47 EXHIBIT C:RELEASE AND AFFIDAVIT FORM 49 EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT 50 EXHIBIT E: CHANGE ORDER 55 EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION 57 EXHIBIT G: FINAL PAYMENT CHECKLIST 59 EXHIBIT H: GENERAL TERMS AND CONDITIONS 61 EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS 93 EXHIBIT J: TECHNICAL SPECIFICATIONS 94 EXHIBIT K: PERMITS 95 EXHIBIT L: STANDARD DETAILS ERROR! BOOKMARK NOT DEFINED. EXHIBIT M: PLANS AND SPECIFICATIONS 96 EXHIBIT N: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT 97 1 1 er County Admistrative Services vi Purchasing PUBLIC NOTICE INVITATION TO BID COLLIER COUNTY, FLORIDA 93RD AND 94TH AVENUE NORTH WATER MAIN REPLACEMENT COUNTY BID NO. 13-6151 Separate sealed bids for the construction of 93rd and 94th Avenue North Water Main Replacement, addressed to Ms. Joanne Markiewicz, Interim Purchasing Director, will be received at the Collier County Government, Purchasing Department, 3327 Tamiami Trail E, Naples, FL 34112, until 11:00 A.M. LOCAL TIME, on the August day of 29th, 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, at 11:00 A.M. LOCAL TIME on the August day of 13th, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. All Bidders shall submit all questions via the OnLine Bidding System located at colliergov.net\bid. All questions will be answered in the OnLine Bidding System. The Engineer's Estimate for this project is $2,095,090.00 Dollars. Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County Government, Collier County, 93rd and 94th Avenue North Water Main Replacement Bid No. 13-6151 and Bid Date of August 29, 2013". No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule 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 Online Bidding System 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 cashier's 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 ten (10) 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. 11A 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 be executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid Bonds or Payment and Performance Bonds must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the Successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. Before a contract will be awarded for the Work contemplated herein, the Owner shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within two hundred forty (240) 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 25th day of July. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/Joanne Markiewicz Interim Purchasing/General Services Director 11 A 4. 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 14 - 29 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 Government, Purchasing Department, 3327 Tamiami Trail E, Naples, FL 34112. If forwarded by mail, the sealed envelope 11A containing the Bid must be 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 cashier's 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 one hundred and twenty (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 one hundred and twenty (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. 11A 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 114 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. 11A Section 11. Bid Quantities 11.1 Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager and the Successful Bidder shall have the discretion to re-negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at the time of bid. 11.2 Alternate Bid Pricing: In the event that alternate pricing is requested, it is an expressed requirement of the bid invitation to provide pricing for all alternates as listed. The omission of a response or a no-bid or lack of a submitted price may be the basis for the rejection of the submitted bid response. All bids responses received without pricing for all alternates as listed will be considered technically non-responsive and will not be considered for award. Section 12. Award of Contract 12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation (including the form of the bid documents or bid procedures) shall file their protest with the Purchasing Director prior to the time of the bid opening strictly in accordance with Owner's then current Purchasing Policy. 12.2 Statement of Award: The Award of Contract shall be issued to the lowest, responsive and qualified Bidder determined by the base bid, and any, or all, selected alternates, and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner. When the contract is awarded by Owner, such award shall be evidenced by a written Notice of Award, signed by a Purchasing Agent of the Owner's Purchasing Department or his or her designee and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. 12.3 Award recommendations will be posted outside the offices of the Purchasing Department generally on Wednesdays or Thursdays prior to the presentation to the Board of County Commissioners. Award of Contract will be made by the Board of County Commissioners in public session. Any actual or prospective bidder who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and holidays) of the date that the recommended award is posted. Upon filing of said 11A notice, the protesting party will have five (5) days to file a formal protest, said protest to strictly comply with Owner's then current Purchasing Policy. A copy of the Purchasing Policy is available at http://www.colliergov.net/Index.aspx?page=762. 12.4 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. 12.5 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. 12.6 Certificate of Authority to Conduct Business in the State of Florida (Florida Statute 607.1501) In order to be considered for award, firms must be registered with the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 and provide a certificate of authority (www.sunbiz.org/search.html) prior to execution of a contract. A copy of the document may 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. 12.7 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 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 11A 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 clarification to assure full understanding of, and responsiveness to solicitation requirements. 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 11A applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 87-25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de-certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. 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, 11A 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. Lobbying All firms are hereby placed on NOTICE that the Board of County Commissioners does not wish to be lobbied, either individually or collectively about a project for which a firm has submitted a response. Firms and their agents are not to contact members of the County Commission for such purposes as meeting or introduction, luncheons, dinners, etc. During the process, from solicitation closing to final Board approval, no firm or their agent shall contact any other employee of Collier County in reference to this solicitation, or the vendor's response, with the exception of the Purchasing Director or his designee(s). Failure to abide by this provision may serve as grounds for disqualification for award of this contract to the firm. Section 18. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." 11A1 tow CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA 93RD AND 94TH AVENUE NORTH WATER MAIN REPLACEMENT BID NO. 13-6151 Full Name of Bidder ADJ Excavating of Florida, Inc. Main Business Address47301 Feathered Ct.Shelby Township,MI 48315 Place of Business 1371 Artesia Dr E Unit 402 Naples, Florida 34113 Telephone No. 810-560-7018 Fax No.239-236-8800 State Contractor's License#CGC1511567 State of Florida Certificate of Authority Document Number P06000075339 Federal Tax Identification Number 87-0772171 DUNS# 804718901 CCR# Cage Code 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, including Addenda issued thereto and acknowledges receipt below: 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. 114 BID SCHEDULE 13-6151 93RD and 94TH AVENUE NORTH WATERMAIN REPLACEMENT ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 Mobilization/Demobilization 1 LS $118,900.00 $118,900.00 2 Maintenance Traffic 1 LS $10,000.00 $10,000.00 3 Project Sign 4 EA $500.00 $2,000.00 4 Stormwater Pollution Preventation 1 LS $2,000.00 $2,000.00 5 6" PVC WM (CL 150) 100 LF $20.19 $2,019.00 6 6" PVC WM (CL 200) 100 LF $20.19 $2,019.00 7 8" PVC WM (CL 150) 10,760 LF $31.62 $340,231.20 8 8" PVC WM (CL 200) 700 LF $33.89 $23,723.00 9 8" DIP Watermain 40 LF $33.22 $1,328.80 10 12" PVC Watermain (CL200) 40 LF $32.92 $1,316.80 11 Cut In 6 x 6 x 8 Tee 3 EA $1,564.00 $4,692.00 12 Cut In 6 x 6 x 6 Tee 1 EA $2,500.00 $2,500.00 13 Cut In 12 X 8 Cross 2 EA $2,250.00 $4,500.00 14 Cap Exist 6"WM 6 EA $325.00 $1,950.00 15 Cap Exist 8"WM 2 EA $375.00 $750.00 16 6" Gate Valve 6 EA $965.00 $5,790.00 17 8" Gate Valve 25 EA $1,300.00 $32,500.00 18 12"Gate Valve 2 EA $2,180.00 $4,360.00 19 Air Release Valve (ARV) 10 EA $1,300.00 $13,000.00 20 Temp. Bact Sample (TBSV) 15 EA $350.00 $5,250.00 21 Perm. Bact Sample(PBSV) 4 EA $1,350.00 $5,400.00 22 Blow Off/TBSV 6 EA $1,050.00 $6,300.00 23 Fire Hydrant Assembly(FH) 16 EA $3,400.00 $54,400.00 24 Temp.Jumper 4 EA $350.00 $1,400.00 25 Final Connect 10 EA $2,000.00 $20,000.00 26 4" Service Conduit only 500 LF $50.00 $25,000.00 27 1 1/2" Water Service, Long 120 EA $1,150.00 $138,000.00 28 1 1/2" Water Service,Short 120 EA $495.00 $59,400.00 29 2"Water Service, Long 1 EA $1,400.00 $1,400.00 30 2"Water Service, Short 1 EA $825.00 $825.00 31 3"Water Service, Long 1 EA $1,800.00 $1,800.00 32 3"Water Service, Short 1 EA $1,025.00 $1,025.00 33 Water Meter Boxes 320 EA $45.00 $14,400.00 34 Backflow Prevention Devices 320 EA $150.00 $48,000.00 35 Private Water Service Extension 15 EA $500.00 $7,500.00 36 Extra 3/4" Private Water Service 250 LF $20.00 $5,000.00 37 Extra 1 1/2" Water Service 250 LF $20.00 $5,000.00 38 Additional 8" WM Deflection 2 EA $1,750.00 $3,500.00 39 Additional 6" WM Defelection 4 EA $1,350.00 $5,400.00 40 Remove 6"AC Pipe 10,700 LF $7.00 $74,900.00 41 Remove 8"AC Pipe 1,000 LF $7.00 $7,000.00 42 Misc.Abandonment 1 _ LS $5,000.00 $5,000.00 43 Roadway Remove/Replace 3,150 LF $2.50 $7,875.00 44 Concrete Drive Remove/Replace 6,500 SY $31.50 $204,750.00 45 Asphalt Drive Remove/Replace 2,750 SY $21.64 $59,510.00 46 Gravel Drive Remove/Replace Asphalt 850 SY $11.00 $9,350.00 hA .�. �, BID SCHEDULE 13-6151 93RD and 94TH AVENUE NORTH WATERMAIN REPLACEMENT ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 47 Asphalt Overlay 1"(Roadway) 35,000 SY $5.00 $175,000.00 48 Decorative Driveway Removal/Replacement 700 SY $50.00 $35,000.00 49 Paver Drive Remove/Reinstall 750 SY $30.00 $22,500.00 50 Asphalt Sidewalk Removal/Replacement 550 SY $14.00 $7,700.00 51 Concrete Sidewalk Removal/Replacement 20 SY $31.50 $630.00 52 Temp Striping 1 LS $4,000.00 $4,000.00 53 Thermo Striping 1 LS $8,200.00 $8,200.00 54 6"Sewer Lateral Adjustment 200 LF $25.00 $5,000.00 55 Sewer Cleanout(Double) 10 EA $200.00 $2,000.00 56 Sewer Cleanout(Single) 10 EA $200.00 $2,000.00 57 Unsuitable Soil Removal/Replace 140 CY $50.00 $7,000.00 58 Allowance 1 LS $50,000.00 $50,000.00 Total Bid $1,669,994.80 Note:All excavation sail be unclassified, no extra payment shall be made for rock excavation or dewatering. Why 11A 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, including compliance with Florida Statute 255.20 to provide lumber, timber and other forest products produced and manufactured in the State of Florida as long as the price, fitness and quality are equal. 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 list. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Company: ADJ�Excavati . of Florida, Inc. Signature,"' _ Date: 8/29/2013 Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 1. 2. 3. 4. 5. Please insert additional pages as necessary. Company: Signature: Date: HA " 4 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 Subcontractor and Address Work 1. Electrical N/A 2. Mechanical N/A 3. Plumbing N/A 4. Site Work No Subcontractors will be used 5. Identify other Better Roads subcontractors 1910 Seward Ave. that represent Naples, FL 34109 more than 10% of price or that affect the critical path of the schedule Company: ADJ Exc -.;a0,of Florida Inc. =517)Si g nature . Date: Z2/3 11A ;•.., 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. Maplelawn Water Main Clinton Township Dan Doyle 586-615-2699 Clinton I ownship Water Department 2. Tim Pinter 239-389-5018 Public Works Director South End Water Main Replacement Marco City of Marco Island 3 Tim Pinter 239-389-5018 Public Works Director 5th Avenue Sidewalk-Marco Island City of Marco Island 4. 2008&2009 Water Main Replacement City of Wayne Ramzi El-Gharib City Engineer 734-728-9100 5. Palm Grove Drainage Improv. South Les Gillis Public Works Director 386-322-3080 Daytona 6. Bill Westrick President Anderson Eckstien& Multiple Projects for Engineering Firm AEW Westrick 586-726-1234 Dated 8/29/2013 ADJ Excavating of Florida, Inc. 'de BY: r !✓ TRENCH SAFETY ACT 11 A ,.... 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. Trench Box Lump Sum 1 1500.00 1500.00 2. Softy Training Lump Sum 1 2500.00 2500.00 3. 4. 5. TOTAL $4000.00 Failure to complete the above may result in the Bid being declared non-responsive. Dated 8/29/2013 ADJ Excavating of Florida, Inc. B'BY: .,e— - 2 _J-1,-/ hA1 cat"- Comeity AFFIDAVIT FOR CLAIMING STATUS AS A LOCAL BUSINESS SOLICITATION#:13-6151,93RD AND 94TH AVENUE NORTH WATER MAIN REPLACEMENT(CHECK APPROPRIATE BOXES BELOW) State of Florida(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: 2009 Number of Employees(Including Owner(s)or Corporate Officers):7 Number of Employees Living in® Collier County or® Lee(Including Owner(s)or Corporate Officers):6-1 If requested by the County,vendor will be required to provide documentation substantiating the information given in this affidavit. Failure to do so will result in vendor's submission being deemed not applicable. Company Name: ADJ Excavating of Florida, Inc. Date: 8/29/2013 Collier or Lee = ess: 1371,Artesia Dr E Unit 402 Naples, Florida 34113 Signature: .r � ._ %' —___e Title: President ril i 1,41 I f 0.Ii STATE OF Fteclit44374 0 COLLIER COUNTY ❑ LEE COUNTY MC(GOrn GI.tn" S,orn to and Subscribed Before Me, a Notary Public,for the above State and County, on this ael Day of • l row- Jar fir ' No ary Public 2 My Commission Expires: C L6,L t(9 MACKENZIE KING Michigan AFFIX OFFICIAL SEAL) Notary gin mt Countty My Commission aspires May 28,2019 11A •" ,ii ., co =tat ladtm. Immigration Law Affidavit Certification Solicitation:13-6151,9312D AND 94TH AVENUE NORTH WATER MAIN REPLACEMENT This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid(ITB's)and Request for Proposals(RFP)submittals. Further, Vendors/Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verify program,may deem the Vendor/Bidder's proposal as 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 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's / Bidder's proposal. Company Name ADJ Excavating of Florida, Inc. Print Name Arnold Recchia Title President Signature �j ", ,-e. Date 8/29/2013 r. fir. w __ t State of 5►! i(11I CjC) County of ma ,.) b The foregoing instrument was signed and acknowledged before me this 29th day of August ,2013 by Arnold Recchia who has produced Drivers License as identification. iiType Name) (Type of Identification and Number) Notary Public •- u MEW J 1 i p r/X ` ]; . YA,r ii MACKENZIE KING All ' " .4 Notary Public,=,,...mb County,Michigan Printed Name of Notary Public 3 Acting in llL -Ijs* it County My Commission expires May 2i.2019 Notary Co mission 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. 114 r eta N, 47,°1 asr COLLIER COUNTY SOLICITATIONS SUBSTITUTE W—9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County(including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5) require that the county notify you in writing of the reason for collecting this information, which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information (provide all information) Taxpayer Name Atli Excavating of Honda, Inc. (as shown on income tax return) Business Name ADJ Excavatina of Florida. Inc. (if different from taxpayer name) Address 1371 Artesia Dr E Unit 402 City Naples State Florida Zip 34113 Telephone 810-560-7018 FAx 239-236-8800 Email ron @adjexcavating.com Order Information Remit 1 Payment Information Address 47301 Feathered Ct. Address 1371 Artesia Dr E Unit 402 City Shelby Twl State Michigan Zip 48315 City Naples state Florida Zip 34113 FAX 239-236-8800 FAx 239-236-8800 Email ron @adjexcavating.com Email ron @adjexcavating.com 2. Company Status(check only one) _Individual/Sole Proprietor X Corporation _Partnership _Tax Exempt(Federal income tax-exempt entity _Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c)3) Enter the tax classification (D=Disregarded Entity,C=Corporation,P=Partnership) 3. Taxpayer Identification Number(for tax reporting purposes only) Federal Tax Identification Number(TIN) 87-0772171 (Vendors who do not have a TIN,will be required to provide a social security number prior to an award of the contract.) 4. Sign and Date Form Certification:Under•),altie of petit/ I certify that the information shown on this form is correct to my knowledge. Signatu - ....'- Date 8/29/2013 Arnold Recchia Title President Phone Number 810-560-7018 11A Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely manner. Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Bid within two hundred ten (210) 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 rri I 11(Oil County of Arnold Recchia , 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. Arnold Recchia , 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. 114 4 (a) Corporation The Bidder is a corporation organized and existing under the laws of the State of Florida , which operates under the legal name of ADJ Excavating of Florida, Inc, , and the full names of its officers are as follows: President Arnold Recchia Secretary James Recchia Treasurer Anthony Recchia,James Recchia Manager Arnold Recchia The President, Secretary,Treasure or Manager is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken , a certifieEl copy of which is hereto attached (strike out this last sentence if not applicable). .) Co-Partnership The = •der is a co-partnership consisting of individual partners whose full name :re as follows: The co-partnership does burin= s under the legal nam- •f: (c) lndividu The ' dder is an individual whose full name is • if operating under a trade name, said trade name is 11A Complete for information contained in (a) Corporation, (b) Co-Partnership or (c) Individual from previous page. DATED 8129x2013 ADJ Excavating of Florida, Inc. legal entity II ,( L 1 BY Arnold Recchia - s Name: :'. e (Ty.-, VP Witness ignore President Title STATE OF fliI Oil Clan COUNTY OF ma ( b The foregoing instrument was acknowledged before me this 29th day of August 2013 , by Arnold Recchia as President of ADJ Excavating of Florida, Inc. , a Florida corporation, on behalf of the corporation. He/she is personally known to me or has produced Drivers License as identification and did (did not) take an oath. My Commission Expires: 1(,j <2 t $ lairdirk. (Signatur- +otamilt. NAME: nj (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of nil t( Commission No.: MACKENZIE KING NotarY Fh.+bfc, County,Michigan Acting in Maui im Io county tily Commission spina May 20,2019 1 1 A BID BOND KNOW ALL MEN BY THESE PRESENTS, that we ADJ Excavohng of Fonda Inc. 13/1 Artesia Dhvee' Unit^D2. Naples. pl34nrI (herein after called the Principal) and American Contractors indemnity Company 601 South Figueroa StreeL 16th Floo Los Angeles CA 90017 (herein called the Sureh/), a corporation chartered and existing under the laws of the State of California with its Onncipa| Offices in 'ahe city of Los Angeles and authorized to do business in the State of Honda are held and firmly bound unto the c^/wc'Onu»�pv'c:axmo o�a�m��or/7��7��7��, r/'»^4,u (hereinafter called the Ovxner), in the full and just sum of 5m Rye Percent 5%)of Total Amount Bid 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, adminis(/ators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to oubmit, or has submitted to the Owner, a Bid for furnishing all labor, noabaha|a, equipment and incidentals necessary to [unninh, install, and fully complete the Work on the Project known as � SViand 94th Avenue North Water Main Replacement Bid No. 13'6151 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 damugas, and not as a pena|ty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in tril force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed end sealed this �-)th__.day of August z0/3 aoJ Excavating u|nond�/nc Principal-_~ - BY (Seal) American Contractors indemnity Company Surety 777 /T Countersigned 4 4 Wendy Lningono, Lite oe`a rLf:tcxWox,.ge 5-8226 -------- . , 1 .1 A American Contractors Indemnity Company Local Resident Producing Agent for 114 _ _ _ _ _ _ _ _ _ „ = _ _ _ _ POWER OF ATTORNEY - AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY . KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety':Company, a Maryland corporation and U.S. Specialty Insurance 't omprtty,; a Texas corporation (collectively, the -.`f irmantca"),do by these presents make,constitute and appoint: _ Robert Trobec,Alan P.Chandler,Jeffrey A.Chandler,Kathleen M.Irelan,Ian J.Donald or Jennifer A.Gareffa of Troy,Michigan its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances,undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing-the bond penalty does not exceed k`*'k**Ten Million****** Dollars (S**10.000,000.0V*). *) This Power of Attorney shall expire without"further action on December 08,2016, This Power of Attorney is granted imder and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Arror' y-in-F cL msy bc.given..futt.power and authc city for and in the name of and on behalf of the Company,to exemne,acknowledge and deliver,any and all bonds, reeogttizances,mntraes, agreements or indemnity and other conditional or obligatory undertakings,including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and document,canceling or terminating the Company's liability _- thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be.hereto affixed,this 10th day of December,2012. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY _ Corporate Seat ' ' ,�Sgperogs o. a.�tiS SUAk.Tc 4Q bd 4 i, � a i,, Yi S Daniel P Aguilar,Vice President State of California County of Los Angeles SS: On 10th day of December,2012,before me,Vanessa Wright,a notary public,personally appeared Daniel P.Aguilar,Vice President of American Contractors Indemnity Company,United States Surety Company and U.S.Specialty Insurance Companywhoiprovt d tame on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that tire-foregoing paragraph is true and correct. WITNESS nand and official seal. ": +onr tod Si gn ature (Seal) ' Notary -CUOMO too moos color Comm. txe tt.MB I,Jeannie Lee,Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney,executed by - said Companies,which is still in full force and effect,furthermore,the resolutions of the Boards of Directors,set out in-the Power of Attorney are in full force and effect. In Witness Whereof,I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this y. day of �. I C c-,-` , ,11313 Corporate Seals j SURFT 1.._ y t} , `o d ti�4 '„ • S sj R Bond No. =< 8 s -' ;`�� s Jeannie Lee, ssistant Secretary Agency No 17050 � �, Y a' a. Y � `'3'$y O y 1 1 A s a BUSINESS CONTACT INFORMATION ADJ Excavating of Florida, Inc. (Firm's Complete Legal Name) Main Business 47301 Feathered Ct. (Address) Shelby Township, MI 48315 (City, State,ZIP) Contact Name Arnold Recchia Phone No. 810-560-7018 Title President FAX No. 239-236-8800 Email address: ron @adjexcavating.com A AA At AAA*****AAAAAA*AAAAAAA*********knt *********Trk** ADDITIONAL CONTACT INFORMATION Send Payments To (REQUIRED ONLY if different from above) ADJ Excavating of Florida, Inc. (Company Name used as Payee) 1371 Artesia Dr E Unit 402 (Address) Naples,Florida 34113 (City, State, ZIP) Contact Name Arnold Recchia Phone No. 810-560-7018 Title President FAX No. 239-236-8800 Email address: ran @adjexcavating.com Office Servicing Collier County Account /Place Orders/Request Supplies (REQUIRED ONLY if different from above) (Address) (City, State,ZIP) Contact Name Phone No. Title FAX No. Email Address: I.hA 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 Purchasing Department 3327 Tamiami Trail E Naples FL 34112 12. The mailing envelope must be sealed and marked with: t=>Bid Number; 13-6151 Project Name; 93`'and 94th Avenue North Water Main Replacement <:*Opening Date; August 29,2013 at 11:00 A.M. 13. The Bid will be mailed or delivered in time to be received no later than the specified openinq 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 ADJ Excavating of Florida, Inc. Bidder N-me • y - -resident Igna ure &Title DATE: 8/29/2013 11A 1i ,, Go ler C io°Llt`li a y Email: evelyncolon©cotliergov.net Telephone: (239)252-2667 Administrative Serices Drvisicn FAX: (239)252-2810 ur ,sin ADDENDUM 1 Memorandum Date: July 29, 2013 From: Evelyn Colon, Procurement Strategist To: interested Bidders Subject: Addendum#1 Solicitation#13-6151-93`d and 94th Avenue North Water Main Replacement This Addendum is being issued to add the underground contractors commodity to this project. If you require additional information please post a question on the Online Bidding site or contact me using the above contact information. cc: Jereme Shaidle, Senior Project Manager Mark Sunyak, Principal Project Manager AddendumTemptate Revised:4115/10 1 11 q Email: evelyncolon @colliergov.net Telephone: (239)252-2667 Admmistahe Sew Ivisn FAX: (239)252-2810 Purctasirg ADDENDUM 2 Memorandum Date: August 21, 2013 From: Evelyn Colon, Procurement Strategist To: Interested Bidders Subject: Addendum#2 Solicitation#13-6151-93`d and 94th Avenue North Water Main Replacement Please see the Attachment. If you require additional information please post a question on the Online Bidding site or contact me using the above contact information. cc: Jereme Shaidle, Senior Project Manager Mark Sunyak, Principal Project Manager AddendumTemplate Revised:4/15/10 1 1 A 2013 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED Jan 26, 2013 DOCUMENT#P06000075339 Secretary of State Entity Name:ADJ EXCAVATING OF FLORIDA, INC. Current Principal Place of Business: 1371 ARTESIA DR E UNIT 402 NAPLES, FL 34113 Current Mailing Address: 47301 FEATHERED CT SHELBY TOWNSHIP, MI 48315 FEI Number:87-0772171 Certificate of Status Desired: Yes Name and Address of Current Registered Agent: LIFE CYCLE ACCOUNTANTS.LLC 1323 KENDARI TERRACE NAPLES.FL 34113 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail Detail : Title PD Title VPS Name RECCHIA,ARNOLD Name RECCHIA,JAMES Address 14857 SPARROW DR Address 14142 PERNELL City-State-Zip: SHELBY TOWNSHIP MI 48315 City-State-Zip: STERLING HEIGHTS MI 48313 Title VPT Name RECCHIA,ANTHONY Address 5675 MEADOW LN City-State-Zip: SHELBY TOWNSHIP MI 48316 nemhy certify that ma Ofortnehon indicated on this report or supplemental wort is true and accurate and that my elecbvnic signature shah have the same legal effect as if made under oath,Mailer°an officer or director of the comnratinn or the recciVer cr(motes empowered to execute this masa as required by Chapter 607,Fiends Statutes;and that my name sgne ars ateee.poon an attachment with all ether like empowered. SIGNATURE:ARNOLD RECCHIA PRESIDENT 01/26/2013 Electronic Signature of Signing Officer/Director Detail Date 11A ,yh a STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#1,12o72000897 DATE BATCH NUMBER LICENSE NEE -07/20/2012 128013721 CGC1511567 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 RECCHIA, ARNOLD ADJ EXCAVATING OF FLORIDA INC 14857 SPARROW SHELBY TOWNSHIP MI 48315 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAIN STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SQ#LS2a72aoasz DATE BATCH NUMBER LICENSE NEE 07/20/2012 128013721 ICUC1224271 The UNDERGROUND UTILITY & EXCAVATION CO Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 RECCHIA, ARNOLD ADJ EXCAVATING OF FLORIDA INC 14857 SPARROW SHELBY TOWNSHIP MI 48315 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY ----...__.___.__ _..IS Y . DPLAY AS REQ�J9RED B _LAW .. _. 1 A COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 082740 ; COWER COUNTY TAX COLLECTOR-2800 N.HORSESHOE DRIVE-NAPLES FLORIDA 34104-(239)252-2477 VISIT OUR WEBSITE AT:www.collienax.coin THIS RECEIPT EXPIRES SEPTEMBER 30, 2013 1 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION LOCATION:1371 ARTESIA DR E#402 1 FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. LEGAL FORM ZONED: HOME OCCUPATION - THIS TAX IS NON-REFUNDABLE - CORPORATiON BUSINESS PHONE: 386-255-0250 STATE LIC: CUC1224271 ADJ EXCAVATING OF FLORIDA,INC RECCHIA,ARNOLD 47301 FEATHERED CT - SHELBY TOWNSHIP MI 48315-0000 NUMBER OF EMPLOYEES: 1-10 EMPLOYEES CLASSIFICATION:UNDERGROUND UTIL/EX'CAV.ATING CONTRACTOR- DATE 10/15/2012 CLASSIFICATION CODE:05102801 AMOUNT 19.80 This document is a business tax only.This is not certification that licensee is qualified. RECEIPT 5755.40 It does not permit the licensee to violate any existing regulatory zoning laws of the state,county or cities nor does it exempt the licensee from any other taxes or permits that may be required by law. COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 082739 COLLIER COUNTY TAX COLLECTOR-2800 N.HORSESHOE DRIVE-NAPLES FLORIDA 34104-(239)252-24/7 VISIT OUR WEBSITE AT:www.colliertax.