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Backup Documents 01/11/2011 Item #10C10C MEMORANDUM Date: February 2, 2011 To: Brenda Brilhart, Purchasing Agent Purchasing Department From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Contract #10 -5595 "Coronado Parkway and Hunter Blvd. Median, Curb and Landscape Installation' Contractor: Bonness, Inc. (Part One - Curbing) Attached is one (1) original contract, referenced above (Item #10C) approved by the Board of County Commissioners on January 11, 2011. The second original contract has been held in the Minutes and Records Department for the Board's official record. If you should have any questions, please contact me at 252 -8406. Thank you. Attachment Coder Coulity Adninistrative Services Division Purchasing % 1 ITEM NO.: FILE NO.: 1 ROUTED TO: 10C I Pt rchasing Department .,A 3327 Tamiami Trail East Na )les, Florida 34112 Te ephone: (239) 252 -60 O 88 , Ft X (239) 252 -6592 E sail: BrendaReaves a()collieraov.net w m.collieraov.netlourchasina DATE RECEIVED: V DO NOT WRITE Request for Legal Services Date: Jan 2011 To: Scott ch puty County Attorney From: Brenda Reaves ontractJPurchasing Technician — For Brenda Brilhart Subject: Solicitation # 10 -5595 "Coronado Parkway & Hunter Blvd. Median, Curbing & Landscape Installation Contractor: Bonness, Inc. BACKGROUND OF REQUEST: This contract was approved by the BCC on January 11, 2011, Agenda Item 10.C/ 7 This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me at the telephone number or email address above. Purchasing would appreciate notification when the documents exit your office. Thank you, Brenda Reaves — x6020 l G /Acquisitions /AgentFormsa nd Letters /RiskMg mt Reviewofl n s u ra n ce4/15/2010/16/09 10C RLS# 1 t CHECKLIST FOR RMEWING CONTRACTS Entity Name: _ 1�d , Entity name correct on contract'? Yes No _ Entity registered with FL Sec. of State? Yes No Insurance Insurance Certificate attached'? Insured registered in Florida? Contract # & /or Project referenced on Certificate? Certificate Holder name correct (BCC)? Commercial General Liability General Aggregate Required $_ Products /Compl /Op Required $ Personal & Advert Required $ Each Occunence Required $ M Fire /Prop Damage Required $ Automobile Liability Bodily Inj & Prop Required $ In, t 1 Workers Compensation Each accident Required $_Vr'A" Disease Aggregate Required $_ d, Disease Each Empl Required $_U Umbrella Liability es No ,�Yes No s No _Yes - -- - -No Provided $ 2m_s_ A Provided $ to t i Provided $ \)n � � I Provided $ t< t t Provided Provided $ (5 �I Provided $_1 s,I_ Provided $ t t t _ Provided $✓ t t__ Each Occurrence Provided $ �N Aggregate Provided $ u t Does Umbrella sufficiently cover any underinsured portion? Professional Liability Exp. Date _—G] j Exp. Date Exp. Date At I / Exp. Date Exp. Date Exp Date >. I Exp Date _ Exp Date Exp Date _ Exp Date G s I Exp Date t t t _ Yes No Each Occurrence Required $ Provided $ _ _ _ Exp. Date Per Aggregate Required $ Provided $ Exp. Date Other Insurance Each Occur Type:__ _ _ Required $_ Provided $___ Exp Date County required to be named as additional insured? es No County named as additional insured? — Yes No Indemnification Does indemnification meet County standards? Yes o Is County indemnifying other party? Yes No Performance Bond Bond in requirement referenced contract? Yes No If attached, expiration date of bond Does dollar amount match contract ?t1 6u 9 $ S. es No Agent registered in Florida? r _ Yes No Signature Blocks Correct executor name in signature block? Correct title of executor? Executor authorized to sign for entity? Proper number of witnesses /notary? Authorization for executor to sign, if necessary: Chairman's signature block? Clerk's attestation signature block? County Attorney's signature block? Attachments Are all required attachments included? i No No No No No No No -___No Reviewer Initials: Date: 04LOA- 0107012 I Memorandum 10C Purchasing Department 3327 Tamiami Trail East Naples, Florida 34112 Telephone: (239) 252 -6020 FAX: (239) 252-6592 Email: BrendaReavesncolliergov.net www.colliergov.net/lourchasing, Subject: Solicitation # 10 -5595 "Coronado Parkway & Hunter Blvd. Median, Curbing & Landscape Installation Date: January 27, 2011 From: Brenda Reaves, ontract/Purchasing Technician— For Brenda Brilhart To: Ray Carter, Risk Manager This Contract was approved by the BCC on January 11, 2011, Agenda Item 10.0 The County is in the process of executing this contract with Bonness, Inc. The insurance requirements are listed in Exhibit B Please review the Insurance Certificate(s) for the referenced Contract. • If the insurance is not in order please contact the vendor /insurance company to obtain a proper certificate. Once you receive the proper certificate(s), please acknowledge your approval and send to the County Attorney's office via the attached Request for Legal Services. • If the insurance is in order please acknowledge your approval and send to the County Attorney's office via the attached Request for Legal Services. If you haves questions, please contact me at the above referenced information. Date (Please route to County Attorney via attached Request for Legal Services) JAN 21 2011 "a. "I G/Acq u is it io ns/Agen tForms and Letters /R iskMgmtReviewofI nsu ran ce4 /15/2010/16/09 l0C MausenGeorgina From: CarterRaymond Sent: Friday, January 28, 2011 11:03 AM To: ReavesBrenda Cc: HerreraSandra; MausenGeorgina Subject: Contract 10 -5595 "Coronado Parkway & Hunter Blvd., Median, Curbing & Landscape Installation" All I have approved the Payment and Performance Bonds in addition to the certificate(s) of insurance provided by Bonness, Inc. for contract 10 -5595. The contract will now be forwarded to the county attorney's office for their review. Thank you, Ray RMV C At4M YL Manager Risk Finance Collier County Board of County Commissioners 3301 East Tamiami Trail Naples, FL 34112 Office 239 - 252 -8839 Mobile 239 - 821 -9370 Under Florida Law, e-mail addresses are public records. If you do not want your a -mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. www.sunbiz.org - Department of State Home Contact Us Previous on List Next on List E- Filing Services No Events No Name History Detail by Entity Name Florida Profit Corooration BONNESS, INC. Filing Information Document Number F19249 FEI/EIN Number 592055219 Date Filed 02/04/1981 State FL Status ACTIVE Principal Address 1990 SEWARD AVE NAPLES FL 34109 US Changed 07/01/2002 Mailing Address Return To List 1990 SEWARD AVE P O BOX 9140 NAPLES FL 34101 US Changed 04/22/1998 Registered Agent Name & Address BAILIE, KATHLEEN M 1990 SEWARD AVE NAPLES FL 34109 US Name Changed: 01/18/2006 Address Changed: 04/22/1998 Officer /Director Detail Name & Address Title ST BARATTA, JANE E 4951 BONITA BAY BLVD UNIT 504 BONITA SPRINGS FL 34134 Title D BONNESS, JOSEPH D III 6830 SANDALWOOD LN NAPLES FL 34109 Title D JANCO, JEFF D Document Searches 1 O C Pagel of 3 Forms Help Entity Name Search Submit http://www.sunbiz.org/scripts/cordet.exe?action=DETFIL&inq_doe number—F 19249 &inq... 1/31/2011 10C • r . 