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2013 • _ DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION : LOCATION:1371 ARTESIA DR E#402 FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. LEGAL FORM ZONED: HOME OCCUPATION CORPORATION - THIS TAX IS NON-REFUNDABLE - BUSINESS PHONE: 386-255-0250 STATE LIC: CGC1511567 ADJ EXCAVATING OF FLORIDA INC RECCHIA,ARNOLD 47301 FEATHERED CT SHELBY TOWNSHIP MI 48315-0000 NUMBER OF EMPLOYEES: 1-10 EMPLOYEES CLASSIFICATION:GENERAL CONTRACTOR DATE 10/15/2012 CLASSIFICATION CODE:05100101 i AMOUNT 19.80 This document is a business tax only.This is not certification that licensee is qualified. RECEIPT 5754.40 It does not permit the licensee to violate any existing regulatory zoning laws of the state,county or cities nor does it exempt the licensee from any other taxes or permits that may be required by law. CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner") hereby contracts with ADJ Excavating of Florida, Inc. ("Contractor") of 1371 Artesia Drive East, Unit 402, Naples, Florida 34113, a Florida Corporation, authorized to do business in the State of Florida, to perform all work ("Work") in connection with 93rd and 94th Avenue North Water Main Replacement, Bid No. 13-6151 ("Project"), as said Work is set forth in the Plans and Specifications prepared by Q. Grady Minor and Associates, P.A., the Engineer and 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: One Million Six Hundred Sixty Nine Thousand Nine Hundred Ninety Four and Eighty Cents ($1,669,994.80). 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 CA 11A I ., 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.00v/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 two hundred ten (210) 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, four hundred dollars 11 /11 �1 ($400.00) 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 CA 11A 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 Q Grady Minor and Associates, P.A. and identified as follows: 93rd and 94th Avenue North Water Main Replacement As shown on Plan Sheets 1 through 28. Exhibit N: Contractor's List of Key Personnel ITB #13-6151: Solicitation Document for 93rd and 94th Avenue North Water Main Replacement 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: can 1 A Jereme Shaidle, Senior Project Manager Collier County Public Utilities Planning & Project Management 3339 Tamiami Trail E., Suite 303 Naples, Florida 34112 Tel: 239-252-5379 Fax: 239-252-6448 Email: ieremeshaidle(ccolliergov.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: Arnold Recchia, President ADJ Excavating of Florida, Inc. 1371 Artesia Drive E., Unit 402 Naples, Florida 34113 Tel: 810-560-7018 Fax: 239-236-8800 Email: ron(c�adjexcavatinq.com C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. 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. 1 4"" 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. 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 11A ' 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. **** 11A " IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: TWO WITNESSES: Al avat' of Florida, Inc. / 9_ y t / / By: FIRST WIT SS ,v-T h,„7 /? £cr_,4; , Print Name and Title Print Name SECOND WITNESS DQ/WEivi G D 2EG/1/19 Print Name Date: t 2I le)) tt OWNER: ATTEST„ A ;,r,.et, BOARD OF COUNTY COMMISSIONERS OF COLLIER COU IL* •IDA Dwit, . Brock, Cie* L . BY: Geo gia A. Hi'r, ESQ. Attest akalrman,s Chairwoman Approved as to Form and Legality: 4. Ai A. I.4.." *AAA Assistant 4 our* Attorney `� 6mi Iv 12. Peirio Print Name: Item# Agenda (of_21ta Date J Date Recd E Deputy Clerk i GF' • 11A EXHIBIT A:PUBLIC PAYMENT BOND 93RD AND 94TH AVENUE NORTH WATER MAIN REPLACEMENT • Bond No. 1001008354 Contract No. 13-6151 KNOW ALL MEN BY THESE PRESENTS:That ADJ Excavating of Florida.Inc..1371 Artesia Drive E..Unit 402.Naples.FL 34113 , as Principal, and American Contractors Indemnity Company , as Surety, located at 601 South Figueroa Street 16th Floor,Los Angeles,CA 90017 (Business Address)are held and firmly bound to Board of County Commissioners of Collier County as Obligee in the sum•of One Million Six Hundred Sixty Nine Thousand Nine Hundred Ninety Four and gorirnl ($ 1,889,994.80 • ) for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns,jointly and severally. WHEREA , Principal has entered into a contract dated as of the )al°ilay of do blau.r. 20 13 , with Obligee for 93rd and 94th Avenue North Water Main Replacement in C011ier County 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_25th day of October 2013 , the name of each party being affixed and these presents duly signed by its under-signed representative, pursuant to authority of its governing body. • , • 11A Signed,sealed and delivered in the presence of: • PRINCIPAL 11110 I I ADJ Excavating of Flaridr.inc -4 BY: Irv– 141111111111.— 2_I Witne,r== ==to Principe NAME: ■?tizA/0GJ7 ITS: STATE OF mi -h' b COUNTY OF yfi,y Pil'I The foregoing instrument was acknowledged before me this I day of b "-'k✓ 20 0, by N6V.) , as V\A-+4 • of , a corporation, on behalf of the corporation. He/she is personally known to me OR has produced Dr,viers la`L. as identification and did(did not)take an oath. My Commission Expires: ' LL (Signs J - of Notary) NAME: (Legibly Printed) i N: ( , i s- C3m;r��;�n Explres 1Qa Xd 316 ay (AFFIX OFFICIAL SEAL) Notary Public,State of Commission No.: ATTEST: SURETY: American Contractorsindemnity Company (Printed Name) 601 South Figueroa Street 16th Floor Los Angeles.CA 90017 (Business Address (Authorized Signature) Witnesses to Surety (Printed Name) 114 OR /2 As Atto in Fact (Attach ower of Attorney) Meagan Kress,Surety Administrator Jennifer A.Gareffa — Witnesses (Printed Name) • 1175 West Long Lake Road giro 00 Troy'M148098 _ (Business Address) • (248)828-3377 (Telephone Number) STATE OF Michigan COUNTY OF Oakland The foregoing instrument was acknowledged before me this 25th day of October , 2013 ,by Jennifer A.Gareffa • as Attorney-In-Fact of American Contractors Indemnity Company Surety, on behalf of Surety. He/She is personally known to me OR has produced as identification and who did (did not) take an oath. My Commissimn iF@s: A-cv Notary Public, State of Michigan (Si nature) County of Oakland My Commission Expires 09-O),-2018 Name: Amanda Boyd a,_ ;ng In the County oft (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public,State of: Commission No.: yl`13 • • 114 'i POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"),do by these presents make,constitute and appoint: Robert Trobec,Alan P.Chandler,Jeffrey A.Chandler,Kathleen M.Irelan,Ian J.Donald or Jennifer A.Gareffa of Troy,Michigan p its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed ******Ten Million****** Dollars ($ *10,000,000.00* ). This Power of Attorney shall expire without further action on December 08,2016. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 10th day of December,2012. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY Corporate Seals », V `SpAC70k i.s Sil§.). ,4'n ?. ( , ) �PF 1' �_ _O � -'n E' :r b = 1' -..• �s'... 'a� 7.. • 2 /S� Daniel P.Aguilar,Vice President State of California "`'O;e,,, ''",,,,,,,t100"' +,1 County of Los Angeles SS: On 10th day of December,2012,before me,Vanessa Wright,a notary public,personally appeared Daniel P.Aguilar,Vice President of American Contractors Indemnity Company, United States Surety Company and U.S.Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ,. ,. YtM'' Signature (Seal)• aoaar * � C % Los MOW county Gomm.£ Dec I.PM 1, Jeannie Lee, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this 25 day of b ,to r , . Corporate Seals i00`00� 54 ,- �P � . Bond No. INCORPORATED •- =off _ r. 3= Jeannie Lee, ssistant Secretary Agency No. 17050 4;SEPT 23 1890 r, �., ;l.9; F. .DVS ,s, a= --. fib „a` 17`•..... .f+,$: ?` •... '' 11 ,4 EXHIBIT A:PUBLIC PERFORMANCE BOND 93RD AND 941"AVENUE NORTH WATER MAIN REPLACEMENT Bond No. 1001008354 • Contract No. 13-6151 • KNOW ALL MEN BY THESE PRESENTS: That ADJ Excavating of Florida,Inc..1371 Artesia Drive E.,Unit 402,Naples,FL 34113 , as Principal, and American Contractors Indemnity Cnmwny as Surety, located at 601 South Figueroa Street 16th Floor,Los Angeles,CA 90017 (Business Address) are held and firmly bound to Board of County Commissioners of Collier County , as Obligee in the sum of One Million Six Hundred Sixty Nine Thousand Nine Hundred Ninety Four and 80/100 ($1,669,994.80 )for the payment whereof we bond ourselves,our heirs,executors, personal representatives,successors and assigns,jointly and severally. WHEREcp,t Principal has entered into a contract dated as of the as day of (aeA , 20 i , with Obligee for 93rd and 94th Avenue North Water Main Rgplerament in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof,and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract and 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to,all delay damages,whether liquidated or actual,incurred by Obligee;and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise It remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. 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. • • . . h1A , 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 25th day of October , 20 13 , the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. '•ned, sealed and delivered in - , =sane of: PRINCIPAL _40 it ! _ ADJ E _-v.s-.;��Si31•' :i: Inc •�A��; . 40111111WI Witnesses ;s to Principal NAME: /¢/ ',,`P /0" ITS: Pfr-rgle STATE OF /yIJG179%4`w COUNTY OF "7/11L-4.#7 The foregoing instrument was acknowled d before me this day of DrE-w. 0-tr- , 20 l , by A-c vJ c\ci -Q c l•�,,/� as 0.�a r\el-sr of , a corporation, on behalf of the corporation. He/she is personally known to me OR has produced Dr-,J ers LA C as identification and did(did not)take an oath. My Commission Expires: ,i (Signs r) Name: SALLY A.HAMILTON (Legibly Printed) Notary Public,Macomb co.,Michigan M Commission Expires 10/15/2016 (AFFIX OFFICIAL SEAL) Notary Public, State off: Commission No.: 11A • • • •. ATTEST: SURETY: American Contractors Indemnity Comoan (Printed Name) 601 South Figueroa Street 16th Floor Los Anoeles..CA 90017 (Business'Address) (Authorized Signature) Witnesses as to Surety (Printed Name) OR /�� . .1111416611.11 ,. .40114f !, s • ttomey act (A a ch Po of Attorney) Meagan Kress,Surety ministrator Jennifer A.Gareffa Witnesses (Printed Name) 1175 West Long Lake Road Suite 290 Troy,MI 48098 (Business Address) (248)828-3377 (Telephone Number) STATE OF Michigan COUNTY OF Oakland The foregoing instrument was acknowledged before me this 25th day of October , 2013 by Jennifer A.Gareffa aS Attorney-In-Fact of American Contractors Indemnity Company a Corporate Surety, on behalf of Surety. He/She is personally ' known to me OR has produced as identification and who did(did not)take an oath. My Commission Excites; ,; ..A.4% 1 £i\'� 1 b � AMANDA BOYD (Signet Notary Public, State of Michigan County of Oakland Name: Amanda Boyd M Commission Expires 09-,p,1\129,18. y rt { (Legibly Printed)in the County of r C,.G i►! ( � Y ) n (AFFIX OFFICIAL SEAL) Notary Public,State of t> 1.I, • 114 r Commission No.: f j,CI 11 .4 4 EXHIBIT B: INSURANCE REQUIREMENTS The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County." The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. Collier County Board of County Commissioners shall be named as the Certificate Holder. The County may not accept any additional surcharges (credit card transaction fees) as a result of using the County's credit card for transactions relating to this solicitation. 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. 1 1 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. Should at any time the Vendor not maintain the insurance coverages required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Vendor for such coverage(s) 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 coverages purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverage 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. 11A e 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 Compensation Government Statutory Limits and Requirements 2. ® Employer's Liability $1,000,000 single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the $2,000,000 single limit per occurrence, $2,000,000 aggregate for Bodily current ISO form Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 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 ContractorNendor/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. X Automobile Liability $2,000,000 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 claim and in the aggregate • $1,000,000 per claim and in the aggregate • $2,000,000 per claim and in the aggregate ❑ Project Professional Liability $ Per Occurrence 11A ❑Valuable Papers Insurance $ Per Occurrence 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. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County (or Airport Authority or Collier MPO). 10. ® 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 Date Vendor Signature Print Name Insurance Agency Agent Name Telephone 11A DESCRIPTIONS (Continued from Page 1) Liability Coverages for the work performed by the Named Insured for the Certificate Holder.Should any of the above described policies be cancelled before the expiration date thereof,the issuing Company will mail 30 days prior written notice to the Certificate holder. AMS 25.3(2009/09) 2 of 2 #S228425/M215081 • _ Client#:7932 ADJEXC 11 A ACORQn. CERTIFICATE OF LIABILITY INSURANCE I DATE;y20D"YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ZERVOS GROUP,INC. PHONE FAX 24724 Farmbrook (248)355-4411 M�1L Ex*248 355-4411 (ABC N°►:248 355-2175 ADDRESS: P.O.Box 2067 PRODUCER Southfield,MI 48034-2067 CUSTOMER ID a: INSURER(S)AFFORDING COVERAGE NAIC INSURED INSURER A:Selective Insurance Co of SC ADJ EXCAVATING,INC. 47301 Feathered Ct. INSURER B:Selective Ins Co of the SE Shelby Township,MI 48315 INSURER c INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IIIR WVD POLICY NUMBER (MMVDD/YYYY) (MMIDD/YYYY) LIMITS A GENERAL LIABILITY X X S2046214 09/05/2013 09/05/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $100,000 _ CLAIMS-MADE I XI OCCUR MED EXP(Any one person) _$10,000 X Contractual PERSONAL&ADV INJURY _$1,000,000 X X,C,U GENERAL AGGREGATE _$3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 -1 POLICY n 128 n LOC $ A AUTOMOBILE LIABILITY S2046214 09/05/2013 OW05/2014 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 BODILY INJURY(Per person) $ X ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ A )( UMBRELLA LIAB X OCCUR S2046214 09/05/2013 09/05/2014 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION WC81086900 10/30/2013 10/30/2014 X WC STATU- 1 OTH. AND EMPLOYERS'LIABILITY Y/N TORY LIMITS R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more apace la required) RE:93rd and 94th Avenue North Water Main Replacement Collier County BID#13-6151 Collier Co.Florida. Collier County is included as Additional Insured per written contract with respects to the General (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Collier County SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Collier County Board of County THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ty ty ACCORDANCE WITH THE POLICY PROVISIONS. Commissioners Naples,FL 34113 AUTHORIZED REPRESENTATIVE / ;J rp I r eiti.rerd 01988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S228425/M215081 CRD 11A 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 , 20 for the period from _ to , excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. CONTRACTOR BY: ITS: President DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by , as of , a corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) NAME: (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of Commissioner No.: 11A EXHIBIT D: FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) Bid No. _ (County Department) Project No. Collier County Board of County Commissioners (the OWNER) or Purchase Order No. Collier County Water-Sewer District(the OWNER) Application Date FROM: (Contractor's Representative) Payment Application No. _ (Contractor's Name) for Work accomplished through the Date: _ (Contractor's Address) RE: (Project Name) Original Contract Time: Original Contract Price: $ Revised Contract Time: Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed Retainage @ 10% thru[insert date] $ and stored to Date $ Retainage @ _% after [insert date] $ = Less Retainage $ Total Earned Less Retainage $ Percent Work completed to Date: % Less previous payment(s) $ Percent Contract Time completed to Date % AMOUNT DUE THIS APPLICATION: $ Liquidated Damages to be Accrued $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name &Title) (shall be signed by a duly authorized representative of CONTRACTOR) 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) 2! 11q aaW of Z = oa = "'N III = w ILI CO CO W _ a) .cn d ii '0 0 c U O a)-00 O Q O U ~ W O U) a) co a) a) w ci• co a) z Z N 'C JLL a) M• I- N a) a) Q. c co I- Ill Z F co a) W J N D cp • a CC 2 o w a O 0 U 0 a) . 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V �.d W d CU C3 1 EXHIBIT E: CHANGE ORDER TO: FROM: Collier County Government Project Name: Construction Agreement Dated: Bid No. : Change Order No.: Date: Change Order Description Original Agreement Amount $ Sum of previous Change Orders Amount $ This Change Order Amount $ Revised Agreement Amount $ Original Contract Time in calendar days Adjusted number of calendar days due to previous Change Orders This Change Order adjusted time is Revised Contract Time in calendar days Original Notice to Proceed Date Completion date based on original Contract Time Revised completion date Contractor's acceptance of this Change Order shall constitute a modification to the Agreement and will be performed subject to all the same terms and conditions as contained in the Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of, or related to, the change set forth herein, including claims for impact and delay costs. Prepared by: Date: Project Manager Recommended by: Date: Design Professional Accepted by: Date: Contractor Approved by: Date: Department Director Authorized by: Date: Division Administrator (For use by Owner: Fund Cost Center: Object Code: Project Number: hA � , EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. Design Professional's Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. 114 , 4 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 20 Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on 20 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 20 OWNER By: Type Name and Title 11A EXHIBIT G: FINAL PAYMENT CHECKLIST Bid No.: Project No.: Date: 20 Contractor: 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: 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. Vendor Evaluation 15. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) 11A s (Typed Name &Title) By Design Professional: (Firm Name) (Signature) (Typed Name &Title) By Owner: (Department Name) (Signature) (Name &Title) 11A 4 f 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: those affecting transportation, access, disposal, handling and storage of materials; it. /1 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. 11 /4 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 7:00 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. 11 ,4 I 4.3 Contractor shall submit all Applications for Payment to David Schmitt, P.E., Q Grady Minor and Associates, P.A., located at 3800 Via Del Rey, Bonita Springs, Florida 34134. 4.4 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-3. 4.5 Contractor shall submit four (4) 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 1 1 A 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. 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 "lathes" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 4.11 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. 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 114 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: (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. 5.3 In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 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 11A 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. 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 11i4 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 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; 11_ 4 1 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 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, pursuant to F. S. 119.0701 (2(a) — (d) and (3), 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 11A 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 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 11A 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 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 11 ,4 fret 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. 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. 11A 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 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 11 .4 i ' 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. 14.3 Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet-based means of verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional services and construction services. Exceptions to the program: • Commodity based procurement where no services are provided. • Where the requirement for the affidavit is waived by the Board of County Commissioners Vendors / Bidders are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Vendors are also required to provide the Collier County Purchasing Department an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. If the BidderNendor does not comply with providing both the acceptable E-Verify evidence and the executed affidavit the bidder's / vendor's proposal may be deemed non-responsive. Additionally, vendors shall require all subcontracted vendors to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the vendor's responsibility to familiarize themselves with all rules and regulations governing this program. Vendor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be 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 and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a hA breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 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. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in 11A part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as 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 therefore or re-letting the Work, and in 11 settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its 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. 11 ,4 ' 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the 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 therefore. 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 approve 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 11 ,4 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. 114 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. 11A 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. 24. SUPERVISION AND SUPERINTENDENTS. 11A 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.B, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or 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 benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. VA 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. 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 11A 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; 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 11A 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 Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by 11A 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 any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. IA 4 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 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 hA 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. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub-subcontracts and purchase orders. 11A 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 34.1.32 Suspense (Tickler) Files of Outstanding Requirements 1 1 1 A F. 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, Vendor/ Contractor/ Proposer shall be responsible for the costs of providing background checks by the Collier County Facilities Management Department for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS An underground 62-761, Florida Administrative Code (F.A.C.) or aboveground 62-762, F.A.C. regulated tank requires notification to the `County' prior to installation or closure of the tank. The Pollution Control Department (239-252-2502), via contract GC-690 11A 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. 40. DISPUTE RESOLUTION Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full decision-making authority and by OWNER'S staff person who would make the presentation of any settlement reached during negotiations to OWNER for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of CONSULTANT with full decision-making authority and by OWNER'S staff person who would make the presentation of any settlement reached at mediation to OWNER'S board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under Section 44.102, Fla. Stat. 4 F a 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. 11A EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS 1. The Notice to Proceed will be issued only after the following documentation has been submitted to Owner: a. Complete contractual documents, including payment and performance bonds and insurance certificate; b. Progress schedule, which shall utilize the Critical Path method of scheduling and Microsoft Project; c. Submittal schedule; d. Draw (funding) Schedule, which shall consist of a monthly projection of the value of the work to be completed and materials stored for the entire duration of the project; e. Safety Program/Risk Management Program; f. Quality Assurance/Quality Control Program; and g. Security Plan 2. The CPM Schedule and Draw Schedule shall be updated monthly and submitted with each Contractor Application for Payment. If both items are not submitted with Application for Payment, that payment will be withheld until both items are received and accepted by the Owner and Engineer. 3. All engineering site plans and drawings referencing a specific geographic area must be submitted in an AutoCad 14 or later format drawn in the Florida State Plane East (US Feet) Coordinate System. The drawings should either reference specific established Survey documentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or be derived from the RTK(Real-Time Kinematic) GPS Network as provided by the Collier County Transportation Division. 4. Other supporting documents may found at: http://bid.colliergov.net/bid/ hA EXHIBIT J: TECHNICAL SPECIFICATIONS Supporting documents found at: http://bid.colliergov.net/bid/ and titled: Technical Specifications 1144 EXHIBIT J TECHNICAL SPECIFICATIONS 1. All roadway materials and work shall be supplied and completed in accordance with the FDOT "Standard Specifications for Road and Bridge Construction" dated 2013 as revised to date. 2. All water main and utility construction shall be supplied and completed in accordance with the Collier County Water-Sewer District, Utilities Standards Manual dated September 2009 and as updated July 2011. 3. Clearing and grubbing shall be limited to work areas only. Contractor shall be responsible for restoring all areas disturbed by his work. All disturbed areas shall be sodded to match existing. Where 50%or more of the yard is Floritam it shall be replaced with Floritam. All other areas shall be sodded with Bahia. If there is any question concerning sod type to be used,the Contractor shall coordinate with County and property owner. Sod shall be watered until rooted. All trees and shrubs within the work area shall be removed as directed by the County and coordinated with the property owner. Contractor shall exercise extreme care in all work near existing driveway and roadway culverts. Any damage to culverts shall be repaired at no additional cost to the County. New end treatments shall match existing. Contractor shall exercise extreme care in all work in and adjacent to pavement areas. Contractor shall be responsible for repair of all damaged pavement, and driveways. (Payment of roadway pavement restoration shall be limited to trench areas only for new water main and water services and the removal of existing water main. 4. Existing roadway cuts shall be patch in conjunction with water main and water service construction. Upon completion of all work and authorization of County, all roadways shall be overlaid and striped. Temporary striping (painted) shall be initially installed. No reflective pavement markers, with exception of hydrant markers, shall be installed with temporary striping. After 30 day asphalt curing period, the final thermoplastic striping shall be installed. (Striping shall include 24" wide stop bar with 50 L.F. double yellow at each existing stop sign location, new crosswalks, edge striping and diagonal striping at existing locations.) 5. In accordance with Collier County Utility Standards a pre-construction video shall be taken with copies provided to County. Contractor shall supplement these videos with still photographs as necessary to reflect existing conditions. This shall include but not be limited to driveways and driveway culvert. A Driveway Protection/Replacement Plan and Existing Sod Survey Sheet shall be prepared for each location. A sample form is included. This shall be included in the bid item for Mobilization/Demobilization. G:\PROD-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 114 i r, 6. Design Professional shall provide electronic copies of plans to be used for construction layout. Contractor shall be responsible for all construction layout and preparation of Record Drawings in accordance with County Specification 017839. This shall include but not be limited to water main, valves, fire hydrants and services. 7. Contractor shall field verify all water mains in which connections are to be made. At location where the proposed water main crosses existing water main, the proposed water main is to be laid to grade as close as possible to allow the existing water main to remain in service during construction. Where necessary, the existing water mains shall be adjusted. This adjustment shall be temporary in nature and consist of the use of repair sleeves and temporary piping. 8. Contractor shall contact all utility suppliers, including Collier County Water and Wastewater, CenturyLink, FPL and Comcast for locating of these facilities. Contractor shall coordinate with these utilities for protection and adjustment of their facilities as needed. All costs shall be included in individual bid items. 9. Contractor shall be responsible for the cost of all material testing as required. Testing at roadway crossings shall be in accordance with the County Right-of-Way Ordinance and the issued permit. Testing shall include the following: a. Roadway Crossing i. Limerock Base: Minimum of 1 test per each 6" lift for each lane (2 per roadway crossing). No testing of flowable fill will be required. b. Trench i. Backfill (Earth): Minimum of 2 tests per 200 lineal feet. Where backfill is 12" or greater, density tests are required in each 12" lift. 10. Contractor shall be responsible for all water main testing, disinfection, dechlorination flushing and bacteriological clearance. All mains shall be cleaned with a "pig" type swab. The Contractors, at his option, may clear in multiple sections. 11. Contractor shall be responsible for all Maintenance of Traffic for the project. Maintenance of Traffic shall be in accordance with the FDOT Standard Index and the Manual of Uniform Traffic Control Devise (MUTCD, Part VI). 12. Contractor shall be responsible for development of a Stormwater Pollution Plan as needed. This plan should include the protection of catch basins, curb inlets and canals. Contractor should utilize silt fences, catch basin inlets devices, etc. as required. Contractor shall be responsible for maintenance of all stormwater protection throughout construction. 13. Contractor shall coordinate his work with all other County Contractors and workers. 14. Contractor shall provide four (4) Project Sign upon issuance of a Notice to Proceed. In order to keep the public informed regarding this Public Utilities project, the Contractor G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 114 shall be required to provide four (4) Construction Project Signs (4' x 8') to be placed on/within Project Site as directed by the County. The sign shall be supported by a minimum of two 4" X 4" white painted posts. The sign shall contain the following information: The left one quarter (1/4) of the sign shall contain the current Collier County logo and a listing of the current Collier County Board of County Commissioners with names and district. Donna Fiala— District 1 Georgia Hiller— District 2 Tom Henning— District 3 Fred Coyle— District 4 Tim Nance— District 5 With Specific Note: "Your Tax Dollars at Work" Color shall be: English Ivy Green Glossy Back Ground with White Letters Border: Black Glossy The right three quarters (3/4) side of the sign(s) shall contain the following: Name of Project: Naples Park Watermain Replacement, 93rd and 94th Avenues Project Design Professional: Q. Grady Minor& Associates, P.A. Project Contractor: Project Management: Collier County Public Utilities Project Completion Date: , 2014 Contract for Project Information: Jereme Shaidle, Project Manager(239) Color: White Back Ground with English Ivy Green Letters Border: Black Glossy The size of the sign(s) shall be four feet (4') high by eight feet(8') wide unless otherwise requested by the County. The sign shall be in the conformance with the Collier County Land Development Code and in a format approved by the County. The Project Manager shall be provided a proof of the sign format for approval prior to sign construction. 15. The Contractor shall be responsible for obtaining equipment and material storage areas. There are limited areas within the County's Right-of-Way. All storage areas within County Right-of- Way shall be approved by County Utilities and DOT. Where private storage areas are utilized, the Contractor shall provide a copy of the Lease Agreement to the County. All agreements shall include complete restoration. All private storage areas shall be fenced and include fabric screen or vinyl slats. 16. The County will be providing the following items for installation by the Contractor. The Contractor shall take receipt of the materials and inspect them for any damage or defects. Acceptance of materials will include responsibility for all storage and protection. The pipe material will be delivered to the Contractor's Project Storage sites. A material confirmation sheet shall be completed by the County Inspector and Contractor at the time of all material deliveries and pick-up. This form is attached following. The backflow G:\PROJ-ENG\C\CCU 143\08CDocs\O l Bidding-Addenda-COs-Corr\Bid Document.docx 11A devices and new water meters (as required) shall be picked up by the Contractor at the County's Mercantile facility. Items to be supplied include: 6", 8", 12" PVC and 8" DI pipe; the backflow prevention devices; new water meters and water meter boxes (where necessary). The Contractor shall supply all other piping, valves, fittings, restraint and miscellaneous items. The County will coordinate delivery of the material to the contractor's storage yard. The Contractor will be responsible for off-loading, verifying conditions and acceptability and maintaining until ready for installation. The Contractor will be responsible for the warranty of the installation and the County will be responsible for any material defects. 17. Contractor shall coordinate all commercial and business driveway closures with owners in person. Provisions shall be made to maintain access to commercial and business at all times. Contractor shall provide temporary signage at business driveway when necessary for a closure or detour. Driveways shall be temporarily patched with stone immediately following work. It shall be maintained on a weekly basis. As soon as testing and final abandonment is completed all roadway and driveways shall be restored. All roadways and driveways shall be restored in accordance with the County's R/W Ordinance, including minimum dimensions. 18. Contractor shall coordinate all residential driveway closures with owners. Personal coordination is preferred, however when not possible door hanger may be utilized. Form of door hanger notification shall be pre-approved by County. Driveways shall be temporarily patched with stone immediately following work. It shall be maintained on a weekly basis. As soon as testing and final abandonment is completed all roadway and driveways shall be restored. All roadways and driveways shall be restored in accordance with the County's R/W Ordinance, including minimum dimensions. 19. A field determination will be made by the County in regards to the concrete drive removal/restoration to be made. Where feasible, driveways will be removed at existing construction joints. However, there may be locations where concrete saw cutting may be required for removal. This cost should be included in the bid price. 20. Contractor shall coordinate all water outages with County and property owners. For outages affecting more than individual or an individual side street, the County will issue a general notification for the area. When outages are limited to individual side streets, the Contractor will need to coordinate the outage with the County and distribute door hangers to individual homes. When outages are required for individual homes, it is preferred that personal coordination is completed by the Contractor. When this is not possible a door hanger may be utilized. The Contractor shall utilize personal coordination with business for individual water service interruption. This outage should be scheduled during "non-business"hours if necessary. 21. The Contractor shall be responsible for maintaining all work areas in a safe and clean manner as identified in the County Standard Specification. This shall include but not be limited to daily sweeping of roadway surfaces. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A 22. All excavation shall be unclassified with no additional payment to be made for rock or dewatering. Additional compensation shall be made for the removal of unsuitable trench material and its replacement. This shall be approved prior to its removal. Contractor shall be responsible for providing any additional back fill required. A copy of the Geotechnical Exploration completed by Ardaman & Associates, Inc. has been included for the Contractors reference. The Contractor shall be responsible for making his own site observations and exploration to determine site conditions prior to bidding. 23. It is intended that the new main shall be constructed in two segments with flushing at 6th Street; Service stub-outs ARV, PBSP and TBSV shall be installed prior to its flushing, pressure testing and disinfection. The contractor may request an alternative plan; however any additional costs for temporary connections, jumpers, permanent connections, disinfection, pressure tests, etc. shall be borne by the contractor. The County and Engineer will make the necessary certification as required at no additional cost. Note it is critical that service outages be minimized. 24. The existing 6" and 8"AC pipe shall be removed when the new system is fully in service except as noted. The Miscellaneous Abandonment Unit Price shall include the removal of the valves, valve pads, blow offs, existing meter boxes, fire hydrant, etc. that may remain with abandonment of the existing system. 25. A catalog cut of the backflow device to be provided by the County is attached for reference. The County will provide the above grade backflow device, but Contractor shall provide all necessary piping and fittings. Bottom of backflow device shall be a minimum of 12" above grade and not exceed 18". The County supplied device will include the straight pipe from the bottom 90's up. Contractor shall pick up devices at the County's Mercantile facility. Upon completion of installation the County will provide testing of the installed device. Attached is a Scope of Work sheet for the proposed installation. If necessary to extend the new service to the existing service connection a licensed plumber must do the work. It is intended that all new water meters and backflows be installed at (or as close as possible) to property lines. Adjacent backflow devices shall match in grade and alignment. 26. Contractor shall diligently work on the project without interruption. This project has a high profile within the community and County. A minimum of the crew shall be utilized on the project from its initiation until its completion. Additional crew may be utilized during construction. Customer Service is important on this project as it is a high profile project in the County. The Contractor shall designate a representative, such as their Superintendent who will be on-site during all work to assist the County in responding to customer questions or needs. 27. In accordance with the Supplemental Terms and Conditions, the Contractor shall prepare a Safety Program/Risk Management Program. This Program in conjunction with the list items shall include a Plan for Tropical Storms and Hurricanes. 28. Contractor shall conduct pot-holing of all areas a minimum of one (1) week prior to any work in an area. The existing private and public utilities shall be pot-holed to verify G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Con'\Bid Document.docx 11A location and grade. This shall be reviewed to allow adjustment of mains as required to minimize conflicts. 29. A contingency fund has been provided for any unforeseen conditions encountered. The location of the existing water main, gravity main and other utilities is based upon the best available information. If unforeseen conditions exist, payment for the unforeseen work shall be made on a "Time and Material" basis per a Work Directive to be issued at that time. 30. The project substantial and final completion items are 210 and 240 consecutive calendar days. Work shall be limited to 7:00AM to 7:00PM Monday through Friday. No work shall be permitted on Saturdays, Sundays and County Holidays without prior approval. Alternate work hours will be considered to allow the connections to the existing water main and force main. The flushing of the new water system shall be coordinated and scheduled during non-peak demand times such as at night. 31. All Contractor Personnel (including subcontractors) shall complete a Collier County Facilities Contractor background check. Only those personnel passing this security check shall be allowed on the Project site. All personnel shall wear the issued badge at all times while on the project site. The Contractor shall be responsible for all costs of obtaining the background checks and issued identification badge. Badges shall be reissued annually as required. This requirement is in addition to those that may be required under Section 35 —Security contained in the General Conditions. 32. Bi-Weekly progress meetings will be held for the project. The Contractor shall have his Project Manager and Job Superintendent at all progress meetings. The Contractor shall provide an update of all work in the past week and a two (2) week look ahead. At this time also, a review of the weekly pot-holing will be made to allow any modification of the water main routing to be made. The Contractor on a bi-weekly basis shall provide an updated project schedule. If necessary by construction lagging behind schedule, these meetings may be changed to weekly at the sole discretion of the County. 33. The Contractor shall be responsible for all repairs to existing water and wastewater mains and services in the area of their work. This shall include, but not be limited to locations where they are directly cut and crushed or damaged due to construction vehicles or vibration. 34. The Contractor shall utilize "No Lead Brass" on any part of the fitting or valve in contact with potable water. All brass fittings and valves shall be certified by an ANSI accredited test lab per NSF/ANSI Standard 61, Drinking Water Components — Health Effects, Section 8 or NSF/ANSI Standard 372, Drinking Water System Components — Lead Content. Proof of Certification is required. Brass fittings and valves shall comply with the United States Safe Drinking Act, Environmental Protection Agency and FDEP requirements. All fittings and valves shall include the manufacturer names or trademark and a marking identifying as "No Lead" cast or permanently stamped on the fitting or valve. G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 11A PRE-CONSTRUCTION ASSESSMENT FORM G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A COLLIER COUNTY WEST WIND MOBILE HOME PARK WATER DISTRIBUTION IMPROVEMENTS Driveway Protection/Replacement Plan and existing Sod Survey Homeowner's Address: �liasenor Residence 107 Andrea Ln Naples,FL 34114 Existing Condition Photograph: Date of Photograph: 9/4/2009 ' a w- Eie ari 4t$ e; Protec#ion/Replacement Plan: Cut driveway apron Remove concrete,Install Pipe,than re-pour concrete driveway. Sod Type(to be Replaced): Bahia Final Condition Photograph: Date of Photograph: Submitted By: Date: Guymann Construction of FL,Inc. Approved By: Date: AECOM G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 11 ,4 NAPLES PARK WATER DISTRIBUTION REPLACEMENT BACKFLOW PREVENTATION DEVICE Upon completion of the new water main construction and its clearance, the new water main connection will be made at the individual services. This shall include new water meter boxes, connection to existing meter and installation of a new County supplied backflow prevention device. 1. The County will give a worksheet to the Contractor to fill out each address. The worksheet has the following information: address, names of personnel completing task, BFP #, meter#, parts used, and signature of competent person responsible for completion of task. 2. The Contractor shall be responsible for coordinating with each property owner / resident for the connection to the new main and installation of the backflow prevention device. This work should ideally be completed on a street by street basis. 3. Contractor will be responsible for excavation at each site. It is required that the contractor takes pictures of each site prior to and after the installation. These photos should be attached to the worksheet. The Contractor will not be allowed to start any work until the before pictures are delivered to the Project Manager. 4. Contractor may wish to use customers shut-off on the side of the home to minimize dewatering, but in doing so takes full responsibility should the valve fail in the performance of the task. 5. Contractor is responsible for locates at the individual work-sites. 6. The backflow devices shall be picked up by the contractor at the County's Mercantile Facility. The Contractor shall provide written receipt of the devices. Upon receipt the Contractor shall be responsible for their security. 7. Installation of the assemblies will be per detail—Attachment A. Device will be level and plumb. Connections to the customer's side plumbing will be professional and utilize as few parts as possible, but not adding any undue stress to existing piping. No leakage will be acceptable. 8. On completion of backflow preventer installation, the service shall be flushed to the resident's hose bib on incoming side, removing as much air as possible. G:\PROJ-ENG\C\CCU143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 114 9. Collier County will be responsible for the testing of the device, once installed. A complete test report will accompany the work order generated for the task. 10. Contractor will be responsible for back-filling and site repair (grass, plants, concrete, asphalt, etc.) for each address. This includes any repairs to any pre-existing utilities or structures. 11. A completed work form and backflow test report must be submitted for each installation, daily. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Con\Bid Document.docx 11A , METER/BACKFLOW CHANGE-OUT PROCEDURE 1. Contractor shall prepare one (1) week in advance a list (by address) of the meters and backflows to be changed out. This will allow the appropriate work orders to be issued by the County to procure the new meters. 2. Upon receipt of work order, Contractor and Representative are to provide a verbal notification to the resident prior to shut-off of water. (If no one is present, meter should be observed for any unusual water use in the empty residence. If water use is unusual, no work is to be done until a determination can be made concerning potential landscape irrigation or other use.) Work Order should be verified if any special requirements concerning the service exist(i.e. if service has been terminated or locked out). 3. In conjunction with Contractor, the new meter is installed on the new service by County. Contractor installs new backflow at location. Prior to any connection to the existing private service to the house, the County obtains a reading on the existing water meter and records it on the Work Order. 4. Service from existing main is then turned off at curb stop at existing meter location. Existing house service is then disconnected from meter. New service is then connected to the house service by Contractor with County present. 5. Meter reading is then taken by County at new meter. This is recorded on Work Order. 6. Water service is then turned on at the meter and at the same time the closest available house bibb is turned on by the Contractor. This is to allow any potential dirt or debris to be flushed out. House bibb is then shut off. Meter is observed for any unusual water usage. If unusual usage is noted, the resident if present is to be notified immediately. If the resident is not present, the water service should be shut-off at backflow device isolation valve. A notice is to be placed at the front door of the residence and the County customer service group is to be notified of this condition. If there is no usage the service conversion is completed. 7. County typically immediately completes the testing of backflow device and certifies its operation. If not done immediately,the testing is done within 24 hours. 8. At some time following conversion of service from old main to the new main, the existing meters, meter boxes are removed by Contractor and system abandonment is completed. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 111.1 Q.GRADY MINOR&ASSOCIATES,P.A. DATE: =•I1z('LO%O ovabpJaeeraaLaza 9urwsan.Plaaaarsa Laa&eapaA,c3lbeb PROJECT: OW.442. 3800 Na Dal WI Bowe.Sprtap 17.sida 74174 IS ACILAA...) Lv4C lS (179)947-1144.Fax(179)9474375 8ou0,a,ge.eninp$aradymlaozcmn PREPARED BY: 1:),".1 ) 680005151/L130005151/LC26000266 • • • L VALVES 6'LONG NIPPLE rUNI N — -UNION :::: 1_ LONG 4'LONG NIPPLE NIPPLE 24'LONG NIPPLE RPZ VALVE 12'CN1NJ 18' 21A:0 • THREADED 6"LONG NIPPLE 80' ELBOW B'LONG NIPPLE WATHREADED j�Ol\�O�\\j\jOy�Qy�pj�\\j0�� ‘,,, 41 \\ p �\ Er ELBOW x.44'�OI\e•e\A �$ ".I THREADED COUPUNG REPAIR METER SPUD COUPUNG SERVICE UNE METER BOX COu$TY SUP-POMO 3/4" — 2"AOC ASS-041kY • • G:\PROT-ENG\LICCU74Ph21081:DasE1 Bid&iag-Addenda-CO3-Corr\Bid Documentdoc G:\PROD-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 114 iI clot OM' L , __ _ , -_4] -:: tr t __ - Res < . r 41- Eli '�� 1 ° + r . .° 3l c 5 7 _-i 5 1- 37_,a A u CI g t t � 0 °° O"if' �" j41 E?may it e h tJ` 4 ec APPLICATION Mlle gk l :a »- Designed for installation on potable water lines to protect '. r'` against both backsiphonage and backpressure of contami- nated water into the potable water supply.Assembly shall Rii provide protection where a potential health hazard exists. FEATURES STANDARDS COMPLIANCE Sizes: ❑3/4" ❑1" ❑1 1/4" ❑1 1/2" ❑2" • ASSE®Listed 1013 • IAPMO®Listed Maximum working water pressure 175 PSI • UL®Classified(less shutoff valves orwlth OS&Yvalves) Maximum working water temperature 180°F • C-UL® Classified Hydrostatic test pressure 350 PSI • CSA®Certified End connections Threaded ANSI B1.20.1 • AWWA Compliant C511 • Approved by the Foundation for Cross Connection OPTIONS Control and Hydraulic Research at the University of (Suffixes can be combined) Southern California • NYC MEA 425-89-M VOL 3 ❑ - with full port QT ball valves(standard) ❑ L - less ball valves MATERIALS ❑ U - with union ball valves Main valve body Cast Bronze ASTM B 584 ❑ MS - with integral relief valve monitor switch Access covers Cast Bronze ASTM B 584 ❑ P - for reclaimed water systems Fasteners Stainless Steel,300 Series ❑ S - with bronze"Y"type strainer Elastomers Silicone(FDA Approved) ❑ BMS - with battery operated monitor switch Buna Nitrite(FDA Approved) ❑ FDC -with fire hydrant connection;2"only Polymers Nory1T"',NSF Listed ❑ TCU - with test cocks up Springs Stainless steel,300 series ❑ V -with union swivel elbows(3/4"&1") ❑ SE - with street elbows ❑ FT - with Integral male 45°flare SAE test fitting r—/w ■• ACCESSORIES ni` 'i;lliri , 11931E 0 Air gap(Model AG) to .' I ❑ Repair kit(rubber only) F o Q o ii‘ '''° ❑ Thermal expansion tank(Model XT) o , o I� ❑ Soft seated check valve(Model 40XL) -L- ❑ Shock arrester(Model 1250) D 1 C B . ❑ QT-SET Quick Test Fitting Set A ❑ Ball valve handle locks G ❑ Test Cock Lock(Model TCL24) Relief Valve discharge port: 3/4"-1" - 0.53 sq.in. DIMENSIONS&WEIGHTS(do not include pkg.) 1 1/4"-2' - 1.19 sq.in. DIMENSIONS(approximate) WEIGHT MODEL A UNION B LESS BALL LESS WITH SIZE A BALL VALVES VALVES O D E F G BALL BALL VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm_ In. mm in. mm in. mm lbs kg lbs. kg 3/4 20 12 305 13 3/4 349 73/4 197 2 1/8 54 3 78 3 1/2 89 5 127 16 1/8 410 10 4.5 12 5.5 1 25 13 330 14 1/2 368 73/4 197 21/8 54 3 78 3 1/2 89 5 127 17 3/8 441 10 4,5 14 6.4 1 114 32 17 432 18 13/15 478 10 15/16 ✓278 2 3/4 70 3 1/2 89 5 127 63/4 171 22 9/16 573 22 10 28 12.7 1 1/2 40 17 3/8 441 19 3/8 492 10 15/16 278 2 3/4 70 3 1/2 89 5 127 63/4 171 24 1/16 611 22 10 28 12.7 2 50 181/2 470 2012 521 1015/18,278.23/4 70.31/2 89 5 127 63/4 171 281/2 673 22.10 34 15.4 - - - - _DOCUMENT 8: REVISION:- _ BF-975X L11 6109 Page 1 of 2 WILKINS a Zurn company,1747 Commerce Way,Paso Robles,CA 93448 Phone:803/238-7100 Fax:805/238-5766 In Canada:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mssissauga,Ontario L4V 1L2 Phone:905/405.8272 Fax:905/405-1292 Product Support Help Lino:1-877-BACKFLOW(1-877-222-5356) •Webaite:http://www.zurn.com G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A1' FLOW CHARACTERISTICS MODEL 975XL 3/4",1",1 1/4",1 1/2"&2"(STANDARD&METRIC) FLOW RATES(Ifs) 6 1.26 2.52 3.8 5.0 3.2 6.3 9.5 12.5 15.8 "- H 20 � a 20 314(2tknm) 7 (zsmm) 137 015 15 �-.1039 J t G� Lu 10 10 69 m N W w 35 S!A. 50 20 40 60 80 50 50 100 150 200 250 FLOW RATES(GPM) 0 Rated Flaw(Established by approval agencies) Capacity thru Schedule 40 Pipe TYPICAL INSTALLATION Pipe size 5 ft/sec 7.5 it/sec 10 ft/sec 15 ft/sec Local codes shall govern installation require- 1/8" 1 1 2 3 ments. To be installed in accordance with the 114" 2 2 3 5 manufacturers'instructions and the latest edition 318" 3 4 6 9 of the Uniform Plumbing Code.Unless otherwise 1/2" 5 7 9 14 specified, the assembly shall be mounted at a 314„ g 12 17 25 minimum of 12'(305mm)and a maximum of 30' (762mm)above adequate drains with sufficient 1" 13 20 27 40 side clearance for testing and maintenance.The 1 1/4" 23 35 47 70, installation shall be made so that no part of the 1 1/2" 32 48 63 95 unit can be submerged. 2" 52 78 105 167 —dillillib= —iglillikl■—_ ALARML---I PROTECTIVE ill PANEL ENCLOSURE Ills I• •i1lF.»oJ\ MI BATTERY paw + saf ' MONITOR "�1,j�'�� I, SWRCH' �Il 12 MIN ,��s dV MAx OPTIONAL WATER AL METER AIR GAP 1 __ DRA IN 1 - FnNG �'�r . ' 1•�IlEua �I/ `I� . 1s;_y.t=) DIRECTION OF FLOW FLOOR FLOOR GRAIN J INLET SHAY-OFF DIRECTION OF FLOW c) • INDOOR INSTALLATION OUTDOOR INSTALLATION ' ('Show w/eptlenal EMS) SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE®Listed 1013,rated to 180°F and supplied with full port ball valves.The main body and access covers shall be bronze(ASTM B 584),the seat ring and all internal polymers shall be NSF®Listed NaryITM and the seat disc elastomers shall be silicone.The first and second checks • shall be accessible for maintenance without removing the relief valve or the entire device from the fine.If installed indoors,the Installation shall be supplied with an air gap adapter and integral monitor switch.The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. — WILKINS a Zum company,1747 Commerce Way,Paso Robles,CA93448 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga.Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line:1-877-8ACKFLOW(1'877.222.53561•Wehsite:http:nwww.zurn.com Page 2 of 2 G:\PROJ-ENG\C\CCU 143\O8CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A , , MATERIAL CONFIRMATION NAPLES PARK NOTE: This form is to be completed by Contractor and County Representative at time of all material delivery to site and at time of all pick up of returned materials. All material shall be reviewed for condition, type, size and quantity. Delivery or pick-up tickets should be attached to form. DATE: COUNTY REPRESENTATIVE: CONTRACTOR REPRESENTATIVE: MATERIAL DELIVERY OR PICKUP: DELIVERED OR PICKED UP BY: MATERIAL (LIST BELOW) ITEM SIZE QUANITY COMMENTS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE ADDITIONAL COMMENTS AS NECESSARY: County Representative Contractor Representative G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Coa\Bid Document.docx 11 .4 SUBSURFACE REPORT ARDAMAN &ASSOCIATES, INC. April 16, 2013 G:\PROD-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Con\Bid Document.docx 11A SUBSURFACE SOIL EXPLORATION NAPLES PARK WATER MAIN REPLACEMENT 91ST AND 92ND AVENUE NORTH AND 93RD AND 94TH AVENUE NORTH NAPLES,COLLIER COUNTY,FLORIDA COLLIER COUNTY PROJECT NO.71010.17 COLLIER COUNTY P.O.4500142038 MEW 111111 Ardaman &Associates, Inc. Geotechnical, Environmental and Materials Consultants OFFICES Orlando, 8008 S. Orange Avenue, Orlando, Florida 32809, Phone (407) 855-3860 Bartow, 1525 Centennial Drive, Bartow, Florida 33830, Phone(863) 533-0858 Cocoa, 1300 N. Cocoa Blvd., Cocoa, Florida 32922, Phone(321) 632-2503 Fort Myers, 9970 Bavaria Road, Fort Myers, Florida 33913, Phone(239) 768-6600 Miami, 2608 W. 84th Street, Hialeah, Florida 33016, Phone(305) 825-2683 Port St. Lucie,460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986, Phone(772) 878-0072 Sarasota,78 Sarasota Center Blvd., Sarasota, Florida, Phone(941) 922-3526 Tallahassee, 3175 West Tharpe Street, Tallahassee, Florida 32303, Phone(850)576-6131 Tampa, 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619, Phone(813)620-3389 West Palm Beach, 2200 N. FL Mango Rd., Ste. 101, West Palm Bch., FL 33409, Phone(561)687-8200 MEMBERS: A.S.F.E. American Concrete Institute American Society for Testing and Materials Florida Institute of Consulting Engineers 11A wilw ' Ardaman &Associates, Inc. MAIGeotechnical,Environmental and Materials Consultants Ardaman Project No. 13-33-4514 16-APR-2013 Collier County Government Public Utilities Planning&Project Management 3339 Tamiami Trail East, Suite 303 Naples,FL 34112 Attention: Mr.Jereme Shaidle, P.E. SUBJECT: Subsurface Soil Exploration Naples Park Water Main Replacement 91st and 92nd Avenue North and 93rd and 94th Avenue North Naples, Collier Co., FL Collier County Project No.71010.17 Collier County P.O.4500142038 Gentlemen: As requested and authorized by Collier County Government Public Utilities Planning & Project Management,Ardaman&Associates, Inc. (Ardaman)has completed the subsurface soil exploration program for the subject project. The purposes of this program were to evaluate the general subsurface conditions in the project study area and discuss our findings. This report documents our findings and conclusions. It has been prepared for the exclusive use of Collier County Government Public Utilities Planning and Project Management and their consultants for specific application to the subject project in accordance with generally accepted geotechnical engineering practices. No other warranty,expressed or implied, is made. SITE LOCATION AND PROJECT DESCRIPTION New water main will be installed in the right-of-way of 91st and 92nd Avenue North as one project and 93rd and 94th Avenue North as another project in the Naples Park area between Vanderbilt Drive and Tamiami Trail (US 41) in Naples, Florida. The length of each road between Vanderbilt Drive (STA 0+00) and Tamiami Trail North (Station 52+00) is approximately 5200 feet. New water main will run down 7th Street North between 91st Avenue North and 94th Avenue North. An aerial photograph of the project area is presented as Figure 1 in Appendix 1, 9970 Bavaria Road,Fort Myers,Florida 33913 Phone(239)768-6600 FAX(239)768-0409 Florida: Bartow,Fort Myers,Miami,Orlando,Port St Lucie,Sarasota,Tallahassee,Tampa,West Palm Beach Louisiana: Alexandria,Baton Rouge,Monroe,New Orleans,Shreveport 114 ' Report of Subsurface Soil Exploration 16-APR-2013 Naples Park Water Main,91St and 92nd Ave.North and Project No.13-33.4514 93rd and 94th Ave.North Page No.2 Naples,Collier County,Florida Collier Co.Project No.71010.17-P.O.4500142038 SCOPE OF GEOTECHNICAL SERVICES The scope of our geotechnical services was limited to the following items: 1. Conducting 75 hand Auger borings to a maximum depth of 6 feet to define subsurface conditions along the route of the proposed water mains. 