1 C Y" r Y. i Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation COLLIER COUNTY BID NO. 10 -5595 COLLIER COUNTY, FLORIDA Design Professional: McGee & Associates Purct a, N DeFa Tent • 3301 Taman Trail East • Naples, Honda 34112 - w .codGergov,netpumhnng 10C 1 TABLE OF CONTENTS A. PUBLIC NOTICE /LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Standard Details (if applicable) EXHIBIT M: Plans and Specifications prepared by McGee & Associates and identified as follows: Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation as shown on Plan Sheets 1 through 106. EXHIBIT N: Contractor's List of Key Personnel 10 wa� PUBLIC NOTICE INVITATION TO BID Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation COUNTY BID NO. 10 -5595 Separate sealed bids for the construction of Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 17th day of November 2010, at which time all bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. It is the intent of the County to award to two firms: 1) curbing and median and 2) landscape installation. A non - mandatory pre -bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 2:00 p.m. LOCAL TIME on the 27th day of October 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County Government, Collier County, Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, Bid No. 10 -5595 and Bid Date of November 17, 2010. No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule (GC -P -1 through 13) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Purchasing Department E- Procurement website: www.colliergov.net/bid. Copies of the Bidding Documents may be obtained only from the denoted website. Bidding Documents obtained from sources other than the Collier County Purchasing Department website may not be accurate or current. Each bid shall be accompanied by a certified or 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 fifteen (15) calendar days after the receipt of the Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. GC -PN -1 10 C 1 The Successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed 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(s) shall be required to finally complete all Work within one hundred and sixty (160) calendar days for Phase I, Median and Curbing and Phase II Landscape Installation within one hundred and forty (140) 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 18th day of October, 2010. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Stephen Y. Carnell, C.P.M. Purchasing and General Services Director GC -PN -2 10C 1 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and /or monitoring the construction of the project. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of his /her duties specified in the Contract Documents to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages GC -P -1 to GC -P -15 as bound in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk /CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the G C -I B -1 10C 1 location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. Section 3. Bid Deposit Requirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the 'Bid Deposit'). The Bid Deposit shall be retained by Owner as liquidated damages if the Successful Bidder fails to execute and deliver to Owner the unaltered Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award to the Successful Bidder said alternates at a later time but no later than 120 days from opening, unless otherwise agreed by the Purchasing Director and the Successful Bidder. 3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form attached and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reject Bids 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the GC -I B -2 10C " 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 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. GC -I B -3 10C !J. 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. 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. GC-10-4 10 C "11 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(s) 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. It is the intent of the County to award to two firms: 1) curbing and median and 2) landscape installation. 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 GC -I B -5 their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a 'local business" under this section. When a qualified and responsive, non -local business submits the lowest price bid, and the bid submitted by one or more qualified and responsive local businesses is within ten percent (10 %) of the price submitted by the non -local business, then the local business with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity to submit, an offer to match the price(s) offered by the overall lowest, qualified and responsive bidder. In such instances, staff shall first verify if the lowest non -local bidder and the lowest local bidder are in fact qualified and responsive bidders. Next, the Purchasing Department shall determine if the lowest local bidder meets the requirements of Section 287.087 F.S. If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing Department shall invite the lowest local bidder to submit a matching offer to the Purchasing Department which shall be submitted within five (5) business days thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid from the lowest non -local bidder tendered previously, then award shall be made to the local bidder. If the lowest local bidder declines or is unable to match the lowest non local bid price(s), then award will be made to the lowest overall qualified and responsive bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S. and the lowest non -local bidder does, award will be made to the bidder that meets the requirements of the reference state law. Bidder must complete and submit with their bid response the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a Bidder to submit this Affidavit with their bid response will preclude said Bidder from being considered for local preference on this solicitation. A Bidder who misrepresents the Local Preference status of its firm in a bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. The County may, as it deems necessary, conduct discussions with responsible bidders determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. 12.4 Certificate of Authority to Conduct Business in the State of Florida (FL Statute 607.1501) In order to be considered for award, firms submitting a response to this solicitation shall be required to provide a certificate of authority from the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 (www.sunbiz.org /search.htm]). A copy of the document shall be submitted GC -I B -6 l0C with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act ", Collier County will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. G C -I B -7 10C 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004 -05, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and /or firm for cause. Section 17. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "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." CKIEI:II 3 10C 11 CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation BID NO. 14 -5595 Full Name of Bidder Bonness Inc. Main Business Address 1990 Seward Avenue Place of Business Naples, FL 34109 Telephone No. (239)597 -6221 Fax No.(239)597 -7416 State Contractor's License #CBC059904 State of Florida Certificate of Authority Document Number 1719249 Federal Tax Identification Number 59- 2055219 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points, and in the case where further decimal points are inadvertently provided, rounding to two decimal points will be conducted by Purchasing staff. NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your bid pages. GC -P -1 10C , BID SCHEDULE Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation Bid No. 10 -5595 Bid Schedule Provided in Separate File Because of the two phases, this may be awarded to two vendors: 1. Phase I: Median & Curbing Installation 2. Phase II: Landscape Installation GC -P -2 10C MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON- RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and /or material is proposed and listed below and is not approved by Engineer /Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this 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: _B ss Inc. Signature: �/.��t_ Date: 11/17/2010 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: GC -P -3 Date: 10C 1 LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON - RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are "qualified" (as defined in Ordinance 87 -25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non - compliant or non - qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove /replace any Subcontractor, at no additional cost to Owner, which is found to be non - compliant with this requirement either before or after the issuance of the Award of Contract by Owner. (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work Directional Bore 2. Pavers 3. Electrical a 5. Company: Sonness GC -P -4 Subcontractor and Address Itran Partners 1895 Seward Ave, Naples, 34109 Custom Brick Systems 681 15t' St SW, Naples, 34117 Itran Partners 1895 Seward Ave, Naples, 34109 Date: 11/17/2010 10C t­4 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 1. City Gate — Collier County 2. Regal Acres- Collier County 3. Bonita Beach Rd -Lee County 4. West Retta Esplanade - City of Punta Gorda 5. Naples Center — Collier County 6. Sunshine Blvd /Lee Blvd Lee County Dated 11/17/2010 Reference Ron Rice, Owner (239)598 -5270 Nick Kouloheras, Habitat for Humanity (239)775 -0477 Eyra Cash, P.E. (239)533 -8562 Steve Padgett — Project Manager (941) 575 -3308 Stan Flack — The Sembler Co (727)384 -6000 Eyra Cash, P.E. (239)533 -8562 Bonness Inc. Bidder BY: Q - z5x-_ (zl� GC -P -5 1. 2. 3. 4. 5. 10C rI TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90 -96, Laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Unit Unit Extended Measure Measure (Quantity) Cost Cost (Description) L( F,SY) N/A TOTAL $ N/A Failure to complete the above may result in the Bid being declared non - responsive. Dated 11/17/2010 Bonness Inc. Bidder BY: � 1 o GC -P -6 Ca��ev Crox�ety Administrative Services Division Purchasing 10C Affidavit for Claiming Status as a Local Business Bid #: 10 -5595 - Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation (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: 29 Number of Employees (Including Owner(s) or Corporate Officers):119 Number of Employees Living in ® Collier County or ❑ Lee (Including Owner(s) or Corporate Officers):62 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. Vendor Name: Bonness Inc. Date: 11/17/2010 Collier or Lee County Address: _1990 Seward Avenue, Naples, FL 34109 Signature: !�:l Title: Corporate or Secretary/Treasurer STATE OF FLORIDA ® COLLIER COUNTY ❑ LEE COUNTY Sworn to and SubscrilAd Before Me, a Notary Public, for the above State and County, on this _17th Day of November, 2010. !/ J1 n„ JUNNE CAM U Notary Public * * MYGMSSMIDD904324 r^� EXPIRES: August 4120113 My Commission Expires: t OG� % �i eQn�e° BondedTluu Budget Nola) Savka (AFFIX OFFICIAL SEAL) GC -P -7 10C I ct u C O U 7z t� cd 0 U j o F-1 c w O ° r^ VC: V1 �o Id V w Y W c p CD �m Q 1 1 ct o T v r� Z V Y Z O 0 'fit °hr vt O r O a { Y U C � M L • r a Y \✓ L U t � Fry, °- Y 3 � �VT �1 Lj c LU o° � v v =m cz Y o L ° Z lT / ^) c �y ` V v ` � V • � O Q � l CheckView Co. File # Clock Number OBK 00480067 Worked In Dept: Home Dept: 000004 Bonness, Inc Earnings Code Field # Regular 13 - Auto Allowance 3 AAD - Holiday 3 Gross. Pay Deductions Statutory Federal Income Tax Social Security Medicare Net Pay Memos Other 13 - Auto Allowance CK1 -Checking 126 - Health Insuranc Code Y - Max Elig/comp 10C lage I of I Earnings Statement Period End: 11/27/2010 Pay Date: 12103/2010 David W Crosby Court Naples, FL 34104 Hours Amount 24.00 WKIR, Amount 228.70 Amount Amount 1oc 11 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 specific consecutive calendar days (see table below), 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 after Substantial Completion, computed by excluding commencement date and including the last day of such period. Description Substantial Days Final Completion Days Phase I: Curbing and Median 140 160 Phase II: Landscape Installation 120 140 Respectfully Submitted: State of Florida County of Collier Jane Baratta , 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. Jane Baratta , 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. GC -P -9 10C (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 _Bonness Inc. and the full names of its officers are as follows: President Kathleen M. Bailie Secretary Jane Baratta Treasurer Jane Baratta Manager. The Corporate Secretary/Treasurer is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken a °h " °a GOPY of ::hiGh is herete attached (strike out this last sentence if not applicable). (b) Co- Partnership The Bidder is a co- partnership consisting of individual partners whose full names are as follows: The co- partnership does business under the legal name of: (c) Individual The Bidder is an individual whose full name is operating under a trade name, said trade name is DATED 11/17/2010 GC -P -10 Bonness Inc. legal entity BY: Jane Baratta Name of Bidder (Typed) Si nature Corporate Secretary/Treasurer Title and if 10C STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me this 17th day of November, 2010, by Ta4t.y lira A. as of uN(.ss :rwo a EL — corporation, n behalf of the corporation. Mee /she is personally known to me or has produced (did not) take an oath. My Commission Expires: �r x013 JEA M WNES Nl' COMOSIDN I DDOW4 EXPIRES: August 4,2013 enF� BondedtlxuNefy Bmim� (AFFIX OFFICIAL SEAL) NAME: GC -P -11 as identification and did rignature k2 =!d i, w (Legibly Notary Public, State of