2. Reviewing each soil sample obtained in our field testing program by a geotechnical engineer in our laboratory for further identification and assignment of laboratory tests. 3. Performing the appropriate laboratory tests on selected samples. 4. Analyzing the existing soil conditions with respect to the proposed construction. 5. Preparing this report to document the results of our field exploration and laboratory testing programs. It is the intent of this report to present general information about subsurface soil and groundwater conditions in the project study area as disclosed by the test borings to the design engineers and to interested bidders on these projects. FIELD EXPLORATION PROGRAM Our field exploration consisted of performing 75 hand Auger borings on approximately 300-foot centers along the proposed water main routes. A hand-held bucket auger was used to advance each auger boring to a depth of 6 feet. The equipment and procedures used in the hand Auger borings are described in detail in the Appendix 3. Preliminary (30%) plans were made available to us for the 91St and 92nd Avenue North Water Main Replacement by Johnson Engineering, Inc., and for the 93rd and 94th Avenue North Water Main Replacement by Q. Grady Minor and Associates, P.A. The preliminary plans showed the new water main alignments in the alsor Andaman&Associates,Inc. 11A Report of Subsurface Soil Exploration 16-APR-2013 Naples Park Water Main,91n and 9210'Ave.North and Project No.13-33-4514 93r1 and 9462 Ave.North Page No.3 Naples,Collier County,Florida Collier Co.Project No.71010.17-P.O.4500142038 south right-of-way of 91st Avenue North,the north right-of-way of 92,93 and 94th Avenues North, and the west right-of-way of 7th Street North. The borings were located on the pipe alignment beginning at about STA 0+50 and spacing each boring approximately 300 feet up to STA 51+50 of each Avenue. The locations of each boring by street name, station and offset are described on each boring log. Boring locations are also shown on Figure 2-Site Aerial with Boring Locations included in Appendix 1. GENERAL SUBSURFACE CONDITIONS The general subsurface conditions encountered during the field exploration are shown on the soil boring logs presented in Appendix 1. Soil stratification is based on examination of recovered soil samples and interpretation of the field boring logs. The stratification lines represent the approximate boundaries between the soil types,the actual transitions may be gradual. In general, the borings encountered a similar soil profile among the borings described as fine sand (SP or A- 3)from the ground surface to the 6-foot depth explored. Peat(PT)or muck(A-8)soils were encountered at a few locations summarized as follows Boring Street Station Offset Depth Interval No. of Peat A-12 91st 33+50 18'Rt. 3'-5' A-52 93rd 45+50 12'Lt. 1.5'—3.5' A-67 94th 36+50 12' Lt. 3.5'—4.5' A-68 94th 39+50 12'Lt. 1.5—2.5' The depths at which groundwater was encountered in the boreholes ranged from 3.5 to 6.0 feet below the existing ground surface at the time of our field exploration (March 21 to April 9, 2013). The groundwater depths shown on the boring logs represent the groundwater surface encountered on the dates shown. Fluctuations in groundwater level should be anticipated throughout the year due to seasonal variations in rainfall, and other factors. Row Ardaman&Associates,Inc. 11A i 4 Report of Subsurface Soil Exploration 16-APR-2013 Naples Park Water Main,91St and 92d Ave.North and Project No.13-33-4514 93d and 94"h Ave.North Page No.4 Naples,Collier County,Florida Collier Co.Project No.71010.17-P.O.4500742038 LABORATORY TESTING PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our office and, thereafter, examined by a geotechnical engineer to obtain more accurate descriptions of the existing soil strata. Laboratory testing was performed on selected samples as deemed necessary to aid in soil classification and to further define the engineering properties of the soils. The laboratory tests included Natural Moisture Content, Sieve Analysis and Organic Content. The test results are tabulated below. BORING SAMPLE DEPTH STREET STATION OFFSET SOIL MOISTURE PERCENT ORGANIC NO. NO. TYPE CONTENT FINES CONTENT HA-6 2 4.5' 91st Ave.N. 15+50 18'RT. SP 24% 0.7%(1) — HA-12 2 3.0' 91st Ave.N. 33+50 18'RT. PT 49% -- 12% HA-27 2 4.5' 92nd Ave.N. 24+50 12'LT. SP 20% 2.9%(1) — HA-37 1 2.5' 93rd Ave.N. 0+50 12'LT. SP 32% — 2.5% HA-42 2 4.5' 93rd Ave.N. 15+50 12'LT. SP 24% 2.6%ni — HA-52 1 2.5' 93rd Ave.N. 45+50 12'LT. PT 93% — 5.9% HA-56 2 4.5' 94th Ave.N. 3+50 12'LT. SP 24% 0.8%(1) — HA-67 2 3.5' 94th Ave.N. 36+50 12'LT. PT 224% — 34% HA-68 2 2.0' 94th Ave.N. 39+50 12'LT. PT 70% — 14% (1)Sieve Analysis performed. See Appendix 2. The test results are also presented on the soil boring logs at the depths from which the samples were recovered. The results of sieve analysis are presented on grain-size distribution curves the Appendix 2. The soil descriptions shown on the logs are based upon visual-manual procedures in accordance with local practice. Soil classification is in general accordance with the Unified Soil Classification System (ASTM D- 2487)and is also based on visual-manual procedures. The soils recovered from the hand auger borings were also classified in accordance with AASHTO M-145—Recommended Procedure for the Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes. NNW IN— ' Ardaman&Associates,Inc. 11A 1 Report of Subsurface Soil Exploration 16-APR-2013 Naples Park Water Main,91St and 920 Ave.North and Project No.13-33.4514 93rd and 940 Ave.North Page No.5 Naples,Collier County,Florida Collier Co.Project No.71010.17-P.0.4500142038 DISCUSSION The hand auger borings encountered mostly fine sands(SP or A-3)within the depths explored throughout the project area. The fine sands (SP or A-3 soils) are suitable for use as backfill materials and suitable for pipe bedding. Peat (PT) or muck (A-8) type soils were encountered in four of the Auger borings as described under General Subsurface Conditions. Because of the compressible nature of this soil, it should be removed to its full vertical extent under the new water main pipe and replaced with select A-3 type soil compacted to project specifications,or replaced with a fine gravel material such as FDOT No. 89 stone. The peat soils should not be used as a backfill material in the pipe trench. GENERAL COMMENTS While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and may be encountered. The boring logs and related information are based on the driller's logs and visual examination of selected sample in the laboratory. The delineation between soil types shown on the logs is approximate and the description represents our interpretation of subsurface conditions at the designated boring locations and on the particular date drilled. If you have any questions about this report, please contact this office. Very truly yours, Ardaman&Associates, Inc. Florida Certificate of Authorization No.00005950 Gary A. Drew, P.E. Vice President/Branch Manager GADlegs Distribution: Client-2 hard copies+electronic pdf _ Ardaman&Associates,Inc. - 11A APPENDIX 1 AERIAL PHOTOGRAPH —FIGURE 1 AERIAL PHOTOGRAPH WITH BORING LOCATIONS— FIGURE 2 HAND AUGER BORING LOGS HA-1 —HA-75 low 110 a Ardaman&Associates,Inc. - 11A z w � a Lw U K o 4 w x Z m¢8U C i y Z ,o �¢ m l'o iwa. - @cgm'wo y , E —1-. a w- w a G m z m�.�` % M - : ¢rn -g-' r a7 " P d,��. r.a alMilr' 04 :/.44,ue p � e_,,__a icy-- --;14,-„fir, 6..- E®r. r`rh, � � .- ," 2i K. �e 11 if'+ �� 7 .r �` sT 1 'tr Ir lint F .a Il V 4 c ki. a& ,1, -" 4 ` r r A.144 DR fi I V 111 .l ' 4 p 0. f„ 1 •, MI : ' y..ig a<5 4a , �k ev r . w.l� ,' a ors rte` e ''I # �� I .r '� era , , F p „,r ', x. 1 ■ r _.-k�a . - a_...�.. qz c -0 t Fa I - l r I„ �' r cn --l era i 'F a�� - , i,-.„ 9E r r v 'l` 1 . 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PUBL C STATION: 0+50 OFFSET: 20' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM u_ o o I- x LL z J CW li z 2 o N I— a J Z 11 U V SOIL DESCRIPTION REMARKS a ~ U z ° Z F LL E. a o0 a O U d Q y fs J y SP Poorly Graded Sand-Gray to Brown fine sand. (A-3) _ 1 1- 2- 3- 4 5- 2 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 ilowl.Ardaman&Associates,Inc. � ` t. e�l and ` ;-1Materials Cn.I�b REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-1 11A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 3+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM •0 0 CC I- I— 2F' 5 0 Lu l~L Z J fn H W W W Q W J ? H a. = y SOIL DESCRIPTION REMARKS 3 z 0 E 15 Z (9z 0 • w Q ,ELI 0- 0 0 d Q 0 ti 0 a SP Poorly Graded Sand-Gray to brown fine sand. (A-3) 1 — 1 2- 3— 4� 5 2 SP Poorly Graded Sand-Dark brown fine sand. (A-3) 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 --'Ardaman&Associates,Inc. 5 c.oe..m,lw.Eo-«.o..w.oe C::Mat.dai.conaoI.nts REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-2 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -lUBICILII$IES STATION: 6+50 OFFSET: 18'RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x 0 8 cc I- -. - I— 2 O L.L. 2~ J y Luz z W Q z — z la LI.1 2 = y SOIL DESCRIPTION REMARKS Q Z 0 Eci z ° Z 0 • 0 Q ¢ U a LL 0 0 a N J C7 _ SP Poorly Graded Sand -Gray to brown fine sand. (A-3). 1 2- 3— 44-L- s 2 SP Poorly Graded Sand-Brown fine sand. s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 S In Ardaman&Associates,Inc. ,,^+eMateri i.on b entail�d REVIEWED BY Gall/A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-3 11A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 9+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • x o o jr ~ - z ~ - o LL Z J y H W U,j W — u.12 Q W – 1141 U U SOIL DESCRIPTION REMARKS '4 H V z (9Z o H _ oC V d w < * v a < C y cr ° = ii C7 __ SP Poorly Graded Sand-Gray to brown fine sand. (A-3) 1- _ 1 2- 3– 4-11E - 2 SF' Poorly Graded Sand-Brown fine sand. (A-4) 5– 6 HOLE TERM @ 6.0' 7– PAGE 1 OF 1 _-Andaman&Associates,Inc. A. 1M cCoo suj Environmental ant and REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-4 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLICITITIA 1'1 STATION: 12+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM L4 H O O 0 LL Z J W Z Z W Z Z - Z y 1- W W a W a _ SOIL DESCRIPTION REMARKS ci z 0 2 ¢ z p F: p y 0 a SP Poorly Graded Sand -Gray to brown fine sand. (A-3) � - 1 2- 3- 4— 5 2 SP Poorly Graded Sand-Dark brown fine sand. (A-3) s 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 S'Ardaman&Associates,Inc. Mae.��.c«a�icoe REVIEWED BY Gary A. Drew, P.E. FILE No: 13-33-4514 BORING NO HA-5 1 1 A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 15+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x O O W Z H Z Z a IL Z J Cl) H W W W Q W J Z 2 _ SOIL DESCRIPTION REMARKS < 0 1-Z L O Z O Cl)• o C _ acco.) o- U d U3 0 a ll SP Poorly Graded Sand -Brown fine sand. (A-3) 1— 2- 3— .. ... 4— 2 24 0.7 5 s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 M Ardaman&Associates,Inc. M a ; ts""d'1 i.o. � REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-6 11A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 18+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x z o wz z Zz E o z ce-'I FwwW aw _ a. = SOIL DESCRIPTION REMARKS Q z 0 z z z 0 • w E Q = O d LL O o p co cc 3 d Q 0 ° - i' _ 0 SP Poorly Graded Sand-Brown fine sand, trace of limerock gravel. (A-3) 1 — 1 - 2 SP Poorly Graded Sand-Brown fine sand. (A-3) 2- 3- 4- 5— Z 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 S 1♦Ardaman&Associates,Inc. , G..e.dmkw,6nY.,.n.nw.nd — gMaf.rial.ca,..xaab REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-7 hA ' 1 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 21+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x F 0 9 cc Z zZ m o IL Z J U) I— W W W Q W J ? x a. _ to SOIL DESCRIPTION REMARKS Q z 0 LL ¢ z = a a¢ o • O Q , V a ° d 0 a SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- ... •... 3- 4- 5-z2 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 IMF�Ardaman&Associates,Inc. > °-..-M Lnd�CO�quIWEnvironmental�d REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-8 hA 1 i BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 24+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM i_ x Ili z S WZZ2 aW z °z_Lit uj _ a. _ SOIL DESCRIPTION REMARKS a C) Z O a. N Z ac W ¢ 2 H a E a M 3U au- oo d y c y E g SP Poorly Graded Sand -Brown fine sand. (A-3) 1 — 1 2- 3- 4— 5-L2 s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 saw IN Ardarnan&Associates,Inc. Gaobchnk.al,Emiranrna�W and a aMabrialaConsultanb REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO.: HA-9 hA1 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 27+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM I- x u_ O °o Z _ ° LL Z 0 y cc z W z J Z H a = U) - W W a W .2 z 0 z CD z 0 -LT- 8 I- 2 Q � V - e0 a Cl) 0 y C0 ° 21 a SP Poorly Graded Sand-Brown fine sand. (A-3) - 1 - 1 2- 3- 4- 2 s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �'Ardaman&Associates,Inc. M � .w'e""'"''"d REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-10 11A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 30+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM o o Wz z zZ 2 o LL Z J u) H W W W < 1.1.1 -1 Z • aa- = y SOIL DESCRIPTION REMARKS < Z ¢ Z Z O • Q Q oU 0. � U d Q O SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- 3- 4— 2 5s- s HOLE TERM @ 6.0' 7— PAGE 1 OF MEW'Ardaman&Associates,Inc. °_j,M ` cc' ,w� REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-11 c .Ts. R .1, BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 33+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE & MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND=HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F x o O ccI- I- Zi- - o LL Z J W Z Z Z W J fA Z I-. a 2 N SOIL DESCRIPTION REMARKS a z ¢ z Z o • w Q 3O ti OO C) Q o y cc * =, a c7 SP Poorly Graded Sand-Brown fine sand. (A-3) 1 1 2— 3— 2 �-�` PT Peat-Very dark brown sandy peat. (A-8) 49 12 4� s 3 ' SP Poorly Graded Sand- Brown fine sand. (A-3) s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 Effir.im Ardaman&Associates,Inc. i ,qM°m ac«,: �d REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-12 1 1 A BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 36+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM (o 0 F w LL Z w z a w �: o 2 = y SOIL DESCRIPTION REMARKS a a Z o r lit. til- E , O w LL 0 0 5 tz D a 4 CR V a 0 a J CC y a SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3- fli fl: 4 s _ 2 5_ 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 -�Ardaman&Associates,Inc. ▪ : M � c«,.wi�a Environmental and REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-13 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 39+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 04-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 04-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM cD F x O o °C ~ Z ~ 2 o l~i. Z J cn H W W ai Q W J Z • a 0 y SOIL DESCRIPTION REMARKS 4 z 0 ? s z o • LL 5 Cl) W a o V a 0 d J o ( C -J a o 1 )CI Limerock base/gravel. (A-1-b) - Qo9G ,002 _ >aao0 .4n, ..c_ .G SP Poorly graded Sand-Brown fine sand. (A-3) 1— 2— 2 3— 4-. 5— 3 .. . .•6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 MEW M Ardaman&Associates,Inc. Materials Co nsultants ' '� REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO.: HA-14 11A r , BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 42+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 09-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 09-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM . z O x Z z u. Z -co F i x y SOIL DESCRIPTION REMARKS .4 Z 0 z CD z j • Q Q a o CJ a. o 0 ci J N 0 a SP Poorly Graded Sand-Brown fine sand. (A-3) 1- 1 2- 3- 4- 2 5 s s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �'Ardaman&Associates,Inc. tF £a 6aobrhnkal,Enviraananbl and • MaluiakConwlhnb REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-15 11A11 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 45+50 OFFSET: 18' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 09-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 09-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE &MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM - x • c5 CD) Wz I- c) L- s o LL Z J Cl) F W W „, Q W J Z I—• a = ti SOIL DESCRIPTION REMARKS 3 Z 0 2 x z . = ° d U j w Q y U a ° d Q CD J d•o "• SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- 3- 4—' 2 5 . 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 __mArdaman&Associates,Inc. ,�, GaobchnIcai.Environmental and weawiaisC Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-16 111.1 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 48+50 OFFSET: 20' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 03-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 03-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • °o cc zZ — LL Z J N I- W W W Q W J z 2 2 ti SOIL DESCRIPTION REMARKS 3 Z z ¢ Z ❑ • 0. aQ o U a LL 0 C ct ❑ Cy (9 . J d SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 ... ... 2— 3— 43E 5— 2 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 U Ardaman&Associates,Inc. G.ot.dnk...��^w and w�r�.�.c«. b REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-17 114 BORING LOCATION: 91ST AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 51+50 OFFSET: 15' RIGHT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 03-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 03-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM W 0 S . 1- ,_ E1- 2 o Z S H W z w Q W - Z _ 0- V v SOIL DESCRIPTION REMARKS Q i- C) z C7 i- O I-, g a m 3 0 w IT O O 5 Lu ¢ eU a o U d S Q w a SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- 3- 4- - 2 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 �'Ardaman&Associates,Inc. Maada�lsu�wane! REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-18 -.1i A. A 1 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 0+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM W 0 co ac 1- I- Z ~ E o LL Z -I N U F W W ui Q W J z ui H a a ? SOIL DESCRIPTION REMARKS ct Z 0 2 0 Z G Q Q cc o U CL , 0 d .< v� C7 = a o :: ::: SP Poorly Graded Sand-Brown fine sand. (A-3) 1 - _ 1 2- 3- 4 s _ 2 5— s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 MN'Ardaman&Associates,Inc. o.oe.tn.lw.Envtra,m.n8Iand M,a.im.coo.mrau REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-19 11 'AJI 1.4 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 3+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x - y H W Za W J Z W J V y yj W SOIL DESCRIPTION REMARKS Q z 0 2 Z O H a = F w 2 a n O w 'T- 0 0 5 u). 0 Q cc °� U a * 0 d J Cl) 0 J n. SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3- 4- s 2 5— s HOLE TERM @ 6.0' 7- PAGE 1 OF 1•Mir-' Arda man&Associates,Inc. Materials o a�:wu�e. REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-20 NV hA 0 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 6+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • F x 0 0 CC I— I— z ~ E z ill LL Z J H W W Q z 11.1 -J co • .-I = y SOIL DESCRIPTION REMARKS Q O w 2 O O 0 . ET- LL Ili y cc o U 0- �° V d d J ) SP Poorly Graded Sand-Brown fine sand. (A-3) 1— .. 1 •... • 2- 3- 4 s 5- 2 6 HOLE TERMINATED @ 6.0' 7- PAGE 1 OF 1 saw IN Ardaman&Associates,Inc.Environmental and b'_ Ma r+�r.co�: REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-21 11A BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 9+50 OFFSET: 12'LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM o o z x 1- z c y Z y _ W V V X SOIL DESCRIPTION a Z ILI 0 2 ¢ Z 0 . I— m O O O 5 y a U d < Q y (0 O ° O. ' SP Poorly Graded Sand-Brown fine sand. (A-3) - 1— 1 2- 3— 4— :4—:— — SP Poorly Graded Sand-Dark brown fine sand. _iic2 5— s • HOLE TERMINATED @ 6.0' 7— PAGE 1 OF 1 __'Ardaman&Associates,Inc.sod ''M v W.Consultants un� REVIEWED BY Gary A. Drew P.E. FILE NO 13-33-4514 BORING NO HA-22 hA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 12+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM LL - o cc 1- a. F W u W Q W . = v SOIL DESCRIPTION REMARKS Q ~ v z 0 z 0 . w n. o U 0. O0 CI Q C7 SP Poorly Graded Sand-Brown fine sand. (A-3) 1- 1 2- 3— 4 SP Poorly Graded Sand- Dark brown fine sand. 5 IL'2 : s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 IEArdaman&Associates,tnc. ._ . �k�.dwana ....J'„ w M t ConsuIGn REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-23 hA M BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 15+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM o o x r- g LL 2 J W W ZW e (/) H a = y SOIL DESCRIPTION REMARKS I— W Q J z a Z ¢ Z < Z -1 H = O w 2 Q .. C d a o y 0 a. SP Poorly Graded Sand-Light gray fine sand. (A-3) 1— 1 2- 3- 4- 2 5— s 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �'Ardaman&Associates,Inc. . ��3_ M.(.G' .Environmental( "'° REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-24 hA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 18+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM 0 0 E L~l Z ".� H W W N Q W J Z 17. a U v SOIL DESCRIPTION REMARKS 3 Z 0 Z C9 z I- 2 to a = ° o_ ° c0 a_ a 0 N CCD U ° J a. SP Poorly Graded Sand-Gray fine sand. (A-3) _ 1 SP Poorly Graded Sand-Light gray fine sand. (A-3) 2- 3- 4— 2 5— 6— HOLE TERM @ 6.0' 7— PAGE 1 OF 11111,'Ardarnan&Associates,Inc. oawehniaai,EnvIr aanbi and Materials Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-25 114 1.1 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV.-PUBLIC UTILITIES STATION: 21+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM --- X F 0 o CCI- I- Zi- 2 0 iii 2 LL J N F- W W W Q W J Z _ 0- = y SOIL DESCRIPTION REMARKS a Z z 0 Z G • LL = N Q , C o 0 a U d J co a :: SP Poorly Graded Sand-Brown fine sand,trace of limerock - f :• gravel. (A-3) - 1'N i'ti:: s - •Jf. ce: J: 1— .i:..1:1::!: ..X1+54 s: - !: }': IY•'J• SP Poorly Graded Sand-Brown fine sand. (A-3) 2— '" ... 3- 4— - 2 5— s 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 L- ' Ardaman&Associates,Inc. t- M a we.w nb��W�d REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-26 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 24-}50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM 9 0 x 0 . 1- F ~ 2 0 V W fn J Z H W < w _ 1±j C] U H a I U) SOIL DESCRIPTION REMARKS Q Z 0 Z W z 0 • w 2 as OR aLL p0 CJ CO p < 0 .J ii SP Poorly Graded Sand-Brown fine sand. (A-3) 1 1 2- 3- 4— :2 20 2.0 5— ... 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 r�Ardaman&Associates,Inc. M ,c:wn ,amr�a REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-27 1 +VAA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 27+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F x Z 9 W Z ZfA ZZ — Z y F W W W a W ..J y SOIL DESCRIPTION REMARKS Q z cc - cc Z - • a 0 n y a V a O 0 d a C7 O SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3- 4— 2 5 6 HOLE TERM @ 6.0' 7— PAGE 1 OF Ardaman&Associates,Inc. Onat.chnical,6nrkomwnlal and 1 Materials Cansultante REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-28 1 1 A BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 30+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • U _ w z O tn E- W yZj W Q W 2 • a = SOIL DESCRIPTION REMARKS Q z 0 2 CD Z C F W Q off° O 0. 0 d < Cl) ° a • • ••• SP Poorly Graded Sand-Light gray fine sand. (A-3) 1— 1 2- 3- 4— 5 s Z 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 _'Ardaman&Associates,Inc. "i,t Geolaahnical,F konm.Mal and Materials consultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-29 11A BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 33+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE & MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM 0 I- x 0 LL Z J E u z ~ o N F N 4 W J Z F a = SOIL DESCRIPTION REMARKS 3 ? • Q z z F 5 a. = o U d ° U d Q y 0 °e a •• SP Poorly Graded Sand-Brown fine sand. (A-3) _ 1 2- 3- 4- _ 2 5 s 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �'Ardaman&Associates,Inc. ru..i�d. :w� REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-30 11A BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 36+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x 0 0 oc )- I- -0 — o z • W 0 y SOIL DESCRIPTION REMARKS G Z z (9 Z a - w Q - 0 n- LL � 0 d 5 G y o -' g- SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- 3- 4- 5— 2 s 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 Illir�Ardaman a Associates,Inc. Malachnk4,Environment/al al and x MaLrfascons,Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-31 hA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 39+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): NE TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM •- x O o cc I— I— z ~ 2 o LL Z J N I— La W W a W — Z H a = ti SOIL DESCRIPTION REMARKS Q Z 0 LL ¢ z =U U • w Q 3 a d Q Q. 0 1 ao c Limerock base/gravel. (A-1-b) - C3oo6 - "O D oo9G ?00 c, oo a G - 2.00cs iCioOS 1— (50�6 _ SP Poorly Graded Sand-Brown fine sand. (A-3) - 2- 3- 4— 2 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 _- Ardaman&Associates,Inc. G..bcMkat,8wkarn.ntal and MatariaLOernultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-32 114 ! 4 BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 42+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): NE TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM -- 1.- o 0 oc I— ,— z t- m c, IL Z H Wa U ,-- w w W Qw -I Z co_ y SOIL DESCRIPTION REMARKS Q z z z C z 0 F• w Q * U a LL O U d_ Q .� d : `.:: SP ` Poorly Graded Sand-Brown fine sand,trace of limerock ;...1:::::: gravel. (A-3) -- l ,t :! i. : 1— 1 12: • ••�tfS A.:: - • 7'}: - •+;;ti - SP Poorly Graded Sand- Brown fine sand. (A-3) 2- 3- 4— 2 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 mica Ardaman&Associates,Inc. 4 G.ot.a,nfo t,r.,vtrom snw and M,mrwaconaewn+a REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-33 hA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 45+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 6.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM I-- X LL,.: 2 J W Z Z cn a Z ILI - Z CI co 2 0 ti SOIL DESCRIPTION REMARKS < z 0 Z s Z 0 F- LL 5 to O Q a- o U a U ci J co a 0 '' SP Poorly Graded Sand -Brown fine sand,trace of limerock - .; :: ....t.,., gravel. (A-3) _ ':ia 1 -.;,:.:7,:: +4'' 1 — SP Poorly Graded Sand -Brown fine sand. (A-3) 2- 3- 4— 2 5— s 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 mum Ardaman&Associates,Inc. '. G.otecfnIadr Environmental and Materials Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-34 hA BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 48+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.5' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x o °o xI- 1- z ~ m o LL Z J co H W tAJ W Q W J Z x a = y SOIL DESCRIPTION REMARKS 3 z 02 01- O F.5 w Q o a o U d Q o y x a -J a. CD _ o SP Poorly Graded Sand-Gray fine sand. (A-3) _ 1 1- - SP Poorly Graded Sand-Brown fine sand. (A-3) 2- 3- 4 2 5— s s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 _a Ardaman&Associates,Inc. . T M and on:�nts REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-35 11A BORING LOCATION: 92ND AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 51+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F 0 S cc I— 1 Z1— 2 o iL 2 -� y H W W Q W — Z SOIL DESCRIPTION REMARKS Q Z 6 65¢ z z _ w o 0 a LL Oo 0 U g ct C7 _ U ''' ` SP Poorly Graded Sand-Brown fine sand,trace of limerock - `':;=.:; gravel. (A-3) _ 1 M: F - is x: SP Poorly Graded Sand-Brown fine sand. (A-3) 2- 3— _ 2 4— 5- - • s HOLE TERM @ 6.0' 7— PAGE 1 OF WW1.Ardaman&Associates,Inc. G.ow.drdcar,Environmental and — _ Materials C s,lm,b REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-36 :F BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 0+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F 0 0 � � � z ~ o iL w Cl) H5 5y Q5 n 2 i ._ = y SOIL DESCRIPTION REMARKS Q Z 0 Z c9 z O ~ a a m O w LL O O 5 U) W Q o Q a o U O Q O y 0 c m Ja SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 2— SP Poorly Graded Sand-Very dark gray slightly organic fine sand. (A-3) _ 1 32 2.5 •3— . ..... SP Poorly Graded Sand-Brown fine sand. (A-3) 4— 5 At s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 'Ardaman&Associates,Inc. ..., M uc«iwtaea a �a REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-37 hA _.# BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 3+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 02-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 02-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x O O ¢ ~ 1- z ~ s o LL w J V) H W W W Q W J z -I = y SOIL DESCRIPTION REMARKS Q z 0 2 ¢ z 0 . w C e 0 a LL O 0 5 a O y ° a. SP Poorly Graded Sand-Dark brown fine sand. (A-3) 1— 1. .. •••fli fl; 2- 3- 4- 5 s-Z s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 ®'Ardaman&Associates,Inc. . ' Ii _a -F=MsrsConsultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-38 114 , 1 BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 6+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 3.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: CLOUDY/SHOWERS E • CD ac 1- f- Z 1- g p LI LU iL Z J y F-. W W cn '5 W J ? F a 2 y SOIL DESCRIPTION REMARKS a Z o0C z ¢ Z O 1. a O 3O W LL OO 5 Cl) a. Q ¢ off° U a ao U d Q CA 0 —I a SP Poorly Graded Sand-Brown to dark brown fine sand. (A-3) 1 — 1 ... ... 2- 3— s 4— 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 �®Ardaman&Associates,Inc. �'i G.ol.chnlcb,awkonmanlal and ` MamrWsCanwttalds REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-39 114 BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 9+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: CLOUDY/SHOWERS F F • CD cc ~ zZ E o IL W S fA F- W W W Q W J ? _ = y SOIL DESCRIPTION a Z 0 2 ¢ Z 0 . w a - Vi c0 a " ° o d a 7.1 El SP Poorly Graded Sand-Gray to dark gray fine sand. (A-3) 1- 1 •2- ... ... 3- 4 s 5— 2 6— HOLE TERM @ 6.0' 7- PAGE 1 OF 1• —.le Ardaman&Associates,Inc. --f.:< - ` �3au�":«"w�b"''l"'` REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-40 11A BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 12+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE &MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x t- 0 0 oc1- 2 z ~ – o lL Z J co H W W j < W J – F a. 2 y SOIL DESCRIPTION REMARKS Q Z 0 2 s Z p . W a ' o O O- ,e o O Cl) p co 0 o - a C7 _ O o°o Limerock base/gravel. (A-1-b) - C3 0o c ›oot> - >aa ■OC 0 o .Q - SP Poorly Graded Sand-Gray to brown fine sand. (A-3) 1— 2 1 •... •... 