Commission No.: d Q 0,q SIA4 10C `" BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Bonness Inc. (herein after called the Principal) and Fidelity and Deposit Company of Maryland , (herein called the Surety), a corporation chartered and'existing under the laws of the State of Maryland with its principal offices in the city of Schaumhurp IL and authorized to do business in the State of Florida are held and firmly bound unto the The Board of County Commissioners of Collier County FL (hereinafter called the Owner), in the full and just sum of Five Percent of Amount Bid -- — dollars ($_V ofAmLlm - -- ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation Bid No. 10 -5595 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 $ 5% of amt Bd noted above as liquidated damages, and not as a penalty, as provided in the Bidding Documents,.then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 17th day of November 2010. m Principal (Seal) t� Surety —� L t. &l (Seal) Eileen C. Heard, Attorney -in -fact and Countersigned Florida Licensed Resident Agent Local Resident Producing Agent for_ Fidelity and Deposit Company of Macvland GC -P -12 EXPERIENCE the POWER of PARTNERSHIP @Lykes Insurance 10C I Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, corporations of the Snvu ary land, by WILLIAM J. MILLS, Vice President, and GERALD F. HALEY, Assistant Secretary, in purs, �e � Mranted by Article Vl, Section 2, of the By -Laws of said Companies, which are set forth on �s Ys he'm -o n reby certified to be in full force and effect on the date hereof, does hereby nomina t' t po O, JR., Tanya L. RUSSO, Peter A. THOMSON, Eileen C. HEAL a, Florida, EACH its true and lawful agent and Attorney -in -Fact, t^ \cU d dpAv its behalf as surety, and as its act and deed: any and all bonds and un talN x fn6Orrds or undertakings in pursuance of these presents shall be as binding upon i6s as i�� a intents and purposes, as if they had been duly executed and acknowledged by th e arl elet�$\` rs of the Company at its office in Baltimore, Md., in their own proper persons. This power of attom��&A issued on behalf of Richard P. RUSSO, JR., Tanya L. RUSSO, Peter A. THOMSON, Eileen C. HEARD, da�e�-iviarch 17, 2010. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice - President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this 21st day of April, A.D. 2010. ATTEST: 'co nrrosr �i'wY,� r may` ; BBAL Wni M, State of Maryland Iss: City of Baltimore FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY Gerald F. Haley Assistant Secretary By: William J. Mills Vice President On this 21st day of April, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM 1. MILLS, Vice President, and GERALD F. HALEY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly swom, severally and each for himself deposeth and saith, that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Constance A. Dunn Notary Public My Commission Expires: July 14, 2011 POA -F 031 -3055A 10C C ,107r County Immigration Affidavit Certification Adrivnistratae Services Diatsion Purchaang Bid #:10-5595 Title: Coronado Parkway /Hunter Blvd. Median, Curbing & Landscape Installation 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. Failure to include this Affidavit with proposal will delay in the consideration and reviewing of vendor's proposals and could result in the vendor's proposal being deemed non - responsive. Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ( "INA "). Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequentAmendment(s)) and agrees to abide by Collier County Employment Eligibility Verification System requirements regarding this solicitation. Company Name Bonness Inc. Print Name Jane Baratta Title Corporate / Secretary/Treasurer Signature Q�u Date 11/17/2010 STATE OF _FLORIDA_ COUNTY OF COLLIER The foregoing instrument was signed and acknowledged before me this _17th day of November, 2010, by (Print or who has produced y`+ as identification Number) "" " "M MIRNES * MYCORMSSIONtDDWMAI EXPIRES: August 41,203 �'�'orn�\oe aadadTlau ow"t Notary $W*" �T uuix,2, et2rn � Printed Name of Notary Public D Ago ��a 4 � tt -4- 3 Notary Commission Number /Expir on The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Collier County reserves the right, at any time, to request supporting documentation as evidence of the vendor's compliance with this sworn affidavit. GC -P -8 10C I E-Verify- aw,o �'fSTt� C -tLCeY i 6CAY[G2 >i Ltll Company ID Number. 228379 THE E- VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement between the Department of Homeland Security (DHS) and Bonness Inc. (Employer) regarding the Employer's participation in the Employment Eligibility Verification Program (E- Verify). This MOU explains certain features of the E- Verify program and enumerates specific responsibilities of DHS, the Social Security Administration (SSA), and the Employer. E- Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of the Employment Eligibility Verification Form (Form 1 -9). For covered government contractors, E- Verify is used to verify the employment eligibility of all newly hired employees and all existing employees assigned to Federal contracts. Authority for the E -Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104 -208, 110 Stat, 3009, as amended (8 U.S.C. § 1324a note). Authority for use of the E -Verify program by Federal contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility Verification ", of the Federal Acquisition Regulation (FAR) (hereinafter referred to In this MOU as a "Federal contractor ") to verify the employment eligibility of certain employees working on Federal contracts is also found in Subpart 22.18 and in Executive Order 12989, as amended. ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF SSA 1. SSA agrees to provide the Employer with available information that allows the Employer to confirm the accuracy of Social Security Numbers provided by all employees verified under this MOU and the employment authorization of U.S. citizens. 2. SSA agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E- Verify program. SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA representatives to be contacted during the E- Verify process. 3. SSA agrees to safeguard the information provided by the Employer through the E- Verify program procedures, and to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security Numbers and for evaluation of the E- Verify program or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). page 1 of 13iE Venfy MOU fcr EmployeriRevlsion Dale 10t29'00 10C c \� i E-Verify R g �+ o RY ca' 1 A 51 M41iL ! atL Company ID Number. 228379 4. SSA agrees to provide a means of automated verification that is designed (in conjunction with DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of U.S. citizens' employment eligibility within 3 Federal Government work days of the initial inquiry. 5. SSA agrees to provide a means of secondary verification (including updating SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of U.S, citizens' employment eligibility and accuracy of SSA records for both citizens and aliens within 10 Federal Government work days of the date of referral to SSA, unless SSA determines that more than 10 days may be necessary. In such cases, SSA will provide additional verification instructions. B. RESPONSIBILITIES OF DHS 1. After SSA verifies the accuracy of SSA records for aliens through E- Verify, DHS agrees to provide the Employer access to selected data from DHS's database to enable the Employer to conduct, to the extent authorized by this MOU: • Automated verification checks on alien employees by electronic means, and • Photo verification checks (when available) on employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E -Verify, program. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E- Verify process. 3. DHS agrees to provide to the Employer a manual (the E- Verify User Manual) containing instructions on E- Verify policies, procedures and requirements for both SSA and DHS, including restrictions on the use of E- Verify. DHS agrees to provide training materials on E- Verify, 4. DNS agrees to provide to the Employer a notice, which indicates the Employer's participation in the E -Verify program. DHS also agrees to provide to the Employer anti- discrimination notices issued by the Office of Special Counsel for Immigration - Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that permits the Employer to verify information provided by alien employees with DHS's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer, and to limit access to such information to individuals responsible for the verification of alien employment eligibility and for evaluation of the E- Verify program, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security Numbers and employment eligibility, to enforce the Immigration and Nationality Act (INA) and Federal criminal laws, and to administer Federal contracting requirements. 7. DHS agrees to provide a means of automated verification that is designed (in conjunction with SSA verification procedures) to provide confirmation or tentative Pago 2 of 131E -Veidy MOU for FmpleyejRmsicn Vase Ia,2P:G3 , , 10C I I E-Verify. Q, t cnnvv vs a snvxu er czs Company ID Number. 228379 nonconfirmation of employees' employment eligibility within 3 Federal Government work days of the initial inquiry. 8. DHS agrees to provide a means of secondary verification (including updating DHS records as may be necessary) for employees who contest DHS tentative nonconfirmations and photo non -match tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system. 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted regarding E- Verify. 3. The Employer agrees to become familiar with and comply with the most recent version of the E -Verify User Manual. 4. The Employer agrees that any Employer Representative who will perform employment verification queries will complete the E- Verify Tutorial before that individual initiates any queries. A. The Employer agrees that all Employer representatives will take the refresher tutorials initiated by the E- Verify program as a condition of continued use of E- Verify, including any tutorials for Federal contractors if the Employer is a Federal contractor. B. Failure to complete a refresher tutorial will prevent the Employer from continued use of the program. 5. The Employer agrees to comply with current Form 1 -9 procedures, with two exceptions: • If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form 1 -9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E- Verify at 888-464 -4218. • If an employee presents a DHS Form 1 -551 (Permanent Resident Card) or Form 1 -766 (Employment Authorization Document) to complete the Form 1 -9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1 -9. The employer will use the photocopy to verify the photo and to assist DHS with its review of photo non - matches that are contested by employees. Note that employees retain the right to present any List A, or List B and List C, documentation to complete the Form 1 -9. DHS may in the future designate other documents that activate the photo screening tool. Page 3 of %E -Vel f VOU (or EmployeriRev:s,00 Dale 70129108 10C tI E.-Verify- Company I D Number. 228379 6. The Employer understands that participation in E -Verify does not exempt the Employer from the responsibility to complete, retain, and make available for inspection Forms 1 -9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 2748 of the INA with respect to Form 1 -9 procedures, except for the following modified requirements applicable by reason of the Employer's participation in E- Verify: (1) identity documents must have photos, as described in paragraph 5 above; (2) a rebuttable presumption is established that the Employer has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of any individual if it obtains confirmation of the identity and employment eligibility of the individual in compliance with the terms and conditions of E- Verify; (3) the Employer must notify DHS if it continues to employ any employee after receiving a final nonconfirmation, and is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) the Employer is subject to a rebuttable presumption that it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A) if the Employer continues to employ an employee after receiving a final nonconfirmation; and (5) no person or entity participating in E -Verify is civilly or criminally liable under any law for any action taken in good faith based on information provided through the confirmation system. DHS reserves the right to conduct Form 1 -9 compliance inspections during the course of E- Verify, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E- Verify verification procedures for new employees within 3 Employer business days after each employee has been hired (but after both sections 1 and 2 of the Form 1 -9 have been completed), and to complete as many (but only as many) steps of the E -Verify process as are necessary according to the E- Verify User Manual. The Employer is prohibited from Initiating verification procedures before the employee has been hired and the Form 1 -9 completed. If the automated system to be queried is temporarily unavailable, the 3-day time period is extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. In all cases, the Employer must use the SSA verification procedures first, and use DHS verification procedures and photo screening tool only after the SSA verification response has been given. Employers may initiate verification by notating the Form 1 -9 in circumstances where the employee has applied for a Social Security Number (SSN) from the SSA and is waiting to receive the SSN, provided that the Employer performs an E- Verify employment verification query using the employee's SSN as soon as the SSN becomes available. 