3- 4- 5– 2 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 IMW_'Ardaman&Associates,Inc. [ieobehnicd,Emiroammtal and :._ Mabriala CaiauNanb REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-41 11A BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 15+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM I x ri 2 9 wz 2y Qw 2 2 2 o. 2 0 SOIL DESCRIPTION REMARKS a Z 2 CD z p • G y a o. o a " � a d a o - : SP Poorly Graded Sand-Light gray to dark brown fine sand. (A-3) 1 — 1 ... . . 2- 3- 4 s 24 2.6 5- s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 S-Ardarnan&Associates,Inc. ID- ` eN w .c:�i�e . �d REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-42 hA BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 18+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM o OF F W H a E SOIL DESCRIPTION REMARKS < Z v a Z o z OQ = o U Q. LL d U d Q 4 N C7 SP Poorly Graded Sand-Light gray fine sand. (A-3) 1— 1 2- 3- 5- 2 s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 ®Ardaman&Associates,Inc. M ,;i.c� REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-43 11A ti BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 21+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM -- 0 0 F x Z1- g o ._ Z J F W W W Q W J ?y 2 0 ti SOIL DESCRIPTION REMARKS < 1- a z 0 )- o w Q = bU a LL Ooo d g 0 K ° d SP Poorly Graded Sand-Gray fine sand. (A-3) 1— 1 2- 3- 4� 5- 2 6- HOLE TERM @ 6.0' 7- PAGE 1 OF 1•r Ardaman&Associates,Inc. # ' a M c«n ft n� REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-44 and 114 ( I BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 24+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM � o 1— Q z J REMARKS H WZ W zW~ W ZZ Z W !.1 ~?y a a ?a SOIL DESCRIPTION u ¢ , v a 0 0 < y 7 i _ SP Poorly Graded Sand-Light gray to dark brown fine sand. (A-3) 1— 1 2- 3— 43,- 5— 2 6— HOLE TERM @ 6.0' 7— . PAGE 1 OF 1 I. MVO Ardaman&Associates,Inc. 4 G.ot. cr,r,�.a.n.rer and _ ,.Mamer.ca,.www REVIEWED BY Gary.A. Drew, P.E. FILE No: 13-33-4514 BORING NO HA-45 11A BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 27+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: ,PARTLY CLOUDY/WARM LL Z O co H W W W W - Z L..9 = SOIL DESCRIPTION REMARKS Q Z cc z ¢ Z — H I- (3- a * 0W00 d g 0 y ¢ g 0 0 SP Poorly Graded Sand-Gray to light brown fine sand. (A-3) _ 1 2— •... ... 3— 4 2 ... ... s 5- 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1•-®Ardaman&Associates,Inc. ` `', Mats uiwn "'" REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-46 jlA BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 30+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x ci i~L Z W Z Z w Q Z I1J - Z z _ u) SOIL DESCRIPTION REMARKS Q I- z Z 0 i- 0 . w = a o U c. � U d Cl) o y 0 a g c� , 0. SP Poorly Graded Sand-Gray to light brown fine sand. (A-3) - 1 1 2- 3— ... ... 4- 42 5- s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 IE Ardaman&Associates,Inc. . L Gaobdadc 1,FmNammnial and . MataNabConsWt nb REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-47 hA1 IFI. imi BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 33+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE &MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM i. ._ o 0 0 1- 1- 2E- 2 0 LL Z J co H W W 3 Q W — 2 Z = y SOIL DESCRIPTION REMARKS a Z 0 z ¢ Z p H I- 0- 2 Q = U d LL 00 d y o < CD a E g • ao oC Limerock base/gravel. (A-1-b) - 0oo6 map Oo C - oo 1 ooc 0 - 00c, >CQOclC 1- 2 (3,c, li o SP Poorly Graded Sand-Brown to dark brown fine sand. (A-3) 2- 3- 4- 5 s s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 Mr�Ardaman&Associates,Inc. awf chnicat,6Mka,,,,obl and • rav�a�.c«�.w�aae. REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-48 a tIA BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 36+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x 0 0 cc1- � z ~ a c, ._ 2 --I W Z Z u) Q W J 2 cn a = y SOIL DESCRIPTION REMARKS 3 2 0 2 Z 0 F D W a a O U aLL ,a0 _d a o y Es 0- - J � a SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — I 2- 3- 4— 2 5-— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 Mir in Ardaman&Associates,Inc. ':-!MaoEarld«, and REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-49 11A BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 39+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE & MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM I-- x cc 1— F z ~ o W Z W ce 2 W = y � W a J a. a ZSOIL DESCRIPTION REMARKS z oo 2 o . a. a o U c- o LL d o d y � cc Z, E g SP Poorly Graded Sand-Light gray to brown fine sand. (A-3) 1— 1 2- 3- 4— 2 5— 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 ®liArdaman&Associates,Inc. M, N c.;xr`b"'`'land REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-50 11A 1, 1 BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 42+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES; COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM /- x ' F • ccF- ,_ z1— 2 o lL z Si J cn F- W W ice a W J z 'II _ 03 SOIL DESCRIPTION REMARKS a I- 0 z CD Z o • y a ce0 aLL oU a Q Lu y � . J a SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 fii fl: 2- 3- 2 4- 5— i - 3 s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �'Ardaman&Associates,Inc. • � M d bCanu�MankbmentalaM REVIEWED BY Gary A. Drew, P E. FILE NO: 13-33-4514 BORING NO HA-51 ) 1 A BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 45+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 27-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 27-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE &MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM 0= � x z _, W z ~ Z Z 2 a LL Z J co H W W cA Q W — ? 2 -W.i = w SOIL DESCRIPTION a ~ 0 2 c7 I— o • z cc —w U O � V a OR O. d ct p y cc * — C a - -SP Poorly Graded Sand-Light gray fine sand (A-3). 1— PT Peat-Very dark brown sandy peat. (A-8) 2- - 1 93 5.9 3— - SP Poorly Graded Sand-Yellowish-brown fine sand. (A-3) 4— :: ... 5— 2 6— HOLE TERM @ 6.0' 7— PAGE 1 OF 1 ®�Ardarnan&Associates,Inc. n Mat/olds G �on.w, '��l REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-52 hA el , BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 48+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM _.._ O O ~ ~ Z 1- Q LL Z J Cl) F W ELT < F, J z z a. = N SOIL DESCRIPTION REMARKS a z ¢ ? CD Z a •a.Q Cl) 0 aLL � v ci c� a o ' ' SP Poorly Graded Sand-Brown fine sand, trace of limerock - 3.'..!:::.::a gravel. (A-3) - +'}"•f.'• 1 ' :: - W:::.y:'• — •:t:!1, t: - Y :b.. - SP Poorly Graded Sand -Light brown fine sand. (A-3) 2- 3— 4- 2 s 5- s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 L ®Ardaman&Associates,Inc. + y.` c«,.�w� ` REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-53 114 1 BORING LOCATION: 93RD AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 51+50 OFFSET: 15' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM L'S 0 0 cc 1- z ~ o LL z W Z Q Z J _ 0- 2 W ¢ y Q Z ¢ Z c -SOIL DESCRIPTION a * Z LL - 0 y v a.o Cd 0 I 0 ;'. `.i SP Poorly Graded Sand-Brown fine sand, trace of limerock - ''.7a= gravel. (A-3) - 1 yr.1::s -1 SP Poorly Graded Sand-Brown to light brown fine sand. (A-3) 2- 3- 4- 2 z 5— 6- HOLE TERM @ 6.0' 7— PAGE 1 OF 1 Mµ�Ardaman&Associates,Inc. ``. Gwlacfnked,Environmental and - r`�Matarlal.0onsallanb REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-54 rti BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 0+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • O 0 O r x L z J Z n ❑W Z — z Q 0 Q W 2 = SOIL DESCRIPTION REMARKS 1- z c7 r ❑ • Ii: y= °3o LL ° U <y < 0� a d ❑ cc C - ii C7 SP Poorly Graded Sand-Brown fine sand. (A-3) 1 — 1 2- .•• 3- 4—. - 2 5- 6- HOLE TERM @ 6.0' 7- PAGE 1 OF 1 �_'Ardaman&Associates,Inc. u_ M .�:Consultants �6 REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-55 11x , 4 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 3+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x 0 0 c. 1-- EI- 5 o LL Z Q W - F W Z Z -� co I— W W W ? 2 I y SOIL DESCRIPTION REMARKS a Z 0 Z 0 Z G . W a ° as c°, - " ° c0 °' a ° Cl) 0 0 -I a. c7 0 SP Poorly Graded Sand-Light gray to brown fine sand. (A-3) 1 — 1 2- 3- 4 s _ 2 24 0.8 5- 6— HOLE TERM @ 6.0' 7- nor PAGE 1 OF 1•L W Ardarnan&Associates,Inc. % _, v Materials an.�Maeb REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-56 _ 114 ' BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 6+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F o o cc r- F. Z �- g c u.± W V co F W W W Q W _ Z 1- 2 y SOIL DESCRIPTION REMARKS Q z z z o • w Q V aLL oo 7 V1 tr a v d Q Cl, 0 J a SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 ... 2- 3- 4- s 5— 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1•® Ardarnan&Associates,Inc.itk 4�dr.Consultants REVIEWED BY Gary A. Drew, P.E: FILE NO: 13-33-4514 BORING NO HA-57 11A 1. 1 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 9+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM � x o o ccr1_ 0 g a LL Z Q fA z -,z _, = y SOIL DESCRIPTION REMARKS Q Z 0 z cc Z o . W < ' OR V a LL ° V d Q o w D: _I , c� 0 SP Poorly Graded Sand-Gray to light gray fine sand. (A-3) 1 - 1 2— •... •... 3— 4- _ 2 5-X- s HOLE TERM @ 6.0' 7— —- PAGE 1 OF 1 ArdarnanS Associates,Inc. Goof ohnlc.l,Er k M onm.n and rM,d.,ial.c.n.ullaab REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-58 11. A , BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 12+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.5' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE &MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x ri Z wZ Zy QW - z D. 0. = y SOIL DESCRIPTION REMARKS Q Z 0 z ¢ I- c t. LL Q Q ¢ o U a U d Q J CO C7 a SP Poorly Graded Sand-Gray to light gray fine sand. (A-3) 1 - 2- 3- 4- 2 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 ®Ardaman&Associates,Inc. G.ot.ah�,Environmental.,e Materials Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-59 11A 4 4 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 15+50 OFFSET: 12'LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 26-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 26-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM 1- x o O cc1-- ,_ z1— 2 o LL Z W Z „ Q W J 2 a 2 y SOIL DESCRIPTION REMARKS a Z Ill c z o�c z o . w a o 0 a EE LL O U d Q a y m f) ° J a C7 SP Poorly Graded Sand-Light gray fine sand. (A-3) 1— 1 2- 3- 4- • 2 5C 6_ HOLE TERM @ 6.0' 7- PAGE 1 OF 1 maw In Ardaman&Associates,Inc. <i Materials Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-60 11411 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 18+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM • I- x CD CC I— VF W 2 E 0 W Z H L' OU U REMARKS a W V w F 0 ?• 2 0- 2 y SOIL DESCRIPTION Z oc Z ° Z w < ....0- OR V Cl.WLL � 0 0 < o _1 a —0 SP Poorly Graded Sand-Gray to brown fine sand. (A-3) 1 - 2- 3- 4— 2 5 s 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 IOW IllArdaman&Associates,Inc.w c. .ahnwr,rwro . +and .''. M.arlo�scon.mta�. REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO.: HA-61 11A BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 21+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM •0 0° C ~ z ~ c LL Z J H W W N Q W J CD• = y SOIL DESCRIPTION REMARKS 3 Z C z LT- ¢ I- 5 y a.W < Q = o 0 a * V d 5 N ¢ ° J o_ C7 o SP Poorly Graded Sand-Gray fine sand. (A-3) 1— 1 2- 3— 4�2 5— •... 6— HOLE TERM @6.0' 7— PAGE 1 OF 1 'Ardaman&Associates,Inc. � �KiN Cwn Environmental REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-62 11A 14 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 24+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM x O O . H H 0 1- g O Z J H W Lia y Q W J ? - 0- 0 y SOIL DESCRIPTION REMARKS Q z 0 ? z 0 • W ^2 Q = t U o. 0 d ' N 0 ° J d o SP Poorly Graded Sand-Brown to light gray fine sand. 1 1- 2_ ... 3— 4— 2 •... •... 5 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 �'Ardarnan&Associates,Inc. '' ' - 9wir7rni'l REVIEWED BY: Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-63 11A I BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 27+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM c� }- x • cc ~ zz z a LL 2 J Z E, Z F W W W H J _ = y SOIL DESCRIPTION REMARKS Q V — O Q U " U a d� _ Q cc y J a' SP Poorly Graded Sand-Brown to gray fine sand. (A-3) _ — 2- 3- 4 -2 .... .. 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 o-Ardaman&Associates,Inc. �..ednk,,. r.,n..w..a — "" _ .rwc«n.wtam. REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-64 i I, A 1 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 30+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM _— r x • o O wz ~ZZ zz 2 ° 1L Z 0 Cl) I— W W W < W J Z - w = Cl) SOIL DESCRIPTION REMARKS < Z 0 Z Z ° 1 LL ta Q 3 U a U d < C $ o. SP Poorly Graded Sand-Brown fine sand. (A-3) - 1– 1 2— ... ... 3- 4— 2 5� s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 ow-Ardaman&Associates,Inc. +M w cam.n � �� REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-65 i i A i BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 33+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM a 8 x LL Z J z * O N w z W W Q z J Z 2 V c) SOIL DESCRIPTION REMARKS < 1- 0 z C7 H r 6 z E6 ii o o 5 y 0 ct ¢ _ e O a .. CO.) d a U) SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 ... 2— 4— 2 7 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 am In Andaman&Associates,Inc. :AMC wwilc«+. .1,1.1=e REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-66 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 36+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM c� ~ o 0 = ~ 1- z ~ g o LL Z J F ILI W W y Q W — Z _ 0_ U V SOIL DESCRIPTION Q z 0 z ° z ° • a a a m 0 a LL O U d y LA, a o o J 5 o SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3- 2 PT Peat-Very dark brown sandy peat. (A-8) 224 34 4- SP Poorly Graded Sand-Brown fine sand. (A-3) 5- _ 3 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 _'Andaman&Associates,Inc. N G.d.ChnIO .6uk.nmenia,and — -•v . MaLAa,sConsultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-67 11A BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 39+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.5' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM O O N U 1_ w LL Z F W W Z W J 2 = y SOIL DESCRIPTION REMARKS < U 2 O I- ▪ E O Wau OO O can Li) Q V O CA 0 O 1 SP Poorly Graded Sand-Brown fine sand. (A-3) — 2 PT Peat-Very dark brown sandy peat. (A-8) 70 14 2— • SP Poorly Graded Sand-Brown fine sand. (A-3) 3- 4— 3 5— 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 11111WillArdaman&Associates,Inc. a �'"''""M a. REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-68 hA BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 42+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 4.5' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM r x O o z ►- t- z ~ E o LL Z J W W W J i a = co 1.- SOIL DESCRIPTION H W Q ? REMARKS < z ¢ •d Z z F o. LL 0 0 5 y ■ ■ 0 SP Poorly Graded Sand-Dark gray to brown fine sand. (A-3) 1— 1 2- 3- 4— 2 i 5— s HOLE TERM @ 6.0' 7— PAGE 1 OF 1 now In Ardarnan&Associates,Inc. a ,, Wobdnica,6,Yonnwnlal and }`' a' -'' Mabriab Consultants REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-69 114 ' ' BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES STATION: 45+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0" TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM r x U � wLt Z O H W W W Q W J Z 0- V v SOIL DESCRIPTION REMARKS a Z Z ca Z • ~ d � U aLL � U d < Q cc ii co SP Poorly Graded Sand-Brown to light brown fine sand. (A-3) 1 — 1 2- 3- 4- 4 5-3K 6 HOLE TERM @ 6.0' 7- PAGE 1 OF 1 111W'Ardaman&Associates,Inc. xy GsabehnM�,Environ„MW and ',.r. " S Mabdabccnsultanb REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-70 11A14 BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 48+50 OFFSET: 12' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 4.0' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL ■%A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM r F- p p w Z z Z Z 2 G cn 11 Z J i- W yj W Q W - ? w a Q n REMARKS o O a u O O c g• 2 a. = y SOIL DESCRIPTION 3 Z o — oc Z a y ° J a SP Poorly Graded Sand-Brown fine sand. 1 — 1 2- 3— 411 5- 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 _9M Ardaman&Associates,Inc. M:er+wc�«uue REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-71 114 f BORING LOCATION: 94TH AVENUE NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES STATION: 51+50 OFFSET: 20' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 21-MAR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.5' TIME: DATE: 21-MAR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM _ x 0 0 oci- r z ~ 2 0 LL Z -1 y F6 W W aFZW- J 2 ± 1 2 y SOIL DESCRIPTION REMARKS a Z z Z D •F 0.1- et w Q oo0 O. � c. d < 0 w g J a . 0 ::'�" SP Poorly Graded Sand-Brown fine sand,trace of limerock - gravel. (A-3) - tiw,:i ... ` .1i 1 .1 v:.:!...:: •C: i.1.. - '.z k.,. :f•.• _ 2 SP Poorly Graded Sand-Brown fine sand. (A-3) 3— ••• ••• 5— s s HOLE TERM @ 6.0' 7- PAGE 1 OF 1 t.S'Ardaman&Associates,Inc. cw � REVIEWED BY Gary A. Drew, P.E. FILE NO: 13-33-4514 BORING NO HA-72 A BORING LOCATION: 7TH STREET NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES (BETWEEN 91ST&92ND) STATION: 1+50 OFFSET: 15' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 09-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): NE TIME: DATE: 09-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE&MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F x LL Z J Q W J Z M X SOIL DESCRIPTION REMARKS a I V z ~ o • a Z LIE gZ 5 N W 4 a U a O U d_ Q O 4 CC * J Ja O SP Poorly Graded Sand-Gray to brown fine sand. (A-3) 1 — • 2- 3- 4- 2 5- s HOLE TERM @ 6.0' 7- PAGE 1 OF soirmArdaman&Associates,Inc. z. nY M t sc ane REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-73 hA + BORING LOCATION: 7TH STREET NORTH CLIENT: COLLIER CO. GOV. - PUBLIC UTILITIES (BETWEEN 92ND&93RD) STATION: 2+00 OFFSET: 15' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 09-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH (ft): 5.0' TIME: DATE: 09-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM O O W Z ~ Z Z 2 o L.L. Z J N H W W W Q W J ? a. SOIL DESCRIPTION REMARKS Q Z 0 Z (i9 1- o • d W 0 5 y E Q a° a cy cc p y ° a. o SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3- 4— 5 v 2 6 HOLE TERM @ 6.0' 7— PAGE 1 OF 1 �Ardaman&Associates,Inc. — x. M Environmental'"'v,, , REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-74 11A BORING LOCATION: 7TH STREET NORTH CLIENT: COLLIER CO. GOV. -PUBLIC UTILITIES (BETWEEN 93RD&94TH) STATION: 5+00 OFFSET: 15' LEFT PROJECT: NAPLES PARK WATER MAIN DATE DRILLED: 09-APR-13 START: FINISH: GROUND SURFACE ELEVATION: LOCATION: NAPLES, COLLIER COUNTY, FL WATER TABLE DEPTH(ft): 5.0' TIME: DATE: 09-APR-13 DRILL CREW: WOOTEN LOGGED BY: G. DREW DRILL MAKE& MODEL: N/A BIT: N/A DRILLING RODS: N/A DRILLING METHOD: HAND-HELD BUCKET AUGER WEATHER CONDITIONS: PARTLY CLOUDY/WARM F x 0 0 . 1-- r z 1-- s c I~L 2 La 2 J y F W W w Q W ..J Z x = N SOIL DESCRIPTION REMARKS a Z cc — et Z ❑ •r- W cz a 0o O_ ° c°) a s o y 0 ° J a SP Poorly Graded Sand-Brown fine sand. (A-3) 1— 1 2- 3— . .. 4— 5 2 6— HOLE TERM @ 6.0' 7— PAGE 1 OF 1 Eigr�Ardarnan S Associates,Inc. — M �cCo l( .Mr s REVIEWED BY Gary A. Drew, P.E. FILE NO 13-33-4514 BORING NO HA-75 11A APPENDIX 2 GRAIN-SIZE DISTRIBUTION SHEETS owls Ardaman&Associates,Inc. 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V m N 1H0f3MA9H3NId.1N3O1.13d d q I--x s ax' 11A APPENDIX 3 SOIL BORING,SAMPLING AND TESTING METHODS PROJECT SOIL DESCRIPTION PROCEDURE- UNIFIED&AASHTO IOW 111 Ardaman&Associates,Inc. - _ 11 A ' .4 SOIL BORING, SAMPLING AND TESTING METHODS • STANDARD PENETRATION TEST The Standard Penetration Test(SPT) is a widely accepted method of in situ testing of foundation soils (ASTM D-1586). A 2-foot (0.6 ml long, 2-inch (50 mm) O.D. split-barrel sampler attached to the end of a string of drilling rods is driven 18 inches (0.45 m) into the ground by successive blows of a 140-pound (63.5 Kg) hammer freely dropping 30 inches (0.75 ml. The number of blows needed for each 6 inches (0.15 m) of penetration is recorded. The sum of the blows required for penetration of the second and third 6-inch(0.15 m)increments penetration constitutes the test result or N-value. After the test, the sampler is extracted from the ground and opened to allow visual description of the retained soil sample. The N-value has been empirically correlated with various soil properties allowing a conservative estimate of the behavior of soils under load. The following tables relate N-values to a qualitative description of soil density and for cohesive soils, an approximate unconfined compressive strength (0u): Cohesionless Soils: N-Value Des notion 0 to 4 Very loose 4 to 10 Loose 10 to 30 Medium dense 30 to 50 Dense Above 50 Very dense Cohesive Soils: N-Value Description 0 to 2 Very soft Below 0.25 tsf (25 kPa) 2 to 4 Soft 0.25 to 0.50 tsf (25 to 50 kPa) 4 to 8 Medium stiff 0.50 to 1.0 tsf (:50 to 100 kPa) 8 to 15 Stiff 1.0 to 2.0 tsf (100 to 200 kPa) 15 to 30 Very stiff 2.0 to 4.0 tsf(200 to 400 kPa) Above 30 Hard Above 4.0 tsf (400 kPa) The tests are usuallyy performed at 5-foot(1.5 m)intervals. However,more frequent or continuous testing is done by our firm through depths where a more accurate definition of the soils is required. The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in suspension. The circulating fluid, which is bentonitic drilling mud,is also used to keep the hole open below the water table by maintaining an excess hydrostatic pressure inside the hole. In some soil deposits, particularly highly perilous ones, flush-coupled casing must be driven to just above the testing depth to keep the hole open and/or prevent the loss of circulating fluid. After completion of a test boring, the hole is kept open until a steady state groundwater level is recorded. The hole is then sealed by backfilling with neat cement. Representative split-spoon samples from each sampling interval and from different strata are brought to our laboratory in air-tight jars for classification and testing, if necessary. Afterwards, the samples are discarded unless prior arrangements have been made. POWER AUGER BORINGS Auger borings are used when a.relatively large, continuous sampling of soil strata close to the ground surface is desired. A 4-inch (100 mm) diameter, continuous flight, helical auger with a cutting head at its end is screwed into the ground in 5-foot(1.5 ml sections. it is powered by the 11A rotary drill rig. The sample is recovered by withdrawing the auger out of the ground without rotating it. The sod sample so obtained, Is described and representative samples put in bags or jars and returned to the laboratory for classification and testing, if necessary. HAND AUGER.BORINGS Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be determined within a shallow (approximately 5-foot[1.5 m)) depth or when access is not available to power drilling equipment. A 3-inch (75 mm) diameter hand bucket auger with a cutting head is 'simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately 6-inch(0.15 m)intervals and its contents emptied for inspection. Sometimes post- hole diggers are used, especially in the upper 3 feet (1 m) or so. The soil sample obtained is described and representative samples put in bags or jars and transported to the laboratory for classification and testing, if necessary. UNDISTURBED SAMPLING Undisturbed sampling implies the recovery of soil samples in a state as close to their natural condition as possible. Complete preservation of in situ conditions cannot be realized; however, with careful handling and proper sampling techniques, disturbance during sampling can be minimized for most geotechnical engineering purposes. Testing of undisturbed samples gives a more accurate estimate of in situ behavior than is possible with disturbed samples. Normally, we obtain undisturbed samples by pushing a 2.875-inch (73 mm) I.D„ thin wall seamless steel tube 24 inches (0.6 ml into the soil with a single stroke of a hydraulic ram. The sampler, which Is a Shelby tube, is 30 (0.8 m) inches long. After the sampler is retrieved, the ends are sealed in the field and it is transported to our laboratory for visual description and testing, as needed. Undisturbed sampling is noted on the boring logs as thus "U- . LABORATORY TEST METHODS Soil samples returned to our laboratory are looked at again by a geotechnical engineer or geotechnician to obtain more accurate descriptions of the soil strata. Laboratory testing is performed on selected samples as deemed necessary to aid in soil classificatiion and to help define engineering properties of the soils. The test results are presented on the soil boring logs at the depths at which the respective sample was recovered, except that grain size distributions or selected other test results may be presented on separate tables,figures or plates as discussed in this report. The soil descriptions shown on the logs are based upon visual-manual procedures in accordance with local practice. Soil classification is in general accordance with the Unified Soil Classification System (ASTM 0-2487) and is also based on visual-manual procedures. Following is a list of abbreviations that may appear in the Remarks column on the boring logs indicating additional laboratory testing was performed. 00 - Dry Density of Undisturbed Sample k - Hydraulic Conductivity (Coefficient of Permeability) Cu - Unconfined Compression Strength, ASTM D-2166 (soil), 0-2938 (rock) Consol - One-Dimensional Consolidation test performed on subsea ple from undisturbed sample; ASTM D-2425 (report usually presented in Appendix) t J THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHWEST FLORIDA"' For use with the ASTM D 24137 Unified Soil Classification System CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES ORGANIC SOILS (Continued): Organic Descriptive Content Adjectives Classification 5 = 30% organic SM with organic fines Organic Silt (OL) Organic Clay (OL) Organic Silt (OH) Organic Clay (OH) HIGHLY ORGANIC SOILS AND MATTER Description 30-75% sandy peat Peat{PT) silty peat Peat'(PT) >75% amorphous peat Peat (PT) fibrous peat Peat (PT) STRATIFICATION AND STRUCTURE Descriptive Term Thickness. with interbedded seam less than 1/2-inch (13 mm) thick layer 112 to 12-inches (13 to 300 mm) thick stratum -- more than 12-inches (300 mm) thick pocket small, erratic deposit, usually less than 1-foot lens . lenticular deposits occasional -- one or less per foot of thickness frequent more than one per foot of thickness calcareous containing calcium carbonate(reaction to diluted HCL) hardpan -- spodic horizon usually medium dense marl -- mixture of carbonate clays, silts, shells and sands. ROCK CLASSIFICATION (FLORIDA) CHART Symbol Typical Description LS Hard Bedded Limestone or Caprock WLS Fractured or Weathered Limestone LR Limerock (gravel; sand, silt and clay mixture) SLS Stratified Limestone and Soils (1) This soil description procedure was developed specifically for projects in southwest Florida because it is believed that the terminology will be better understood as a result of local practice. it is not intended to supplant other visual-manual classification procedures for description and identification of soils such as ASTM O 2488. SY: G.A. DREW, P.E. (1995) 11A THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHWEST FLORIDAm For use with the AST II D 24$7 Unified Soil Classification Systern_ CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES BOULDERS (>12°1300 mm)) and COBBLES(3" 175. mrn1 TO 12" 1300 mm)):, GRAVEL: Coarse Gravel: 314" (19 rrrm) to 3" (75 mm) Fine Gravel: No. 4 (4.75 mm) Sieve to 3/4" (19 mm) Descriptive adjectives: 0 - 5% -- no mention of gravel in description 5 - 15% — trace IJJ - a% -- some 30 -49% -- gravelly{shell, lirnerock, cemented sands) SANDS COARSE SAND: No. 10 (2 mm) Sieve to No. 4 (4.75 mm) Sieve MEDIUM SAND: No. 40 4425 pm)-Sieve to No. 10 (2 mm) Sieve FINE SAND: No. 200 (75 pm) Sieve to No. 40 (425 pm) Sieve Descriptive adjectives: 0 - 5% -- no mention of sand in description 5 - 150 -- trace 15 -29% — some 30 -49% -- sandy SILT/CLAY: < #200 (75 pm) sieve SILTY OR SILT: PI < 4 SILTY CLAYEY OR SILTY CLAY: 4 s PI 7 CLAYEY OR CLAY: Pt > 7 Descriptive adjectives/adverbs: < - 5% — clean (no mention of silt or clay in description). 5 -12% -- slightly to 1S% 16 35% -- clayey, silty, or silty clayey 36 - 49% -- very ORGANIC SOILS Organic Descriptive Content Adjectives Classification 0 - 2.5% usually no mention of See.Above organics in description 2.6 -5% slightly organic add "with organic fines" to group name TABLE 1 Soil Classification Chart Sod Class roatron' Criteria for Assigning Group Syriibots and Group Names using Laboratory Tests" Group Group Name." Symbol COARSE-GRAINED SOILS Gravels Clean Gravels Cu i 4 and 1 Y C¢s 3E GW Well-graded gravotr More than 50%retained on No More than 50%d coarse LOSS than 5%fatt-s0 Cu<.4 snap.t>Cc>3E GP Poorly graded gravelr. 200 sieve fraction retained on 14o.4 sieve Gravels with Fines Fires classify as mt.or"$ GM Silty gorreie•o"• More than 12%tinesc Finis dasslty aS CL or CH GC Clayey gravetf°" Sands Clean Sands Cu 2 6.and 1 e Cc 5 35 SW Wer raded sands 50%or more of coarse Less dish 5%rifles° . Cu<6 and/or 1>Cc>3E SP Poorly graded sand' fraction passes No,A sieve Sands with Fines Fries classify as ML or MH SM Silty sando•ft. More than 12%fines° Fines classify as CL or CH SC Clayey sancP w ME-GRAINED SOILS Bats and Crays inorganic Pt>7 and plots on or above'A'Ines Ct. Lein day'c'-' 50%or more passes the NO. Liquid Gaut less than 50 200 sieve f'!<4 or plots below'A'fated ML Seta " - Indic liquid omit oven dried<0.75 t5L dsy"u aErr Liquid Inrt not oiled Organic 5 <r-„+°. sat and Clays inorganic PI plots on or above'A'One CH Fat day'ra-"e Liquid emit 50 or more Pt plots below'A`rine MH Bostic slit'u-`r nark Liquid Emit—oven dried<0.75 OH Organic da r..v r Liquid fin it—:sot dried sittcuro HIGHLY ORGANIC SOILS F'rinsaray organic matter,dark in color.and organic odor PT Peat • 4 Based on the material passing the 3-in.(75-mm) rr V soil contains t 30% plus No. 200, pre sieve. ` Cu"dedti,a "D x-i do ninanety gravel,add'gravely to group name. I if field sample conta;ned cobbles or boulders.or off sett contains z 15%sand,add-with•sand'to "Pi.2 4 and plots on or above.A.Inc. both. add 'with cobbles or boulders, or both' to group °Pt<4 or plots below•A.ins- group °If tines classify as CL-ML,use dual symbol GC- "N plots on or above'A'Ing- e Greek with 5 to 12% fines require dual GM.or SCSM. o,PI plots below'A•lilie. oYmbolo: ,r if Ines are organic,add'with organic tines'to GW—GM wen-graded gravel wilt silt , OW-GO wig-graded gravel with day if soli contains z 15%gravel.,add'with graver GP-GM poorly graded gravel with sit to group name. GP-GC poorly graded gravel with day -H Atterberg fitnits plot in hatched area.sail Is a °Sands with 3 to 12% tines require dual CL-.f.ML.stty day. symbds: .'r If tot contorts 15 to 29% pars No.200, add SW-SM ws4yrad q,sand watt sit "with sand' or 'with gravel,' whidtev::t is pre- SW-SC weS graded salad with day tom, • SP-SM poorly graded sand with sit 4 If soli oohtains .2 30%-plus No. 200, pro- SP-SC poorly gractod sand witti clay dominantly sattd,ardd.may to group name. ors �� for ctassifIGOiaa of fins loo4 sons Goa f rat-incised hetiie a of tome es+e� H SO sa_ts. Noe flea Pa of r Pr-hoe 4 A 4 itarilontat sr Pr-4 tall 255 u ilea PI.0.73(LL-201 z COO 44 MAJ.-14.e -- Vert icaI.0.9 Ib Is PLAT �� th[aPL+ti.9iLL-$) 1._ .._ 30 CI o 4114 11 -J MH *A OH 111111111 a. to a...n:�Ii 0 I0 I4-20 30 40 30 so 70 an so i00 SIG L1OLliO LIMIT(LGU i1A SOIL BORING, SAMPLING AND TESTING METHODS • STANDARD PENETRATION TEST The Standard Penetration Test(SPT) is a widely accepted method of in situ testing of foundation soils (ASTM D-1586). A 2-foot (0.6 m)long, 2-inch (50 mm) 0.D. split-barrel sampler attached to the end of a string of drilling rods is driven 18 inches (0.45 m) into the ground by successive blows of a 140-pound (63.5 Kg) hammer freely dropping 30 inches (0.76 m). The number of blows needed for each 6 Inches (0.15 rn) of penetration is recorded. The sum of the blows required for penetration of the second and third 6-inch(0.15 m)increments penetration constitutes the test result or N-value. After the test, the sampler is extracted from the ground and opened to allow visual description of the retained soil sample. The N-value has been empirically correlated with various soil properties allowing a conservative estimate of the behavior of soils under load. The following tables relate N-values to a qualitative description of soil density and, for cohesive soils, an approximate unconfined compressive strength (Qu): Cohesionless Soils: N-Value Description 0 to 4 Very loose 4 to 10 Loose 10 to 30 Medium dense 30 to 50 Dense Above 50 Very dense Cohesive Soils: N-Value Description, 4 0 to 2 Very soft Below 0.25 tsf (25 kPa) 2 to 4 Soft 0.25 to 0.50 tsf (25 to 50 kPa) 4 to 8 Medium stiff 0.50 to 1.0 tsf (50 to 100 kPa) 8 to 15 Stiff 1.0 to 2.0 tsf (100 to 200 kPa) 15 to 30 Very stiff 2.0 to 4.0 tsf (200 to 400 kPa) Above 30 Hard Above 4.0 tsf (400 kPa) The tests are usually performed at 5-foot(1.5 m)intervals. However, more frequent or continuous testing is done by our firm through depths where a more accurate definition of the soils is required. The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in suspension. The circulating fluid, which is bentonitic drilling mud, is also used to keep the hole open below the water table by maintaining an excess hydrostatic pressure inside the hole. In some soil deposits, particularly highly pervious ones, flush-coupled casing must be driven to just above the testing depth to keep the hole open and/or prevent the loss of circulating fluid. After completion of a test boring, the hole is kept open until a steady state groundwater level is recorded. The hole is then sealed by backfilling with neat cement. Representative split-spoon samples from each sampling interval and from different strata are brought to our laboratory in air-tight jars for classification and testing, if necessary. Afterwards, the samples are discarded unless prior arrangements have been made. POWER AUGER BORINGS Auger borings are used when a relatively large, continuous sampling of soil strata close to the ground surface is desired. A 4-inch (100 mm) diameter, continuous flight, helical auger with a cutting head at its end is screwed into the ground in 5-foot(1.5 m) sections. It is powered by the rotary drill rig. The sample is recovered by withdrawing the auger out of the ground without I 4 . A rotating it. The soil sample so obtained, is described and representative samples put in bags or jars and returned to the laboratory for classification and testing, if necessary. HAND AUGER BORINGS Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be determined within a shallow(approximately 5-foot El.5 ml)depth or when access is not available to power drilling equipment. A 3-inch (75 mm)diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately 6-inch(0.15 m)intervals and its contents emptied for inspection. Sometimes post- hole diggers are used, especially in the upper 3 feet (1 m) or so. The soil sample obtained is described and representative samples put in bags or jars and transported to the laboratory for classification and testing, if necessary. UNDISTURBED SAMPLING Undisturbed sampling implies the recovery of soil samples in a state as close to their natural condition as possible. Complete preservation of in situ conditions cannot be realized; however, with careful handling and proper sampling techniques, disturbance during sampling can be minimized for most geotechnical engineering purposes. Testing of undisturbed samples gives a more accurate estimate of in situ behavior than is possible with disturbed samples. Normally, we obtain undisturbed samples by pushing a 2.875-inch (73 mm) I.D., thin wall seamless steel tube 24 inches (0.6 m) into the soil with a single stroke of a hydraulic ram. The sampler, which is a Shelby tube, is 30 inches (0.8 m) long. After the sampler is retrieved, the ends are sealed in the field and it is transported to our laboratory for visual description and testing, as needed. Undisturbed sampling is noted on the boring logs as thus `U-s. LABORATORY TEST METHODS Soil samples returned to our laboratory are looked at again by a geotechnical engineer or geotechnician to obtain more accurate descriptions of the soil strata. Laboratory testing is performed on selected samples as deemed necessary to aid in soil classification and to help define engineering properties of the soils. The test results are presented on the soil boring logs at the depths at which the respective sample was recovered, except that grain size distributions or selected other test results may be presented on separate tables, figures or plates as discussed in this report. The soil descriptions shown on the logs are based upon visual-manual procedures in accordance with local practice. Soil classification is in general accordance with AASHTO M-145 or ASTM D-3282: The Classification of Soils and Soil Aggregate Mixtures for Highway Construction Purposes and is also based on visual-manual procedures. Following is a list of abbreviations that may appear in the Remarks column on the boring logs indicating that additional testing was performed. DO - Dry Density of Undisturbed Sample k - Hydraulic Conductivity (Coefficient of Permeability) Q.0 - Unconfined Compression Strength; ASTM D-2166 (soil), D-2938 (rock) Canso( - One-Dimensional Consolidation test performed on subsample from undisturbed sample; ASTM D-2425 (report usually presented in Appendix) LBR - Limerock Bearing Ratio (FM 5-515) I 1 A THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHWEST FLORIDA "' For use with the AASHTO M-145 or ASTM D 3282 soil classification system only CLASSIFICATION OF SOILS AND SOIL-AGGREGATE MIXTURES FOR HIGHWAY CONSTRUCTION PURPOSES BROKEN ROCK/BOULDERS: >3" (75 mm) GRAVEL: 3" (75 mm) to #1.0 (2 mm) sieve Descriptive adjectives: 0- 5% -- no mention of gravel in description 5 - 15% -- trace 15 - 29% -- some 30 -49% -- gravelly (shell, limerock, cemented sands) SANDS COARSE SAND: #10 (2 mm) to #40 (425 pm) FINE SAND: #40 (425 pm) TO #200 (75 pm) Descriptive adjectives: 0 -5% -- no mention of sand in description 5 - 15% trace 15 - 29% -- some 30 - 49% -- sandy SILT/CLAY: < #200 (75 um) sieve SILTY OR SILT: PI < 4 SILTY CLAYEY OR SILTY CLAY: 4 5 PI s 10 CLAYEY OR CLAY: PI > 10 Descriptive adjectives: < 5% -- clean (no mention of silt or clay in description) 5 - 15% -- slightly 16 - 35% -- clayey, silty, or silty clayey 36 - 49% -- very ORGANIC SOILS (MUCK) and HIGHLY ORGANIC SOILS AND MATTER (PEAT). Organic Descriptive Content Adjectives Classification o - 2.5% usually no mention of See Above organics in description 2.6- 5% slightly organic add • to symbol 5-30% organic sand or silt A-8 5-30%. clayey organic silt A-8 30-75% sandy peat 4-8 30-75% silty peat A-8 >75% amorphous peat A-8 >75% fibrous peat A-8 114 THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHWEST FLORIDA t" For use with.the AASHTO M-145 or ASTM D 3282 soil .classifica ion_system only CLASSIFICATION OF SOILS AND SOIL-AGGREGATE MIXTURES FOR HIGHWAY CONSTRUCTION PURPOSES t. .. mem 2 awxtdaon or tats and.SollAggeegato StueA si l Great clasd�aataa c t paced 2001 • ( tau IS i sassIv w.t Al . 0,2 �? • A.< .44 S atd A.44. Gv/P eliaelfCiCq Ma -*40 Mil M2. A-24• is-2-7 . . . . . . A.74 Sew antY `s 0e • Ho.10(2.00 mg Sdawc ... ,.. ... ._. ... SWARMS WS .32.0$1c ;formic su`i tro.?m its w0 %oac IS sac 10 stet assist same 'mat is,sm.c ;Wain 'Winks 3S ania 36 mn CearaiSadores ollseeat pepiv tJye4 ink tl nor <{mil <O+avc 45 mil varc At mn al MIX tt min Pteatelty index f eve Kt. 10 ns'1 10 aux ti din 11 oils 10 mis 10 mat II w:n 1 t RIM (Aug Ave*'orit*cantakisd- Itie fagerec. -Ala -` erei.orpli Gra..led SarKt Say Sots WriYSots west onsiabile trastaetfaef SOW Gam*Mhz Ismer E a:4a*W.,Good Far is Poo _ APhtdWyftlaterA44aftseiss wet la Kiss SunU.d al&tiitdtIWu-44A.T.4i bproup l sue LL.i m30l+etPq ti. RgwYnddbxA imnatteoa dRroNb�AmAtaedfaoe iitairevmd fir uedtiu Ordsk. vo 11111111111111111111111111111111111111111111111011 68 i�ii.11�11i11i11�ii■�i12■ ®RiIIi•iII1111I111II®I,IR 11111111111111111111111111111.11111111 11111111111 S) iiiiii®iiiaiai NI 0 1111111111111111111111111•1111 ,41111111111111 "■iii,iiii111i■ iti.1iis® ii1111iii1161ii11111111I 30 1iiilii■ IR111■I1R111 I 20 111111111111:111111111111.01111111111111111111•111 1111111111111111115M11111i1111111111111 i 11111111111111111111 M1111111111111111111111 0 11111111111i1111111111111111111111101111111111 0 10 20 30 40 50 SO 70 80 90 100 LIQUID LIMIT NcK 142 sots Ooaann less duce 35 i kee inn 20d 14ne. Fla. 1 1.iceid unlit and Ptistiefy index Ranges toe 50t-Clay Mattnats (1)ThiS soil description procedure was developed specifically for projects in southwest Florida where the AASHTO soil classification is used because it is believed that the terminology will be better understood as a result of local practice. It is not intended to supplant other visual-manual classification procedures for description and identification of soils such as ASTM 0 2488. 1 ,1 A COLLIER COUNTY ASBESTOS REMOVAL AND DISPOSAL REQUIREMENTS NOTE: These documents are a work product of Collier County and NOT of Q. Grady Minor & Associates, P.A. The Engineer has not been involved in the development of these requirements and shall not be involved in the review or enforcement of these requirements during construction. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A RISK MANAGEMENT DEPARTMENT Coder County ASBESTOS REMOVAL PLAN SUBJECT: ASBESTOS REMOVAL&CONTRACTOR OPERATIONS REFERENCE:CMA 5902&ALL APPLICABLE JSA's EFFECTIVE DATE: 10/27/10 REVISION DATE: N/A Purpose This Asbestos Removal and contractor operations Written Plan establishes Collier County's requirements for the safe work practices whenever asbestos containing material and/or suspected asbestos containing material is disturbed.This may include the demolition of buildings, insulation materials,underground piping,etc.This written program applies to all asbestos removal operations performed within Collier County Government where employees may encounter asbestos or suspected asbestos containing material as part of their job duties.This plan also outlines the minimum requirements our contractors must follow when encountering asbestos or suspected asbestos containing material during demolition,insulation removal and/or underground piping repair,replacement or removal. Scope The control of asbestos removal via written programs and task procedures,such as JSA's are only one component of assuring"cradle to grave"control over the safe and environmentally responsible removal of asbestos. Therefore,affected departments have the responsibility in conjunction with Risk Management to ensure the work they perform as well as the work performed by contractors is completed according to all applicable OSHA, EPA, FDEP and/or DOT regulations.This plan is intended for Collier County buildings and utilities under control of the board of County Commissioners and is not designated for asbestos identification and/or removal activities within public schools operations that are regulated under 40 CFR part 763 Subpart E. Administrative Duties/Responsibilities Collier County's Risk Management Department has developed this written plan and maintains the master copy of this asbestos removal plan.This department is responsible for all facets of the master plan and has full authority to make necessary decisions to ensure the success of this plan. Collier County's Safety staff is also qualified,by appropriate training and experience that is commensurate with the complexity of the plan,to administer or oversee our asbestos removal written plan. Department/Site-Specific Plans The master plan does not contain all site-specific additions to this master plan.Development,maintenance and revision of site-specific plans are the responsibility of each affected department and will vary by department. Site-specific Plans shall be developed using a"Department Insert"to accompany the master copy of this plan. Records Retention • Each facility/department is responsible to maintain copies of all forms indefinitely.Where revisions are made to their site-specific plan,the outdated document shall be retained indefinitely. • Each facility/department is responsible to maintain copies of all employee training lists,waste disposal manifests and any inspection forms indefinitely. This written Asbestos Removal Written Plan is kept at the following location(s): 1 11A • The Risk Management Department maintains a copy of the master plan and copies of completed and submitted site-specific plans • Each affected department is responsible for maintaining the master plan and a site-specific plan. Table of Contents Section I Definitions Page 3 Section II Applicable Regulatory Requirements Page 4 Section III Inventory Surveillance and Notification Page 4 Section IV Training Requirements Page 5 Section V Use of Personal Protective Equipment Page 5 Section VI Medical Surveillance Page 6 Section VII FDEP Notification Requirements Page 6 Section VIII Removal and Handling Requirements Page 7 Section IX Contractor Requirements Page 8 Section X Disposal Requirements Page 9 Section XI Prohibited Practices Page 9 Note: All Attached forms are Examples only—Obtain Originals from Risk Mgt Appendix A Asbestos Inventory Page 10 Appendix B Non Hazardous Waste Manifest Page 11 Appendix C FDEP Notification Form Page 12 Appendix D Department Specific/Site Specific Program Insert Page 14 Appendix E Medical Questionnaire Page 15 Appendix F Project Initialization Checklist Page 16 Appendix G Construction/Removal Checklist Page 17 Appendix H Disposal Checklist Page 18 Appendix I Document Control Checklist Page 19 Appendix J(a) WMI Waste Profile Form -Friable Page 20 Appendix J(b) WMI Waste Profile Form -Non-Friable Page 21 2 114 Section 1 Definitions Asbestos:includes chrysotile,amosite,crocidolite,tremolite asbestos,anthophyllite asbestos,actinolite asbestos,and any of these minerals that has been chemically treated or altered. Asbestos-Containing Material(ACM):any material containing more than one percent asbestos. Class I Asbestos Work:the removal of thermal system insulation and/or surfacing material(ACM or PACM). Class H Asbestos Work:removal of any ACM which is not Class I,such as wallboard,floor tile,ceiling tile,linoleum, " transite board,roofing materials and mastics. Class Ill Asbestos Work:repair and maintenance operations where ACM is likely to be disturbed. Class IV Asbestos Work:maintenance and custodial activities during which employees contact but do not disturb ACM, and activities to clean up dust and debris which may be generated by Class I,II,or Ill work. Clearance Air Monitoring:Air monitoring conducted by an Asbestos Project Monitor at the conclusion of an asbestos project.Clearance air monitoring includes the successful completion of a final visual inspection for work area debris and the collection and analysis of air samples in accordance with AHERA protocols. Competent person means,in addition to the definition in 29 CFR 1926.32(f),one who is capable of identifying existing asbestos hazards in the workplace and selecting the appropriate control strategy for asbestos exposure,who has the authority to take prompt corrective measures to eliminate them,as specified in 29 CFR 1926.32(f):in addition,for Class I and Class II work who is specially trained in a training course which meets the criteria of EPA's Model Accreditation Plan (40 CFR 763)for supervisor,or its equivalent and,for Class Ill and Class IV work,who is trained in a manner consistent with EPA requirements for training of local education agency maintenance and custodial staff as set forth at 40 CFR 763.92(a)(2). Demolition-The wrecking or taking out of any load-supporting structural member of a facility together with any related handling operations or the intentional burning(i.e.practice burns)of any facility. DOT—U.S.and/or Florida Department of Transportation EPA—U.S Environmental Protection Agency FDEP—Florida Department of Environmental Protection Friable Asbestos Containing Material:any material containing more than one percent asbestos,which when dry,may be crumbled,pulverized or reduced to powder by hand pressure. High Efficiency Particulate Air(HEPA)Filter a filter capable of trapping and retaining at least 99.97 percent of all mono-dispersed particles of 0.3 micrometers in diameter. Negative Exposure Assessment(NEA):a demonstration by the employer,which complies with the criteria in OSHA 29 (CFR)1926.1101 paragraph(f)(2)(iii),that the employee exposure during the monitored operation is expected to be consistently below the PELs. Non-Friable Asbestos Containing Material:materials in which asbestos is bound in a matrix which cannot,when dry, be crumbled,pulverized or reduced to powder by hand pressure(such as floor tile and asphaltic building materials). NESHAP—EPA mandated National Emissions Standards for Hazardous Air Pollutants OSHA—U.S.Occupational Health and Safety Administration Permissible Exposure Limits(PELs):(1)Time Weighted Average(TWA):the employer shall ensure that no employee is exposed to an airborne concentration of asbestos in excess of 0.1 fiber per cubic centimeter as an eight(8)hour time weighted average.(2)Excursion Limit(EL):the employer shall ensure that no employee is exposed to an airborne 3 114 concentration of asbestos in excess of 1.0 fiber per cubic centimeter of air as averaged over a sampling period of thirty (30)minutes. Presumed Asbestos Containing Material(PACM):thermal system insulation and surfacing material in buildings constructed no later than 1980,are assumed to contain asbestos until it has been analyzed to verify or negate its asbestos content. Regulated Asbestos Containing Material:(RACM)is(a)friable asbestos material,(b)Category I non-friable ACM that has become friable,(c)Category I non-friable ACM that will be or has been subjected to sanding,grinding,cutting or abrading,or(d)Category II non-friable ACM that has a high probability of becoming or has become crumbled,pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. Regulated Area:means an area established by the employer to distinguish areas where airborne concentrations of asbestos exceed or there is a reasonable possibility that they may exceed the permissible exposure limits. Renovation-Altering a facility or one or more facility components in any way,including the stripping or removal of Regulated Asbestos Containing Materials(RACM)from a facility component.A renovation could be,but not limited to,any interior renovation or remodel not affecting load-supporting structural members or a roof replacement. Vinyl Asbestos Floor Tile(VAT):vinyl floor tile and in some cases its mastic which contain more than one percent asbestos and must be handled as ACM. Section II—Applicable Regulatory Requirements OSHA—29 CFR 1910.1001-Worker protection measures-engineering controls,worker training,labeling,respiratory protection,bagging of waste,permissible exposure level. OSHA—29 CFR 1926.1101-Worker protection measures for all construction work involving asbestos,including demolition and renovation-work practices,worker training,bagging of waste,permissible exposure level. DOT—49 CFR Parts 171 and 172-Regulates the transportation of asbestos-containing waste material.Requires waste containment and shipping papers. EPA—40 CFR Part 61 Subpart M—Regulates disposal activities in regards to emissions standards for manufacturing and removal of asbestos. EPA—40 CFR Part 763 Subpart G-Protects public employees performing asbestos abatement work in States not covered by OSHA asbestos standard. EPA—40 CFR Part 763 Subpart E—Sets forth training requirements for asbestos workers performing work in Schools, Public Buildings,or Commercial Buildings. F.A.C.—62-257—Florida Department of Environmental Protection asbestos removal program FS Section 469—Licensing Requirements Section III—Inventory, Surveillance,and Notification Collier County Departments are required to maintain an Inventory of all asbestos containing material(appendix A). All accessible functional spaces with known or suspected asbestos containing materials other than flooring are required to be visually inspected at a minimum of twice a year.Spaces with known or suspected asbestos containing flooring are inspected once per year.The current condition of the asbestos containing material is evaluated relative to its condition at previous surveys.Deterioration or a change in the condition of any asbestos containing material is documented.If this deterioration results in a significant health risk to building occupants the deteriorated area is scheduled for hazard abatement. 4 11A Inspections are performed by individuals who are currently certified as EPA Asbestos Building Inspectors or who have been trained to recognize asbestos hazards.Each affected department is responsible to ensure that properly trained personnel are available for inspections.This person or persons shall be designated on their Department/Site-Specific Insert that accompanies this master plan. Buildings presumed to contain asbestos containing materials are posted with a notice sign alerting occupants to the presence of asbestos and guidance on where to find further information.These notices are posted inside of the buildings near the entrances. Contractors performing work on a Collier County Building or utility that contains asbestos are notified about the presence of asbestos containing materials. An updated asbestos survey,identifying both friable and non-friable asbestos containing materials,must be conducted of any building or section of a building that is scheduled for renovation or demolition.A draft copy of the survey must be reviewed by the Risk Management for completeness prior to accepting the final product.A copy of the updated survey must be kept on site until the renovation or demolition activities are completed. The survey must be conducted under the supervision of a Florida licensed asbestos consultant.Individuals performing asbestos surveys must be certified as EPA asbestos inspectors through a Florida approved training provider. Occupants of areas adjacent to planned asbestos removal projects must be notified prior to the start of removal activities. This notification may be in writing or by personal communication and must include information pertaining to what material is being removed and what measures are being taken to prevent exposure to asbestos fibers. Section N—Training Requirement There are various levels of training required depending on the type of involvement with asbestos materials.Each department is responsible for ensuring employees are trained for their level of asbestos involvement.Environmental Health and Safety staff can guide and assist in training. Documentation of training activities must be provided to the Risk Management office. Awareness Training-This is the most basic level of training,and is required for custodial and maintenance employees assigned to a building or utility containing asbestos or presumed asbestos containing materials. Class I or Class II-Employees who will be removing or disturbing asbestos or presumed asbestos containing materials must be trained equivalent in curriculum,training method and length to the EPA Model Accreditation Plan asbestos abatement worker training. The state of Florida requires at a minimum this course be four days in length. Class II Cement piping—All workers must have completed an approved 8 hour class II Cement Piping Removal course Class III or Class IV—Employees must be trained in aspects of asbestos handling appropriate for the nature of the work, to include procedures for setting up glove bags,and mini enclosures,practices for reducing asbestos exposures,use of wet methods,the content of OSHA Construction Standard for Asbestos,and the identification of asbestos. Such training shall include successful completion of a course that is consistent with EPA requirements for training of local educational agency maintenance and custodial staff as set forth at 40 CFR 763.92(a)(2),or equivalent. Other Requirements—Employees involved in class I,II,or III asbestos work must also have medical clearance,be properly fitted,and instructed in the usage and care of a respirator,be enrolled in the collier county medical surveillance program as outlined in section VI. Section V-Use of Personal Protective Equipment Respiratory Protection—Respiratory protection must be worn at all times during any work that may or has the potential to disturb asbestos. At a minimum the respiratory requirements are a 100 percent efficiency HEPA filter. Eye protection—Goggles must be worn at all times during any work that may or has the potential to disturb asbestos Protective Clothing—Protective clothing must be worn at all times during asbestos work. At a minimum this includes a Protective suit(i.e.Tyvek),disposal inner and outer gloves,a disposable hood,and boot covers. 5 r f i Decontamination—All clothing worn during asbestos work must be discarded or decontaminated once the work is complete. All disposed clothing will be wrapped with the asbestos containing material and disposed of in a similar way. At a minimum staff must decontaminate equipment such as tools and respirators with light soap and water. Example:Contaminated clothing,gloves and material wrapped securely in 6 mil or thicker plastic,and then adequately taped to ensure no contaminated material can escape. Section VI—Medical Surveillance It has been determined that Collier County Government does not have any division,department or section/location that performs asbestos work for a combined total of 30 days or more per year or are exposed above the permissible exposure or excursion limit. Therefore,the following medical requirements are only listed should the agency meet the below listed requirements in the future. Medical examinations and consultations are required for all employees who are engaged in asbestos work for a combined total of 30 or more days per year or;are exposed at or above the permissible exposure limit or excursion limit;and for employees who wear negative pressure respirators.Days when fewer than sixty minutes of asbestos work are completed are not included in the 29-day count These examinations are repeated at least annually thereafter.If the examining physician determines that any of the examinations should be provided more frequently than specified,affected employees will be examined at the frequencies specified by the physician. Medical examinations include a medical and work history,with special emphasis directed to the pulmonary, cardiovascular,and gastrointestinal systems.Along with a pulmonary function test,any examinations or tests deemed necessary by the examining physician will be included.A copy of the medical questionnaire can be found in appendix E. Information Provided to the Physician The following information must be provided to the physician by the employee's supervisor before the physical. -A description of the affected employee's duties as they relate to the employee's exposure. -The employee's representative exposure level or anticipated exposure level. -A description of any personal protection equipment to be used by the employee. -Any information from previous medical examinations of the affected employee that is not otherwise available to the examining physician. Physician's Written Opinion The examining physician provides a written statement consisting of the physician's opinion whether the employee has any detected medical conditions that would place the employee at an increased risk of health impairment from exposure to asbestos.Any recommended limitations on the employee,or on the use of personal protective equipment such as respirators,will be noted in the opinion. The opinion will also include statements that the employee has been informed by the physician of the results of the medical examination,and any medical conditions that may result from asbestos exposure.A statement will also be included that the employee has been informed by the physician of the increased risk of lung cancer attributable to the combined effect of smoking and asbestos exposure. The physician will not reveal in the written opinion specific findings or diagnoses unrelated to occupational exposure to asbestos.The supervisor will provide a copy of the physician's written opinion to the affected employee within 30 days from its receipt. Section VII—FDEP Notification Requirements The Florida Department of Environmental Protection(DEP)administers an asbestos removal program under Chapter 62- 257,Florida Administrative Code. The program's intent is to prevent the release of asbestos fibers to the outside air during demolition or renovation activities. 6 11A The program requires prior notification to the DEP on the removal of threshold amounts of asbestos from certain types of facilities.These thresholds are noted below under the renovation and demolition sections. In the event that a threshold is met and notification is required there is a 10 day waiting period from the time DEP has been notified to when renovation can begin. The waiting period is not required if the removal is for emergency purposes. Renovation-Asbestos National Emission Standards for Hazardous Air Pollutants(NESHAP)regulations must be followed for all renovations of facilities with at least 80 linear meters(260 linear feet)of regulated asbestos-containing materials(RACM)on pipes,or 15 square meters(160 square feet)of regulated asbestos-containing materials on other facility components,or at least one cubic meter(35 cubic feet)off facility components where the amount of RACM previously removed from pipes and other facility components could not be measured before stripping.These amounts are known as the"threshold"amounts. Demolition-Asbestos NESHAP regulations must be followed for demolitions of facilities with at least 80 linear meters (260 linear feet)of regulated asbestos-containing materials(RACM)on pipes, 15 square meters(160 square feet)of regulated asbestos-containing materials on other facility components,or at least one cubic meter(35 cubic feet)off facility components where the amount of RACM previously removed from pipes and other facility components could not be measured before stripping.However,all demolitions must notify the appropriate regulatory agency,even if no asbestos is present at the site,and all demolitions and renovations are"subject"to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. If Category II non-friable ACM has not crumbled,been pulverized or reduced to powder and will not become so during the course of demolition/renovation operations,it is considered non-friable and therefore is not subject to Asbestos NESHAP or FDEP notification requirements.However,if during the demolition or renovation activity it becomes crumbled, pulverized or reduced to powder,it is covered by the Asbestos NESHAP and FDEP requirements. Prior to all renovation,demolitions,or removal of asbestos contact the Risk Management Department for further regulatory guidance. Section VIII—Removal and Handling Requirements A department/Site-Specific program insert must be developed for each new removal task.Where each task is similar in nature,a common procedure,such as a Job Safety Analysis may suffice for the department/site-specific insert. Regulated area—The area around where the work is being performed must be marked off as a regulated area and can be accessed by individuals who are trained,qualified,and wearing appropriate PPE. There must be signs posted around the work site that are clearly visible,and state the following: DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONEL ONLY Where the use of respirators and protective clothing is required in the regulated area the warning sign shall include: RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA Class I-This is work involving the removal of thermal system insulation,or surfacing material,and typically will not be performed by Collier County employees. Class II-Where a negative exposure assessment cannot be documented,or where during the job conditions indicate there may be exposure above the PEL,or where the asbestos containing material cannot be removed in a substantially intact state,a negative pressure enclosure must be used.These barriers are necessary to prevent the migration of airborne asbestos from the regulated area.The effectiveness of the barriers should be verified by perimeter area monitoring or visual surveillance.Class II work also may be performed using a method allowed for Class I work,and glove bags and glove boxes are allowed if they fully enclose the Class II material to be removed.Impermeable drop cloths must 7 hA be placed on surfaces beneath all removal activity.For Class II work the competent person must be specially trained in a course that meets the criteria of EPA"s Model Accreditation Plan(40 CFR 763)for project supervisor,or its equivalent. Specialized Class II Work Removing Vinyl and Resilient Flooring Materials-Vinyl and resilient flooring materials are exempted from the 160 square foot limit.This work requires specialized training provided,or approved,by the University of Florida Asbestos Coordinator.Flooring or its backing is not to be sanded,ground abraded or intentionally broken or chipped.Vacuums equipped with High Efficiency Particulate Air(HEPA)filter,disposable dust bag,and metal floor tool(no brush)shall be used to clean floors.Resilient sheeting shall be removed by cutting with wetting of the snip point and wetting during removal.Rip-up of resilient sheet floor material is prohibited.All scraping of residual adhesive and/or backing shall be performed using wet methods.Dry sweeping is prohibited.Mechanical chipping is prohibited unless performed in a negative pressure enclosure.Tiles must be removed substantially intact. Roofing Material-Roofing materials are exempted from the 160 square foot limit This work requires specialized training provided,or approved,by the University of Florida Asbestos Coordinator.When removing roofing material that contains asbestos,remove the roofing material in an intact state to the extent feasible.Cutting machines shall be continuously misted during use,unless the competent person determines that misting substantially decreases worker safety.All loose dust left by the sawing operation must be HEPA vacuumed immediately.Cutting of cement asbestos (Transite®)is prohibited without the written permission of the University Asbestos Coordinator.Unwrapped or unbagged roofing material must be immediately lowered to the ground by way of covered,dust-tight chute,crane or hoist,or placed in an impermeable waste bag or wrapped in plastic sheeting and lowered to ground by the end of the work shift.Upon being lowered,unwrapped material shall be transferred to a closed receptacle in such manner to preclude the dispersion of dust Roof level heating and ventilation air intake sources shall be isolated or the ventilation system shall be shut down. Cement piping—Removal of cement piping for maintenance activities is a common practice in Collier County Public Utilities Division. If the work is being conducted by Collier County Employees then the department specific plan and all required JSA's for such work shall be followed at all times. In the event the work is being conducted by a contractor the contractor is subject to all applicable State,local,and Federal Regulations. Class Ill All class III asbestos work that can include a process that has the potential for disturbing a process must be evaluated by Risk Management prior to work being completed. If it is determined that the work will cause a disturbance then Class II procedures will be followed. Section IX—Contractor Requirements Work is to be performed in accordance with the 29 CFR 1926.1101 (OSHA Asbestos Construction Standard),40 CFR 61 Subpart M(EPA NESHAP Regulations),and any other applicable Federal,State,and County regulations. All contactors performing asbestos work must be in compliance with all state licensing requirements for the type of work they are performing.Prior to conducting any work on asbestos containing materials contractors must submit proof of qualified personnel,all contract employees must be trained in accordance with OSHA and EPA requirements. All contractors that will be performing work on any asbestos containing material must submit an Asbestos Abatement Work Plan to the county department work is being performed for and the Risk Management Department for approval. The work plan must include:licensing,employee training,handling,storage,and disposal of asbestos containing material as referenced within the applicable OSHA and EPA/FDEP Regulations. This plan must be approved by the Risk Management Department prior to any work being completed. For contractors that provide emergency repair services an Asbestos Abatement Plan must be submitted as outlined above on an annual basis. All contractors must be in compliance with Section X Disposal Requirements. 8 IA Section X—Disposal Requirements All asbestos containing materials that reside on Collier County Property and Utilities are under the ownership of the county. Federal disposal regulations set forth cradle-to-grave responsibility with asbestos as a hazardous material. Therefore the responsibility of proper disposal is ultimately that of Collier County. All shipments and disposal of Asbestos must be accompanied by and Non-Hazardous Waste Manifest(Appendix B). All disposal of asbestos must be in accordance with State,local,and Federal regulations. Documentation—Documentation of disposal is done by each department or contractor utilizing the Non-Hazardous Waste Manifest. The department that was responsible for the oversight of the asbestos project is responsible for maintaining copies of the manifest. All return documentation of disposal must be received back by the required department within 30 days. If documentation has not been received in 30 days Risk Management must be notified. All documentation for asbestos disposal must be retained by the department conducting disposal. These forms shall be kept on site indefinitely. Packaging—All Asbestos being disposed must be wetted,concealed tightly,labeled with the amount of asbestos in either cubic ft or linear ft,and the specific location it came from. All packages must be labeled as shown below DANGER CONTAINS ASBESTOS FIBERS AVAOID CREATING DUST CANCER AND DISEASE HAZARD Shipping—Regulated Asbestos shall never be shipped by Collier County Employees in any amount greater than 1000 lbs. Any shipment that exceeds this requirement is subject to Department of Transportation Requirements as a class 9 hazardous material. Disposal—All asbestos must be delivered and handled by qualified and trained employees. Prior to disposal of asbestos a pre planned landfill disposal site must be determined;the site must have legal authority to accept asbestos containing materials. As soon as disposal is anticipated the department asbestos coordinator should contact the disposal site and schedule a drop of date. Disposal of asbestos is usually conducted at a pre determined time,date,and location,this determination is given by the disposal site. Collier County employees must follow the direction of the disposal site and only deliver materials to a location determined by the site. Prior to leaving Collier County employees must have the landfill operator or representative sign the Non Hazardous Waste Manifest. A copy of the manifest must be returned and filed appropriately. Contractors—No contractor is to engage in the handling,storage,or disposal of asbestos without prior approval by the Department managing the contract and Risk Management Department Section XI—Prohibited Practices All Collier County Employees are prohibited from performing any work on or around asbestos without proper training, medical clearance,and PPE as required by this document. All department specific written plans,JSA's,and standard operating procedures must be approved by Risk Management prior to being put into place. Applicable Documents/References CMA 5902 health and Safety Policy Water Department Main Break JSA Respiratory Protection Written Plan Protective Eyewear Countywide JSA#1 Site/Project Specific Asbestos Management Plan 9 hA ' Appendix A: Asbestos Inventory Form Department Location Description of Material Estimated Volume 1.1.1.4erAillg4 1111111•111WS■11 OMR 4 a 10 11A r Appendix B: Non-Hazardous Waste Manifest NON-HAZARDOUS 1.Generators US EPA ID No. Manifest Doc.No. 2.Pege I WASTE MANIFEST of A 3. Generator's Name and Melling Address 4. Generator's Phone( 1 5. Transporter 1 Company Name B. US EPA ID Number A. Transporters Phone 7. Transporter 2 Company Name a. US EPA ID Number B. Transporters Phone 9. Designated Featly Name and Site Address 10. US EPA ID Number QC. Facility's Phone W0. 4 13. 14.iAti Quantity WWOI 1 111111 ,,,,,i)dim;dminum o BIIIIIIIIII . . III D.Additional Descriptions tor Materiels Listed A•. S.Handling Codas for Wastes Listed Above 15.Special Handling Inelnlctluns and Additional Information O O ■a-r. •- A- :1 eerily Ina mate Ws described above an Ihb mantas.am not subject to'adorer repulaeons for repelling pntwr deiriosel of Naxereeea Wen.. Printed/Typed Name Signature Marne Day Year W TG 17.Transporter 1 Acknowledgement at Receipt of Melenols N PrinledITypud Name S P 0 TPdnled/Typed Name Signature Mane Day Vest E R 19.Discrepancy Indicadon SpeCe F A C J L 20.Facility Owner or Operator.Certification of receipt of waste materials covered by INs maNlestexcepl as noted in Item 19. 1 T V Panted/Typed Name Signature Menai Day Y ORIGINAL-RETURN TO GENERATOR 11 hi ' Appendix C: FDEP Notification Form CCP torn)Fu-ar SOON) . ._ Florida Department of Er.ctive 1412-e9 Environmental Protection Pap tof2 act rA • Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE(cREOK ONE ONLY): ❑ORIGINAL ❑REVISED ❑CANCELLATION ❑COURTESY • TYPE OF PROJECT(CHECK ONE ONLY): ❑DEMOLITION ❑RENOVATION IF DEMOLITION,IS IT AN ORDERED DEMOLITION? OYES ❑NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? OYES NO IS IT A PLANNED RENOVATION OPERATION? OYES 0 NO I. Facility Name Address City Stale Zip County Site Consultant Inspecting Site Building Size (Square Feet) #of Floors Building Age in Years Prior Use: ❑School/College/University ❑Residence ❑Small Business ❑Other Present Use: ❑SchooVCoilege/University ❑Residence ❑Small Business ❑Other IL Facility Owner Phone ) Address City State Zlp III- Contractor's Name Address Cly State "iv- Is the contractor exempt from licensure under section 469.002(4),F.S.7 � ❑ 4111e IV. Scheduled Dates:(Notice must be postmarked 10 working days b-- cc -art date) Asbestos Removal(mm/ddyy) Start: Finish: -renovation(mm/d Finish: V. Description of planned demolition or renovation work to be p= a -thods to be empl g demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used(Check All That Apply): ` ❑ Ship and Removal I!lL ❑ ❑ Wrecking Ball ❑ Wet Method • t1 - plc- ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Nam' allIMMah. Phone(___) Address Coy State Zip VIII.Waste Disposal Site:Name Class Address City St: Zip - IX. RACM or ACM: Procedure,including analytic= •loved to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM` X-Fee Invoice Will Be Sent to Address in Block Below.(Print or Type) square feet surfacing mat linear feet pipe cubic feet of RACM off facility components square feet cementitlols material square feel resilient flooring square feet asphalt roofing `Identify and descrbe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained In the provisions of this regulation(40 CFR Part 61,Subpart M)will be on-site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. (Print Name of Owner/Operator) (Date) (Signature of Owner/Operator) (Date) I- DER ti5ElO1VLK;r.s1:F!oshrerkl9.Ja€a ftce3ved.r._1.:..t:-:-..,-.;x_1,:.p:;;.1:L:.V _I[t#:id.:.;:i:;a::-TM^:;, :.;;;..4:.lj:r:;_1:;:p:i: :;;.j..,;:1:;Ei,: :;1.-..j.;.I 12 114 Florida Department of CEP'rom,s:-a7saa(n / ; ' Environmental Protection Peci1V2 1IOB• --' Division of Air Resource Management volamansasew NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE(CHECK ONE ONLY): ❑ORIGINAL ❑REVISED ❑CANCELLATION ❑COURTESY TYPE OF PROJECT(CHECK ONE ONLY): ❑DEMOLITION ❑RENOVATION IF DEMOLITION.IS IT AN ORDERED DEMOLITION? OYES 0 NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? OYES ❑NO IS ITA PLANNED RENOVATION OPERATION? OYES ❑NO I. Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) #of Floors Building••- - Prior Use: ❑School/College/University ❑Residence ❑Smell Business ❑• Present Use: ❑Schod/College/University ❑Residence ❑Small Business ❑Oth: .411=11.1111111411. 1r II. Facility Owner P Address City State 1 III. Contractor's Name Address City State \ Zip Is the contractor exempt from llcensure under section 469..• ❑ Y ❑ NO IV. Scheduled Dates:(Notice must be postmarked •-rkln, .•efcre the pr" te) Asbestos Removal(rrm/dd/yy) Stark Dem• • •tio ddyy) Start: Finish: V. Description of planned demolition or re - don ••:performed: ® to be employed,Including demolition or renovation techniques to be used description daBec facif� e Procedures to be Used(Check All • Strip and Removal cove Beg IV Bulldozer ❑ Wrecking Ball ❑ Wet Method is Dry Meth • Explode • Bum Down OTHER: VL Procedures for Unexpected RACM: VI. Asbestos Waste Transporter: Name 0 Phone(_) Address Cly a Zip VIII.Waste Disposal Site:Name Class Address City State Zip IX. RACM or ACM: Procedure,including analytical methods,employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM' X.Fee Invoice Will Be Sent to Address In Block Below:(Print or Type) square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementiticus material square fed resident flooring square feet asphalt roofing *identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation(40 CFR Part 61,Subpart M)will be on-Site during the demolition or renovation and evidence that the required training has been accomplished by this person wit be available for inspection during normal business hours. (Print Name of Owner/Operator) (Date) (Signature of Owner/Operator) (Date) DER t)BEiON41�Ir=��:iAdStmeikRgafgGRese�vet! '._iic,T;;:'.,� :_-.;:::;.fr a7'-_..-?. If3#„ �_ .. .. ... .. _ ..l:1:17 - - 11A 1 Colitr County DEPARTMENT/SITE-SPECIFIC ASBESTOS CONTROL PROGRAM INSERT Facility: Location: Department: Division: RESPONSIBILITY: is designated as the Asbestos Program Coordinator for this Department/facility. Specific Responsibilities include: 1. Ensuring this department insert remains current. 2. Maintaining a current list of employees that have be rly trained ave been determined as qualified to work with asbestos. 3. Ensuring that all asbestos containing pipinAil '- -d for vi tracking mechanism. 4. Ensuring all repairs where asbestos con . aterial ar follow the established safety protocols,JSA's and/or internal -s as defi the Collier County Written Plan. 5. Ensuring that all contractors wh. m- arm asb- removal have provided verification of properly trained employees a -, ontract-. , • allows established guidelines and appropriate disposal proce 1 re V O 6. Ensuring all waste dispo s are co , •roperly submitted and a copy maintained to ensure"cradle to grave"a acy. 0 O 14 11A Appendix E Medical Questionnaire Appendix D to§1910.1001-Medical Questionnaires-Mandatory This mandatory appendix contains the medical geeseonnabes Net mast be edmimetered 10 ail employees who are exposed Ix asbestos ebova the permissible exposure On18,and whooiatherefore be mduded In their employees medical savageries program.Pad 1 of Um appendle contains the Initial Medical Ouestbnnaae.whkdt must be obteNed for a9 new hires who we be coveted by hie feedlot mereeence requirements.Part 2 lndudes the abbreviated Porlodeel Medical Ouestonnah,which must be administered to 91 employees who are provided periodic medical examinations under the medical surveillance pmvtelons of the standard. Pan 1 INRULMEDICAL QUESTIONNAIRES 1.NAME: 2.SOCIAL SECURITY NUMBER - 3.CLOCK NUMBER: �.PRESENT OCCUPATION:, 5.PIANO B.ADDRESS: T.CRY:ITY: 511 ZIP CODE 6.TELEPHONE NUMBER I 1 • EXT 9.INTERVIEWER: 10.DATE y f_. 1111(C°Ilik 41011. 11 Dem of Dirac_ _y Mem toy Vow 12.Place of bide 11 Sec 1.0 Male 2 O Female 1 e.Mat is wur market meal 1 O Single 2.O Monied 3.O Wkto•ed 4.O Sepoate 15.Ram: 1.0 White 2 O Black 3.0Aslan k.0 Hbpen 'I Ocher 16.what Is the highest grade completed in whorl?_(For example 12 yeas Is © eat 17.OCCUPATIONAL HISTORY A.Have you ever waked NU tlrne(30 hours per week ormare)for S months et t. CI No IF YES B.Have you ever waked for a year or more to any awry job? 2,0 N 3.0 Does Speciypb6MUSby. ems Worked: Was dust exposure: 1.0 Mel 2 0 Modems 3.0 C.Have you ever bean emosed to gas or chemical fumes N 1.CI Yes 2• SpectylebPoAusby. Total Years.--,- Was exposure: 1.O Mid 2.0 Modems D.When has been your usual oceolietton or lob-. •et the kshgest? 1.Job amhwuom 2 Number of yeas employed stirs omma• i411.� 3.Position/job tW: 4 Buskers.field or indmtry. (Record on Ones the yearn N which you have worked In any of these bduseies,e.g. :9) Have you ever worked E Ina mina? • NO F In a quarry? b • G.In a founder No H.in a pottery? O No • L Insocean,Ilex.orhemp m7 ❑NO O .1.WIN asbestos? - 0 No 10.POST MEDICAL HISTORY A.Do you consideryousairto he In good health? O Yes 0 No Ma.stab reason: B.Have you any defect of vision? O Yes 0 No II^Ws%state nature of deleoE C.Have you any hearing defect? O Yes C No Mee,ass nature of defect D.Are you suffering from or have you ever suffered from a.Epilepsy(or Gs,aebaase.ranvulsiona)7 0 Y 0 No o.RMunratk nearest 0 Yee 0 No c.Kidney disease? CI Yes 0No d.Bladder disease? OYes ONo 0.Diabetes? ❑Yes 0Nn f.Jaundice? 0 W 0No It CHEST COLDS AND CREST ILLNESSESI l9A.If you get s cold.does it usuey go to your chest(Usually mean more than l2 Melbmk 1.0 We 2.CI No 3.0 Don't get colds 20A.During the past 3 years./lave you had any chest illnesses that hew kept you off wont,indoors at home,min bed? 1.0 Yes 2.0 No IF YES TD 20A: B.Did you produce phlegm with any of these chest illnesses? 1.O Yes 2 O No 3.0 Does NwApcIY C.in the last 3 years.how may such messes with decreased)phlegm did you have which Waled•week or more? _Number of Illnesses 0 No each Stresses 21.Old you have any lung trouble before the age of 167 I.OYes 20 N. BMW MedaneavediodmA Ina 15 11 ,4 ' a clit County Appendix F: Project Initialization Checklist 1 Who Will conduct the Asbestos Operations? ❑Water Department ❑Contractor ❑Other 2 Has a project/site-specific Asbestos Abatement Plan been submitted to the Project Mgr? ❑YES ❑ NO 3 Has the Asbestos Abatement Plan Been Approved by the Water,Risk Mgt,Pollution ❑YES ❑ NO Control and Solid Waste departments? 4 Has documentation of licensure been provided by the contractor,where necessary? ❑ YES❑ NO ❑N/A 5 Has documentation of employee training been provided to the Project Mgr? ❑YES ❑ NO 6 Does this project require a 3ftl Party Asbestos Consultant? ❑YES ❑ NO 7 Does this project require EPA/DEP Notification? ❑YES ❑ NO 8 Where EPA/DEP notification is required,has DEP form 62-257-900(1)been completed by ❑YES ❑NO ❑N/A the contractor or Project Mgr and submitted to EPA/DEP?(This fo • ' shown as Appen 'x C in the Risk Management Countywide Plan) g Where EPA DEP notification has been determined,has approv- eived fro YES ❑NO ❑N/A EPA/DEP Do not commence •ro'ect without a••roval,wh-e nec- ? 10 Has the Project Mgr.Obtained the"Waste Profile"form frNe his f orm " ❑YES ❑NO be submitted to WMI for approval prior to disposal of re is a n' waiting period on approval of this form) O Note:Multiple shi•ments will re.uire multi•le form req bee•uenta.p b, I 11 Where necessary,The PUD Public lnformati•n `R' •r has been n• •ucated on ❑YES ❑NO ❑N/A the•ro'ect in •uestion and is available to- • a conce The signatures below repres- 0 -rificat'- o 'tems above and the subsequent appro .f 1 itiation ® ce of this project Project Manager-Prin Name Project Manager Signature Risk Management—Print N- © e Risk Management-Signature Pollution Control—Pri• tie Pollution Control-Signature Solid Waste—Print - elTitle Solid Waste-Signature Water Operations Manager—Print Name Operations Manager-Signature Water Department Director—Print Name Water Department Director-Signature Once all signatures have been obtained,the"Notice to Proceed"may be delivered. This completed form shall be retained by the Project Manager and Risk Management for document control purposes. 16 A j l Ctger County Appendix G: Asbestos Construction/Removal Checklist [This checklist to be completed on-site during any Asbestos Removal Project] 1 The department and/or contractor performing the work has mobilized all necessary ❑ YES ❑NO equipment to properly remove the Asbestos containing material. 2 A copy of the Asbestos Abatement Plan is on site at all times. ❑YES ❑NO 3 Where necessary,A copy of the approved DEP Form 62-257-900(1)i on site at all times. ❑YES ❑NO ❑N/A 4 Where necessary,A copy of the contractor's Asbestos License is•-�r- -t all times. ❑YES ❑NO ❑WA 5 The department and/or contractor performing the work has the a. ing/snap' ^ YES ❑NO a••aratus on site and read for use. 6 The department and/or contractor performing the work has`'T" equipmer .• ❑YES ❑NO up asbestos debris in affected soil or media on-site? 7 The department and/or contractor performing the wo ® .I re.uired PPE• ❑YES ❑NO available for all em•lo ees that will work within th- '•n/removal . 8 The department and/or contractor performing •- •- all required si. -site and ❑ YES ❑NO available and the desi•nated .erimeter is es - d maintai in place at all times. g The department and/or contractor perfo -' • • has all r d"wrapping"material ❑YES ❑NO on-site and available at all times. 10 The department and/or contractor•- o ® -work h- -te etting"apparatus ❑YES ❑NO on-site and available to ensure r r '• . not becom 11 The material has been properly - . ❑YES ❑NO 12 The material has been properly la. ❑ YES ❑NO 13 Properly wrapped and labeled material has been y loaded into an approved ❑ YES ❑NO transportation container. 14 Transportation container is properly lab- a being stored on site. ❑ YES ❑NO 15 The affected department and/or contra, © •btained approval for disposal from WMI ❑YES ❑NO using the"Waste Profile"form as • said form is on site and ready to be sent with the Non-Hazardous Wast= Note:Multiple shipments will require quests and subsequent approval by WMI 16 The affected department has sche. -d the exact date/time for shipment of material based ❑YES ❑NO on WMI approval via the Waste Profile form. Note:Multiple shipments will require multiple requests and subsequent approval by WMI 17 Has the shipment(transportation container)been covered(tamed)prior to leaving the site? ❑ YES ❑NO 18 The shipment has left the construction site and being transported for disposal. OYES ONO EN/A The signatures below represent the verification of all items above and the subsequent approval of the Construction/Removal Phase of this project. Project Manager-Print Name Project Manager Signature Risk Management—Print Name/Title Risk Management-Signature Pollution Control—Print Name/Title Pollution Control-Signature Water Department—Print Name/Title Water Department-Signature Water Department Director—Print Name Water Department Director-Signature This completed form shall be retained by the project manager and Risk Management for document control purposes. 17 11 ,4 1 Cothr County Appendix H: Asbestos Disposal Checklist [To be completed by a trained(authorized)Solid Waste Employee] 1 Who Delivered the Asbestos Shipment? ❑Water Department ❑Contractor ❑Other 2 Is the correct Waste Profile,completed correctly and approved by Waste Management, OYES ❑NO delivered to the scalehouse office prior to the date of disposal?(A separate profile is required for friable and non-friable asbestos waste) 3 Are the Non-Hazardous Waste Manifest completed correctly and signed by the hauler and OYES ❑NO scalehouse attendant? 4 Has an account been established at the scalehouse for this specifi, eroject? DYES ❑NO 5 Did the shipment arrive covered(tarped)prior to disposal? OYES ❑NO 6 Has the disposal location been properly prepared for acceptanc- aterial by OYES ❑NO staff following WMI's established burial parameters?(sc- tten•- ill notif •re•are the dis.osal site 7 Is a Waste management Inc.Authorized operator- - eet the h- '41. OYES ❑NO dis•osal location? 8 Has a Solid Waste Mgt.employee escorted th- - he disposa 'o nd OYES ❑NO witnessed the•lacement of material into t - +V •fished di osal • - ? g Has the shipment been disposed of grope T" ed by W arameters)and the OYES ❑NO entire dis.•sal •rocess verified b an o olid Was gement representative? 10 Has the Solid Waste Department re ® -s of the• -n pleted Non- DYES ❑NO Hazardous Waste Manifest,GP so -e and a • 0 load ticket receipt from WMI? 11 Has Solid Waste Submitted • .0 -ted the pr. -ntation to the Project OYES ❑NO Manager for documentation co •urposes signed load tickets,GPS log and a final report from the scalehouse database) The signatures below repre- ® - verification of all items above and the subsequent approval of Q • etion of the Disposal Phase of this project Project Manager-Print Name Project Manager Signature Solid Waste—Print name/Title Solid Waste-Signature Risk Management—Print Name/Title Risk Management-Signature Water Department Director—Print Name Water Department Director-Signature This completed form shall be retained by the Project Manager and Risk Management for document control purposes. 18 1 1 A e ; Cotner County Appendix I: Document Control Checklist 1 A copy of the Asbestos Abatement Plan has been filed with the Project Manager and Risk ❑YES ❑NO Management? 2 A copy of the completed contract has been filed with the Project Manager and Risk ❑YES ❑NO ❑N/A Management? 3 A copy of the completed DEP form 62-257-900(1)has been filed with the Project Manager ❑YES ❑NO ❑NIA and Risk Management? 4 A copy of the Non-Hazardous Waste Manifest,landfill ticket,GPS Coordinates,and Waste ❑YES ❑NO Profile have been filed with the Project Manager and Risk Manage- nt? $ An AAR and Project Critique have been completed? OYES ONO EN/A 6 AAR Results and Project Improvement Strategies have been su. •the affec. ■YES ONO EN/A de.artments and Risk Mana.ement for immediate im•le Ne tio 7 Department Asbestos Inventory Form has been updat- hanges? OYES ONO EN/A ♦- ,T he signatures below represent t - ion of all it ove and the subsequent approval of the completion • ument tro/sequence of this project. Project Manager- 1(.. . e Project Manager Signature Risk Management—Print Name/Titl- Risk Management-Signature Water Department—Print N © e Water Department-Signature Water Department Dire O int Name Water Department Director-Signature This completed form shall be retained by the project manager and Risk Management for document control purposes. 19 11 .4 t Friable Asbestos Containing Materials Express Profiles s_u11J1�. Requested Disposal Facility Profile Number ,,, ❑ Renewalfor Profile Number Waste Approvat Expiration Date A.Waste Generator Facility Information(must reflect location of waste generation/origin) 1. Generator Name: 2. Site Address: 7. Email Address: 3. City/ZIP: 8. Phone: 9.FAX: 4. State: 10.NAICS Code: 5. County: 11.Generator USEPA ID 4: 6. Contact Name/Title: 12.State ID#(if applicable): B.Customer Information❑same as above P.0.Number 1. Customer Name: 6. Phone: F' 2. Billing Address: 7. Transp.• r Nam 3. City,State and ZIP: 8. Trans apply: 4. Contact Name: 9. Q rt ress: 5. Contact Email: 1, tate and ZIP: C.Waste Stream Information 1. DESCRIPTION a. Common Waste Name:Friable Asbestos con-• ,m= -•nlaminated State Waste Code(s): '.-Pr. - -n ,'n. ..-,- • . Removal of regulated,friable as• `•• ing materials de ition/dismantling or remediation activities.Does not include clean-up wastes,such." -contamin os. c. Typical Color(s):Any and all d. Strong Odor? ❑Yes d No Describe: e. Physical State at 70°F: d Sold • ui I Powder ❑ Semi-Solid or Sludge ❑ Other. f. Layers? ❑ Single layer ❑ ' - - NA g. Water Reactive? ❑Yes o es,Describe: h. Free Liquid Range('Y%): d NA(solid) i. pH Range: ❑ 52 ❑ 2.1-12. ❑512.5 C5'NA(solid) ❑Actual: j. Liquid Flash Point ❑ 140°F ❑ >_140°F d NA(solid) ❑Actual: k. Flammable Solid: ❑ Yes C>'No L Physical Constituents:List all constituents of waste stream-(e.g.Soil 0-80%,Wood 0-20%): ❑ (See Attached) Constituents(roof[wren-Mien Mast be a 100%) Lower Range Unit of Measure Upper Range Unit of Measure 1. Demolition debris,asbestos 100 % 100 % 2. 3. 4. 5. 6. 2. ESTIMATED QUANTITY OF WASTE AND SHIPPING INFORMATION a, ❑Event ❑Base/Ongoing (Check One) b. Estimated Annual Quantity: O Tons ❑Cubic Yards ❑Drums ❑Gallons ❑Other(specify): c. Shipping Frequency: Units per ❑ Month -❑ Quarter ❑ Year ❑ One Time ❑ Other d. Is this a U.S.Department of Transportation(USDOT)Hazardous Material?(If yes,answere.) 6 Yes ❑ No e. USDOT Shipping Description(if applicable): RQ Asbestos,Class 9.NA2212.PGItI SAFETY REQUIREMENTS(Handling,PPE,etc.): Respirator-air purifying with HEPA cartridge as required by landfill policy. °2007 Waste Management,Inc. Page 1 of 2 Moy 2007 114 Non-Friable Asbestos Containing Materials Express Profile Requested Disposal Facility Profile Number ,�LU. ❑ Renewal for Profile Number Waste Approval Expiration Date A.Waste Generator Facility Information(must reflect location of waste generation/origin) 1. Generator Name: 2. Site Address: 7. Email Address: 3. City/ZIP: 8. Phone: 9.FAX: 4. State: 10.NAICS Code: 5. County: 11.Generator USEPA ID#: 6. Contact Name/Title: 12.State ID#(if applicable): 8.Customer information❑same as above P.0.Number. 1. Customer Name: 6. Phone: - FAX: I 2. Billing Address. 7. Transporter Na 3. City,State and IIP: 8. Transpo ID# - ): 4. Contact Name: 9. Tra r - 5. Contact Email: 10 4) to P: C.Waste stream Information _ 1. DESCRIPTION a. Common Waste Name:Non-Friable AsbestosConta' • contamina State Waste Code(s): `0., Demoliition/renovatiion-whendry,cannot .ed,pulveri ,uce•to powder by hand pressure.Including gaskets,resilient floor coverings-. -o - .oflng products ecl section L).Does not include clean-up wastes, such as soils,that are contamin- • • able asbe s. c. Typical Color(s):Any and all ... d. Strong Odor? ❑ Yes t'No Describe: e. Physical State at 70°F: d Solid ❑ - ` Powder ❑ Semi-Solid or Sludge ❑ Other. f. Layers? ❑ Single layer ❑ Multi- . O NA g. Water Reactive? ❑ Yes C21 - ribe: h. Free Liquid Range(%): e d NA(solid) i. pH Range: ❑ <2 ❑ 2.1=12. >12.5 iI NA(solid) ❑Actual: j. Liquid Flash Point ❑ <140°F ❑ a.140°F fd(NA(solid) ❑Actuab k. Flammable Solid: ❑ Yes Cif No 1. Physical Constituents:List all constituents of waste stream-(e.g.Soil 0-80%,Wood 0-20%): ❑ (See Attached) tonstibmno(Toed Camposdm Mug be.100%) Lower Range Unit of Measure Upper Range Unit of Measure 1, Non-friable asbestos-containing materials 100 % 100 2. 3. 4. 5. • 6. 2. ESTIMATED QUANTITY OF WASTE AND SHIPPING INFORMATION a. ❑Event ❑Base/Ongoing (Check One) b. Estimated Annual Quantity: ❑ Tons ❑Cubic Yards ❑Drums ❑Gallons ❑Other(specify): e. Shipping Frequency: Units per ❑ Month ❑ Quarter ❑ Year ❑ One Time ❑ Other d. Is this a U.S.Department of Transportation(USDOT)Hazardous Material?(If yes,answer e.) ❑ Yes 6 No e. USDOT Shipping Description(if applicable): SAFETY REQUIREMENTS(Handling,PPE,etc.): Normal landfill safety requirements.Manage waste so that is does not become friable. °2007 Waste Management.Inc Page 1 of 2 May 2007 111.1 EXHIBIT J TECHNICAL SPECIFICATIONS (CONTINUED) MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 WORK INCLUDED A. Work under this contract shall be measured and paid for as specified in this Division. Payment for any item of work shall be full compensation for the following: 1. Furnishing all labor,tools, equipment and material. 2. Incidental clearing, grubbing, hauling and suitable disposal of debris related to the work. 3. Delivering and installation or placement of material. 4. Excavation, dewatering, stabilization, sheeting, harnessing or bracing and backfilling. 5. Testing to meet requirements of these Specification or applicable permit requirements. 6. Safety precautions, traffic management, damages arising from the nature of the work and action of the elements or any unforeseen difficulties encountered during the prosecution of the work until acceptance by Owner. 7. Costs and expenses for all taxes, commissions, transportation, patent fees and royalties. 8. Final grading and cleanup. 9. Any incidental work normally associated with the item of work. 10. All excavation shall be unclassified with no additional payment to be made for rock or dewatering. Additional compensation will be made for removal and replacement of unsuitable trench material. This has been identified in the Subsurface Report. Removal and replacement must be approved by the County Inspector. B. The quantities of payment under this Contract will be determined by actual measurement of the completed item, in place, ready for service and accepted by G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx Owner, in accordance with the applicable method of measurement stated below. A representative of Contractor shall witness all field measurement. C. Payment for any quantities of work in excess of those shown on the Bid Form will not be made without prior written authorization of such additional work authorized by owner through the Engineer. PART 2 PAYMENT OF ITEMS 2.01 MEASUREMENT AND PAYMENT A. Unless specified otherwise in the Bid Form, work under this Contract shall be measured and paid for as follows: 1. Mobilization/Demobilization: Measurement for mobilization / demobilization shall be by Lump Sum for the project and shall not exceed 10% of the amount for the Base Bid. The work shall include, but not be limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to and from the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities. It shall also include the cost of the pre-construction video and other pre-construction surveys. The cost of bonds and insurance and any other pre-construction expense necessary for the start of the work, excluding the cost of construction materials, shall be included. 2. Maintenance of Traffic: Measurement shall be by Lump Sum for the project and payment shall be pro-rated during the construction based upon work completed. Work shall include labor, materials and equipment for necessary routing of traffic around the construction site. Provide for safe pedestrian and vehicular access with signs, cones and markings to reroute traffic. Provide maintenance of traffic plan for approval prior to beginning of work. 3. Project Sign: Measurement and Payment shall be by each for the project. Work shall include all labor, material and equipment to provide, install and maintain the Project Sign(s) at the site. Upon completion of the Work,the sign(s) shall be removed and disposed of properly. 4. Stormwater Pollution: Measurement shall be by lump sum for the project and payment shall be pro-rated during the construction based upon work completed. Work shall include labor, material and equipment for the installation, maintenance and removal of stormwater pollution devises. Contractor shall be responsible for developing and implementing a plan for protecting work areas from stormwater runoff. G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 5. Water Main: Measurement and Payment shall be by lineal foot for each size and type. Work shall include all labor, material and equipment as necessary to excavate, install water main and miscellaneous fittings, backfill, compact, provide testing, flushing, disinfection and bacteriological cleaning and provide surface restoration for a complete installation. County shall provide all 6", 8" & 12" PVC and 8" DI pipe. Contractor shall be responsible for all fittings,restraint devices, etc. 6. Gate Valves: Measurement and Payment shall be per each per size identified. Work shall include all labor, material and equipment as necessary to install all valves, valve boxes,pads and markers as identified. 7. Air Release Valve Assembly: Measurement and Payment shall be per each and type as required. Work shall include all labor, material and equipment as necessary to install fittings, piping, valves, air release assembly and enclosure for a complete assembly. As specifically identified pipe bollards may be required. 8. Temporary Bacterial Sample Valves (TBSV): Measurement and Payment shall be per each as required. Work shall include all labor, material and equipment as necessary to install temporary bacterial sample valves and their removal upon final acceptance. Where TBSV's have been called for at fire hydrants they shall be installed from a service immediately before the hydrant and be provided with a sample valve. Upon acceptance it shall be removed. 9. Permanent Bacterial Sample Valve: Measurement and Payment shall be per each as required. Work shall include all labor, material and equipment as necessary to install a permanent bacterial sample valve. 10. Blow-Off/TBSV: Measurement and Payment shall be per each as required. Work shall include all labor, material and equipment necessary to install a full bore blow off assembly to be utilized during flushing of water mains. It shall also include a temporary bacterial sample valve. Upon completion and acceptance the blow off assembly shall be removed and disposed of. 11. Permanent Blow-Off: Measurement and Payment shall be per each blow off required. Work shall include all labor, materials and equipment as necessary to install a permanent blow off assembly. 12. Fire Hydrant Assembly: Measurement and Payment shall be per each and type as required. Work shall include all labor, material and equipment as necessary to install all fittings, tees, miscellaneous piping, isolation valve, fire hydrant assembly, pads and pavement markers. As specifically identified pipe bollards may be required. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A 13. Temporary Water Main Jumper: Measurement and Payment shall be per each as required. Work shall include all labor, material and equipment as necessary to install a temporary water main connection including fittings, backflow device and miscellaneous testing. Upon final acceptance the temporary jumper shall be removed. 14. Water Main Connection: Measurement and Payment shall be per each as required. Work shall include all labor, material and equipment as necessary to coordinate any required water main shut-down, excavate, complete the fire line and final water main connection, backfill, compact and provide final surface restoration. 15. Fitting/Valve Cut-In: Measurement and Payment shall be per cut-in as required. Work shall include all labor, material and equipment as necessary to provide: proper notification; excavate and prepare for the cut in and complete the cut in with all fittings, repair sleeves, thrust blocks, restoration; backfill and restore the site. 16. Water Service, Long: Measurement and Payment shall be per each long water service. Work shall include all labor, material and equipment necessary for utility coordination, excavation, and installation of new water service under roadways to the right-of-way line, connection to new water main and new water meter(s), flowable fill under pavements, backfilling, compacting and surface restoration. At Contractor's option, the water services may be directional bore in lieu of open cutting at no additional cost. A casing shall be utilized in the directional bore. 17. Water Service, Short: Measurement and Payment shall be per each short water service. Work shall include all labor, material and equipment necessary for utility coordination, installation of new water service to the right-of-way line, connection to new water main and new water meter(s), backfilling, compacting and surface restoration. 18. Service Conduit — Measurement and Payment shall be per lineal foot of service line conduit. Work shall include all labor, material and equipment necessary for utility coordination, excavation and installation of the service conduit, flowable fill, compacting and surface restoration. At contractor's option, the service conduit may be a directional bore in lieu of open cutting at no additional cost. 19. Water Meter Boxes: Measurement and Payment shall be per each water meter box. Existing water main boxes, as directed by County may be replaced. In some locations, existing water meter boxes contain two (2) meters. At these locations one of the two meters will be relocated to the new box. Work shall include all labor, material and equipment necessary G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx for installation of the new water meter boxes, ready for County installation of new water meters. 20. Extra Water Service: Measurement and Payment shall be per lineal foot of each size. This shall be per lineal foot of each size. This shall be for length in excess of 50 lineal feet for a long service and 15 lineal feet for a short service. 21. Backflow Prevention Devices: Measurement and Payment shall be per each backflow prevention device installed on individual water service. This shall include all labor, material and equipment as necessary to install to cut the existing service line, install the new backflow device (with miscellaneous fitting and piping) and connect to the existing service. The Owner shall provide the above grade backflow assembly and test the device. 22. Private Water Main Extension / Extra Private Water Service: Measurement and Payment shall include a lump sum costs per site and a lineal foot price for pipe for private water service installed. In some locations it may be necessary to adjust the water service location to the property line. At these locations it will be necessary to install a Schedule 40 PVC water service between the new and original service location. Construction shall provide all labor, materials and equipment for excavation, connecting backfilling and restoration. Note, this work shall be completed by a licensed plumber. 23. Water Service Connection: Measurement and Payment shall be per each connection to an existing water service. These are locations in which the meters and backflow device were recently installed. It shall include all labor, material and equipment necessary for excavation, installation of water service line connection, backfilling, compacting and surface restoration. 24. Additional Water Main Deflection: Measurement and Payment shall be per each additional water main deflection that may be required due to unforeseen conditions. It shall include all labor, material and equipment necessary for the deflection including excavation, installation of extra fitting, pipe and pipe restraints, backfilling, compacting and surface restoration. 25. Pipe Removal: Measurement and Payment shall be per lineal foot of pipe removed by size. It shall include all labor, material and equipment necessary to excavate, remove the existing pipe, backfill, compact and provide surface restoration. Contractor shall be responsible for all existing utility coordination and proper disposal of all removed materials. G:\PROJ-ENG\C\CCU 143\O8CDocs\01Bidding-Addenda-COs-Con'\Bid Document.docx 11A 26. Miscellaneous Abandonment: Measurement and Payment shall be lump sum for the miscellaneous abandonment of the existing water system. This shall include all labor, material and equipment necessary for removal of valves, valve pads, blowoffs, existing meter boxes, fire hydrants and other miscellaneous items. 27. Roadway Removal/Replacement: Measurement and Payment shall be per lineal foot of roadway removal and patching necessary for installation of the new water main and water services. (It shall also include asphalt pathway.) It shall include all labor, material and equipment necessary for excavations, backfilling, compacting, installation of flowable fill, base material and asphalt patch. Note asphalt overlay is provided for separately. 28. Sidewalk Removal/Replacement: Measurement and Payment shall be per square yard of sidewalk removal and replacement by type. It shall include removal of existing asphalt and base material, compaction of subgrade, installation and compaction of baserock and new asphalt toping. 29. Asphalt Overlay: Measurement and Payment shall be per square yard of asphalt overlay. It shall include all labor, material and equipment necessary for installation of an asphalt overlay. It shall include all pavement preparation including leveling course at patches, milling as needed at termination points, pavement overlay and temporary and permanent restoration of striping and pavement markings. 30. Driveway Removal/Replacement: Measurement and Payment shall be per square yard of driveway removal and replacement necessary for water main installation by type. It shall include all labor, material and equipment necessary for the demolition of the existing surface and upon installation of the new main the installation of a replacement surface to match the existing. Existing gravel driveway shall be removed and replaced with asphalt to the Right-of-Way. Paver drives shall utilize existing pavers in the reconstruction. Decorative driveway finishes shall be replaced to match existing as closely as possible. This shall include painted and embossed driveways. Contractor shall coordinate with property owner during driveway closures. 31. Temporary Striping: Measurement and Payment shall be per lump sum. Temporary striping shall be painted in accordance with FDOT specification. No reflective pavement markers shall be required with temporary striping. It shall include all labor, material and equipment for surface preparation, striping and cleanup. A pre-striping conference shall be held with County DOT. G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 114 ., 32. Thermo Striping: Measurement and Payment shall be per lump sum. Permanent striping shall be thermoplastic in accordance with FDOT specification. Reflective pavement markers shall be installed with striping. It shall include all labor, material and equipment for surface preparation, striping and cleanup. 33. Sewer Lateral Adjustment: Measurement and Payment shall be per lineal foot for the adjustment of existing sewer laterals due to conflicts with the proposed water main. This may be from the existing main to the property line. It shall include all excavation, new lateral installation, backfilling, compacting and surface restoration. 34. Sewer Cleanout: Measurement and Payment shall be per each sewer cleanout replacement due to conflicts with the proposed water main. It shall include all excavation, new cleanout construction, connection to existing service, backfilling, compacting and surface restoration. 35. Unsuitable Soil Removal/Replacement: Measurement and Payment shall be per cubic yard (CY) for the removal and replacement of unsuitable soil material. The Subsurface Report has identified several potential locations where it may be necessary for replacement. This replacement shall be authorized by the County Inspectors. It shall include all excavation, miscellaneous shoring, disposal and replacement with suitable material. 36. Miscellaneous Contingencies Allowance: Measurement and Payment shall be on a time and material basis under a lump sum price is agreed upon prior to work being performed. A work directive or change order shall be issued prior to the work being completed. This shall be for unanticipated work only due to unforeseen conditions. G:\PROJ-ENG\C\CCU 143\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 11A EXHIBIT K: PERMITS Supporting documents found at: http://bid.colliergov.net/bid/ and titled: FDEP Permit 1 1 A EXHIBIT K PERMITS The following Permits for the Project have already been obtained by Collier County or are the Contractor's responsibility to obtain, as noted below. Copies of all obtained Permits shall be made available to the Contractor. It shall be the Contractor's responsibility to read and understand all Permit and Permit Conditions. 1. FDEP General Permit for Water Main Construction—obtained by County. 2. Collier County Right-of-Way Permit — obtained by Contractor (with Assistance from County, County to pay fees.) 3. FDEP Stormwater Permit—obtained and paid by Contractor G:\PROJ-ENG\C\CCUI43\08CDocs\01Bidding-Addenda-COs-Corr\Bid Document.docx 1i14 i ' ,,OtE{tl FLORIDA DEPARTMENT OF RICK SCOTT so. ENVIRONMENTAL PROTECTION GOVERNOR South District Office EA*'' ,Frc P.O.Box 2549 Fort Myers,FL 33902-2549 HERSCHEE'1.VINYARD JR. Y SECRETARY June 19, 2013 Notification of Acceptance of Use of a General Permit Permittee: Permit Number: 319332-001-DSGP Collier County Issue Date: June 19, 2013 Tom Chmelik, Director Expiration Date: June 18,2018 3301 E. Tamiami Trail, Bldg H County: Collier Naples, FL 34112 Project Name: Naples Park Water Main TomChmelik @colliergov.net Replacement- 93rd & 94th Avenue Water Supplier: Collier County Regional WTP PWS ID: 5114069 Dear Mr. Chmelik: On June 11, 2013, the Florida Department of Environmental Protection received a "Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs" [DEP Form No. 62-555.900(7)], under the provisions of Rule 62-4.530 and Chapter 62-555, Florida Administrative Code (F.A.C.). The proposed project includes 765 Linear Feet(LF) of 8-inch PVC CL200 Water Main (WM), 10,215 LF of 8-inch PVC CL 150 WM, 60 LF of 6-inch PVC CL200 WM,4 PERM BSV, 19 Temp BSV, 9 ARV's, 22- 6-inch GV, 23-8-inch GV, 2-12-inch GV and 14 fire hydrants. Based upon the submitted Notice and accompanying documentation, this correspondence is being sent to advise that the Department does not object to the use of such general permit at this time. Please be advised that the permittee is required to abide by Rule 62-555.405, F.A.C., all applicable rules in Chapters 62-4, 62-550, 62-555, F.A.C., and the General Conditions for All General Drinking Water Permits (found in 62-4.540, F.A.C.). When any existing asbestos cement(AC) pipes are replaced under this permit, the permittee shall do so in accordance with the applicable rules of the Federal Asbestos Regulation and Florida DEP requirements. For specific requirements applicable to AC pipes, the permittee should contact the Air and Waste Management section managers prior to commencing any such activities at(239) 344-5600. Please be aware that a notification is required to be submitted to the Department for a regulated project. tiiv v.dep state t1.us It Permittee: DEP File No.: 5114069 Collier County 319332-001-DSGP Tom Chmelik, Director Page 2 The permittee shall comply with all sampling requirements specific to this project. These requirements are attached for review and implementation. Pursuant to Rule 62-555.345, F.A.C., the permittee shall submit a certification of construction completion [DEP Form No. 62-555.900(9)] to the Department and obtain approval, or clearance,from the Department before placing any water main extension constructed under this general permit into operation for any purpose other than disinfection or testing for leaks. Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service in total by the Department, both the permittee and the proposed permittee shall sign and submit an application for transfer of the permit using Form 62-555.900(8), F.A.C., with the appropriate fee. The permitted construction is not authorized past the 30-day period unless the permit has been transferred. This permit will expire five years from the date of issuance. If the project has been started and not completed by that time, a new permit must be obtained before the expiration date in order to continue work on the project, per Rule 62-4.030, F.A.C. Sincerely, .r r ..,c--4 Ab ul B. Ahmadi, Ph.D., P.E. Engineering Permitting Administrator ABA/BTS/isc cc: David W. Schmitt, P.E. dschmitt(4radyminor.com Ajaya Satyal, FDEP, ajaya.satyal(a�dep.state.fl.us hA I Permittee: DEP File No.: 5114069 Collier County 319332-001-DSGP Tom Chmelik, Director Page 3 A Civil Penalty May Be Incurred if this project is placed into operation before obtaining a clearance from this office. Requirements for clearance upon completion of projects are as follows: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62-555.900(9) Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation. 2) Record Drawings,if deviations were made Submission of the portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings and specifications, if there are any deviations from said permit(Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.). 3) Bacteriological Results Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction,from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62- 555.315(6), 62-555.340, and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651-92, as follows: • Connection to an existing system • The end point of the proposed addition • Any water lines branching off a main extension • Every 1,200 feet on straight runs of pipe Each location shall be sampled on two consecutive days,with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. 4) Pressure Test Results Copy of satisfactory pressure test results demonstrating compliance with AWWA Standard requirements. For further clarification contact: Bennie T. Shoemaker; 2295 Victoria Avenue,Suite 364, Fort Myers, FL 33902; (239)344-5693 and/or Email: Bennie.Shoemaker @dep.state.fl.us 1 . A EXHIBIT L STANDARD DETAILS Plans and specification prepared by Q. Grady Minor & Associates, P.A. and identified as follows: Naples Park Watermain Replacement 93`d and 94th Avenues as shown on Sheets 1 through 28. DRAWING NO. DESCRIPTION 1. COVER SHEET and INDEX of DRAWINGS 2. GENERAL NOTES 3. AERIAL PHOTOGRAPH and KEY MAP 4. PLAN and PROFILE - 93rd AVENUE (STA. 0+00 to STA.5+50) 5. PLAN and PROFILE - 93rd AVENUE (STA. 5+50 to STA.11+00) 6. PLAN and PROFILE- 93rd AVENUE (STA.11+00 to STA.16+50) 7. PLAN and PROFILE - 93rd AVENUE (STA. 16+50 to STA.22+00) 8. PLAN and PROFILE - 93rd AVENUE (STA. 22+00 to STA.27+50) 9. PLAN and PROFILE - 93rd AVENUE (STA. 27+50 to STA.33+00) 10. PLAN and PROFILE - 93rd AVENUE (STA. 33+00 to STA.38+50) 11. PLAN and PROFILE - 93rd AVENUE (STA. 38+50 to STA.44+00) 12. PLAN and PROFILE - 93rd AVENUE (STA. 44+00 to STA.49+50) 13. PLAN and PROFILE - 93rd AVENUE (STA. 49+50 to STA.52+47) 14. PLAN and PROFILE - 94th AVENUE (STA. 0+00 to STA.5+50) 15. PLAN and PROFILE - 94th AVENUE (STA. 5+50 to STA.I 1+00) 16. PLAN and PROFILE - 94th AVENUE (STA.11+00 to STA.16+50) 17. PLAN and PROFILE - 94th AVENUE (STA. 16+50 to STA.22+00) 18. PLAN and PROFILE - 94th AVENUE (STA. 22+00 to STA.27+50) 19. PLAN and PROFILE - 94th AVENUE (STA. 27+50 to STA.33+00) 20. PLAN and PROFILE- 94th AVENUE (STA. 33+00 to STA.38+50) 21. PLAN and PROFILE - 94th AVENUE (STA. 38+50 to STA.44+00) 22. PLAN and PROFILE - 94th AVENUE (STA. 44+00 to STA.49+50) 23. PLAN and PROFILE - 94th AVENUE (STA. 49+50 to STA.52+47) 24. PLAN and PROFILE - 7th STREET (STA 0+00 to STA.5+00) 25. PLAN and PROFILE - 7th STREET(STA. 5+00 to STA. 9+90) 26. WATER DETAILS 27. STORM WATER PROTECTION &MISC. DETAILS 28. MAINTENANCE OF TRAFFIC DETAILS G:\PROJ-ENG\C\CCU 143\08CDocs\01 Bidding-Addenda-COs-Corr\Bid Document.docx 11A EXHIBIT M: PLANS AND SPECIFICATIONS Supporting documents found at: http://bid.colliergov.net/bid/ and titled: Construction Plans As \A ilifi'— 111; m —i z co co (,) -o -o 0 at, NNN (D L'al. N V CD l wwm = cam o CD c&'F<< IV T w —I K(CI p L-4mm N r— m w sN c = m NNW 3w -0 3 C0 c III N CJt ,7)..., p '< CD - - 0 c p ° f'1` 0)0 y (D K n7 11i roc Cu 1:3 a • m m Mme+ • W CD _ P:i 0 N Nom` 00 �+ C rW', �� 5 ,� ��. z AB® s�v 5 o = Izi i�r11H.�R,� Es �' o .8 tts Ai g b r CD 1 : 00 N .p O Mme-'• em+- C4 rn z N - 9 i µ p J f i CO �. R, ` N N 0 wgpi D3`.< 00 lin fag C CD N 0 fat 1 E F ! 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HEEI1R @ a# INSEk •1 _yl ogl l 1A7CHUATION,2 6 l R COW FO z 4, 1 1 FiRR o 11 g Q� E' 51 Pke �$ L e; s S I IE N 4 m>v y o! "1i iigl 1 %1I'1415 ' c\vmti f..[\c\auiu\oiv.csW..mrittvc\sv�__�,..______ n s/.so/mss lo Tv w. 114 i . _ z �ceerfCiBR 13!111 d R A 4 iQ ,1; 1 ill:a°!t 5 e ,- _„„t„„,. „,,,,t ,li„,,,.,„i - ;;EINSill + o �kyP Iti to N > o, aP I, IN € ¢ 8p MATCNUATI STA.11+00 P Pig; FOR CONTINUATION SEE SHEET IS R11 4 _ F 811' 1 �gE €g @ 4 k 1 g O Fl •Igg }, `it I " s " 3 a �g 9 ; a 511/' 011'1 4 "'' 't t I \i m' R ;„ .-oft= s '': 4 al 1 '1 11 A p a 3 , i i d °# =3P RI T i 8 5 $ € s ^@ $ 'ins a € \ r.. I r �fE � ,.x5 I � �to I r_ �� 1 c .. a "A�.: 1 . ■€r II., -6 r € i 11 1 Cdr I' jt j I -_ B �€ ■ II', d i f r ,1 gd7 g „ g rRd Y° lu£ „ f f II �k Pi 8 I $s ;� G j1 ..f it E 1 $ y 2 12.°a € A.. h LJ 5 if E 5 9 � R y f]il y M �6'`L `' '".a F 4 R L Te 1 f Y. °;4 I'''''-': 1--N- � FR _ 5?IIS3TZL�6.00 7R'. 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II 4 r iv 5E,gag IF s� ® 8 s ga $ .Z °g �a , g 3 'ag Pik `�a. g ISnt U 0 F 3 .a Sa.� ..3 ZI ti S ©�og sr $ I y `••" a a d 1° mq _ _o $ a 3sa is a. s T m >'g• m ay - R, • i Q $. R$ Y 83 aO -n $`3 S 12 °y g 11 I I£• i ; im , 2 4•K° g„ 'yg� a :a ° ° goffl ,o g gf v oa°98a. P a€ °:;g ^i Pa I Z Op °' ° $ .� ee°s tli - 4a .a R 4R QyR - Z z> 3i 1 .�z °3;.s 5 Via; .. L g- g- t1 Nr' s o a$ Y ^8Ra S 3 2,5.249 D Z b 3 $ 1 N a•g a i vas .g y33i 1 _ n R' § • 8 $ g g i gl i m e ., ppCCCC L�° a h 5 ._; - i a ;p � �il Q a' a 05. S=R gL G vp . 0 a $R CI a iAll f$3 ii a I •i sg}48 sT°7°- 6 C -._g -Of y ,Eh .3iaR �F6 Eu° g n 2 §'a`3%• Fig s g VAR Xm a ° r 9� s =a-sg a 9 : PI 3y *Iii f E 1 1 A EXHIBIT N: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT Name Personnel Category Tony Recchia Construction Superintendent Arnold Recchia Project Manager