8. The Employer agrees not to use E- Verify procedures for pre - employment screening of job applicants, in support of any unlawful employment practice, or for any other use not authorized by this MOU. Employers must use E- Verify for all new employees, unless an Employer is a Federal contractor that qualifies for the exceptions described in Article II.D.1.c. Except as provided in Article II.D, the Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. The Employer understands that if the Employer uses E- Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its access to SSA and DHS information pursuant to this MOU. 9. The Employer agrees to follow appropriate procedures (see Article III. below) regarding tentative nonconfirmations, including notifying employees of the finding, providing written referral instructions to employees, allowing employees to contest the finding, and not taking Pap 4 of 131E -Verfy YOU for = mpiaye•j.Revisron note ?0129.'0 10C "I E-Verify sk ^, IIII1� z 3Y[l oN L-VEP�fY I3 w JLPYItt f CNf Company ID Number. 228379 adverse action against employees if they choose to contest the finding. Further, when employees contest a tentative nonconfirmation based upon a photo non - match, the Employer is required to take affirmative steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo non - match, does not establish, and should not be interpreted as evidence, that the employee is not work authorized. In any of the cases listed above, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, refusing to assign the employee to a Federal contract or other assignment, or otherwise subjecting an employee to any assumption that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo non -match or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E- Verify at 1 -888- 464 -4218 or OSC at 1 -800- 255 -8155 or 1 -800- 237 -2515 (TDD). 11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA by not discriminating unlawfully against any individual in hiring, firing, or recruitment or referral practices because of his or her national origin or, in the case of a protected individual as defined in section 274B(a)(3) of the INA, because of his or her citizenship status. The Employer understands that such illegal practices can include selective verification or use of E- Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound `foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the unfair immigration - related employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274E of the INA or Title VII may also lead to the termination of its participation in E- Verify. If the Employer has any questions relating to the anti - discrimination provision, it should contact OSC at 1 -800- 255 -8155 or 1- 800 - 237 -2515 (TDD). 12. The Employer agrees to record the case verification number on the employee's Form 1 -9 or to print the screen containing the case verification number and attach it to the employee's Form 1 -9. 13. The Employer agrees that it will use the information it receives from SSA or DHS pursuant to E- Verify and this MOU only to confirm the employment eligibility of employees as Pags 5 of U15 -Ve71fy MOU for RmpieyeJRev,S Dn N:e i024.C3 10C ti.. cpsq: E-Verify- Company ID Number. 228379 authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords) to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 14. The Employer acknowledges that the information which it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)), and that any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 15. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E- Verify, including by permitting DHS and SSA, upon reasonable notice, to review Forms 1 -9 and other employment records and to interview it and its employees regarding the Employer's use of E- Verify, and to respond in a timely and accurate manner to DHS requests for information relating to their participation in E- Verify. D. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. The Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801) in addition to verifying the employment eligibility of all other employees required to be verified under the FAR. Once an employee has been verified through E -Verify by the Employer, the Employer may not reverity the employee through E- Verify. a. Federal contractors not enrolled at the time of contract award: An Employer that is not enrolled in E -Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E -Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to use E- Verify to initiate verification of employment eligibility of new hires of the Employer who are working in the United States, whether or not assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within 3 business days after the date of hire. Once enrolled in E- Verify as a Federal contractor, the Employer must initiate verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. b. Federal contractors already enrolled at the time of a contract award: Employers enrolled in E- Verify as a Federal contractor for 90 days or more at the time of a contract award must use E- Verify to initiate verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire. If the Employer is enrolled in E- Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E- Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within 3 business days after the date of hire. An Employer enrolled as a Federal contractor in E- Verify must initiate verification of each employee assigned to the Page 5 of 131F -Venfy YOU ;a Empl yc jRe. ,njale 10 2^ CS _ .. Zoc �11 Ien � fy- yN+i o^ v If A ]kp V(C[ Cpf Company ID Number: 228379 contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. C. Institutions of higher education. State, local and tribal governments and sureties: Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), State or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and /or all existing employees hired after November 6, 1986. The provisions of Article II.D, paragraphs 1.a and 1.b of this MOU providing timeframes for initiating employment verification of employees assigned to a contract apply to such institutions of higher education, State, local and tribal governments, and sureties. d. Verification of all employees: Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to do so only In the manner designated by DHS and initiate E- Verify verification of all existing employees within 180 days after the election. e. Form 1 -9 procedures for Federal contractors: The Employer may use a previously completed Form 1 -9 as the basis for initiating E -Verify verification of an employee assigned to a contract as long as that Form 1 -9 is complete (including the SSN), complies with Article II.C.5, the employee's work authorization has not expired, and the Employer has reviewed the information reflected in the Form 1 -9 either in person or in communications with the employee to ensure that the employee's stated basis in section 1 of the Form 1 -9 for work authorization has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). If the Employer is unable to determine that the Form 1 -9 complies with Article II.C.5, if the employee's basis for work authorization as attested in section 1 has expired or changed, or if the Form 1 -9 contains no SSN or is otherwise incomplete, the Employer shall complete a new 1 -9 consistent with Article II.C.5, or update the previous 1 -9 to provide the necessary information. If section 1 of the Form 1 -9 is otherwise valid and up-to- date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1 -551) that expired subsequent to completion of the Form 1 -9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.C.5, subject to any additional or superseding instructions that may be provided on this subject in the E- Verify User Manual. Nothing in this section shall be construed to require a second verification using E- Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU, or to authorize verification of any existing employee by any Employer that is not a Federal contractor. 2. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. Page 7 of I3,,E -Vei dy MOU for t`mpl y e,lRersron Dalc IM2- 69 10C verify Company ID Number. 228379 ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative, nonconfirmation issued by SSA, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed by the automated system based on a tentative nonconfirmation, and only after the Employer records the case verification number, reviews the input to detect any transaction errors, and determines that the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do so. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the employee with a system - generated referral letter and instruct the employee to visit an SSA office within 8 Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 4. The Employer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social Security Number from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. If the Employer finds a photo non -match for an employee who provides a document for which the automated system has transmitted a photo, the employer must print the photo non - match tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer issues a tentative nonconfirmation based upon a photo non - match. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible Page 8 of I3jEVeoP{ MW for FmployejRevls& Date 1a'24'P9 Company ID Number. 228379 ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative, nonconfirmation issued by SSA, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed by the automated system based on a tentative nonconfirmation, and only after the Employer records the case verification number, reviews the input to detect any transaction errors, and determines that the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do so. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the employee with a system - generated referral letter and instruct the employee to visit an SSA office within 8 Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 4. The Employer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social Security Number from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. If the Employer finds a photo non -match for an employee who provides a document for which the automated system has transmitted a photo, the employer must print the photo non - match tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer issues a tentative nonconfirmation based upon a photo non - match. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible Page 8 of I3jEVeoP{ MW for FmployejRevls& Date 1a'24'P9 10C '`I Pm Verify s•, n. ' a� lililih� - VLRI3T Iy T 3¢PV/CC ¢l cCf Company ID Number: 228379 after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will provide the employee with a referral letter and instruct the employee to contact DNS through its toil -free hotline (as found on the referral letter) within 8 Federal Government work days. 5. If the employee contests a tentative nonconfirmation based upon a photo non - match, the Employer will provide the employee with a referral letter to DHS. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo non - match, the Employer will send a copy of the employee's Form 1 -551 or Form 1 -766 to DHS for review by: • Scanning and uploading the document, or • Sending a photocopy of the document by an express mail account (furnished and paid for by DHS). 7. The Employer understands that if it cannot determine whether there is a photo match/non- match, the Employer is required to forward the employee's documentation to DHS by scanning and uploading, or by sending the document as described in the preceding paragraph, and resolving the case as specified by the Immigration Services Verifier at DHS who will determine the photo match or non - match. ARTICLE IV SERVICE PROVISIONS SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access the E- Verify System, an Employer will need a personal computer with Internet access. ARTICLE V PARTIES A. This MOU is effective upon the signature of all parties, and shall continue in effect for as long as the SSA and DHS conduct the E- Verify program unless modified in writing by the mutual consent of all parties, or terminated by any party upon 30 days prior written notice to the others. Any and all system enhancements to the E- Verify program by DHS or SSA, including but not limited to the E- Verify checking against additional data sources and instituting new verification procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. DHS agrees to train employers on all changes made to E- Verify through the use of mandatory refresher tutorials and updates to the E -Verify User Manual. Even without changes to E- Verify, DHS reserves the right to require employers to take Pago 9 of 131E -Verry VQU (or EmCoyelRevsion Data 10129'M 1oc Company ID Number. 228379 mandatory refresher tutorials. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E -Verify is terminated or completed. In such a circumstance, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, that Employer will remain a participant in the E -Verify program, will remain bound by the terms of this MOU that apply to non - Federal contractor participants, and will be required to use the E- Verify procedures to verify the employment eligibility of all newly hired employees. B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established procedures or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect its performance of its contractual responsibilities. C. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DNS may adjust verification responsibilities between each other as they may determine necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. D. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. E. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E- Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. F. The Employer understands that the fact of its participation in E- Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Congressional oversight, E- Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. H. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. Paga 10 of 131E -Vea'y VOU tar E;rpbyeORemsiOn Dale 10r2P.,08 dxury� �l 5(x'i E-Verify% x ,a ♦ -1��, j aarvx:r r ox. Company ID Number. 228379 mandatory refresher tutorials. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E -Verify is terminated or completed. In such a circumstance, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, that Employer will remain a participant in the E -Verify program, will remain bound by the terms of this MOU that apply to non - Federal contractor participants, and will be required to use the E- Verify procedures to verify the employment eligibility of all newly hired employees. B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established procedures or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect its performance of its contractual responsibilities. C. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DNS may adjust verification responsibilities between each other as they may determine necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. D. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. E. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E- Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. F. The Employer understands that the fact of its participation in E- Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Congressional oversight, E- Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. H. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. Paga 10 of 131E -Vea'y VOU tar E;rpbyeORemsiOn Dale 10r2P.,08 10C I a ... o, W& a Verify g e'f' }! A b[RV }CC Db D61 Company ID Number: 228379 To be accepted as a participant in E- Verify, you should only sign the Employer's Section of the signature page. If you have any questions, contact E- Verify at 888 -464 -4218. Employer Bonness Inc. Sandra I Santos Name (Please Type or Prinl) Electronically Signed 07/08/2009 signature Date Department of Homeland Security — Verification Division USCIS Verification Division Name (Please Type or Print) Electronically Signed 07/0812009 Signature Date Page 11 of 131E Vcnfy YOU 'or EmefoyE jRevSion D3(e T12a'65 10C `# rr.-Verify. 4 Company ID Number. 228379 Information Required for the E- Verify Program Information relating to your Company: Company Name: Bonness Inc. Company Facility Address: 1990 Seward Ave FL 34109 Company Alternate Address: PO BOX 8140 Naples, FL 34101 County or Parish: COLLIER Employer Identification Number: 592055219 North American Industry Classification Systems 239 Parent Company: Number of Employees: 100 to 499 Number of Sites Verified for: 1 Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: FLORIDA 1 sites) Pago 12 of 131E -Venry YOU for Dale 70!29108 , 10C Ve ri fy 4 a� titilll�lll�� P�VCAIiY is A nypcI(1 9t Etta Company ID Number: 228379 Information relating to the Program Administrator(s) for your Company on policy Questions or operational problems: Name: Sandra I Santos Telephone Number. (239) 331 - 6140 Fax Number: (239) 449.1474 E-mail Address: seantos @bonnessinc.com Page 13 of t iE -Ver,ry t16U for EmployelRewsion Date 10+29108 1oc THIS SHEET MUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Purchasing Department BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign in the spaces indicated and return with your Bid. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The Bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. Any required drawings, descriptive literature, etc. have been included. 5. Any delivery information required is included. 6. Local Vendor Preference Affidavit completed. 7. Immigration Affidavit Completed B. Certificate of Authority to Conduct Business in State of Florida 9. If required, the amount of Bid bond has been checked, and the Bid bond or cashier's check has been included. 10. Any addenda have been signed and included. 11. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 12. The mailing envelope must be sealed and marked with: caBid Number; <*Project Name; <*Opening Date. 13. The Bid will be mailed or delivered in time to be received no later than the specified opening date and time, otherwise Bid cannot be considered. ALL COURIER - DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET Bonness Inc. Bidder Name Signature & Title Date: 11 /17/2010 GC -P -13 10C I CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Bonness, Inc. ( "Contractor "), 1990 Seward Avenue, Naples, FL 34109, a Florida Corporation, authorized to do business in the State of Florida, to perform all "Curbing" Part One ( "Work ") in connection with Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, Bid No. 10 -5595 ('Project'), as said Work is set forth in the Plans and Specifications prepared by McGee & Associates, Inc., the Engineer and /or Architect of Record ( "Design Professional') and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement' and sometimes as the "Contract'). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount'), in accordance with the terms of this Agreement: Seven Hundred Sixty Four Thousand Nine Hundred Eight Five Dollars & Sixteen Cents ($764,985.16). GC -CA -14 l0C Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www.fms.treas.gov /c570/ c570.html #certified. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within one hundred and forty (140) calendar days from the Commencement Date (herein "Contract Time ") (see table below). 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 twenty (20) 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. Description Substantial Days Final Completion Days Phase I: Curbing and Median 140 160 Phase II: Landscape Installation 120 140 GC -CA -15 10C 'I 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, as follows: Phase I — Median and Curbing one thousand one hundred and forty eight dollars ($1,148.00); Phase II, Landscape Installation five hundred and sixty six dollars ($566.00) 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 GC -CA -16 10C 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 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 McGee & Associates and identified as follows: Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation as shown on Plan Sheets 1 through 106. Exhibit N: Contractor's List of Key Personnel Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: GC -CA -17 r 10C Darryl Richard, Project Manager Alternative Transportation Modes 2885 S. Horseshoe Drive Naples, FL 34104 (239) 252 -5775 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: Ms. Kathleen Bailie, President Bonness, Inc. 1990 Seward Avenue Naples, FL 34109 Phone: (239) 597.6221 FAX: (239) 597.7416 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. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. GC -CA -18 10C ! 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 Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. GC -CA -19 10C IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. TWO WITNESSES: s FIRST WITNESS I Type /Print Name COND WITNESS J Ca�� (—' r ki 2a Type /Print Name Date: Vii, 0"al ATTEST: Dwight E. Brock, Clerk CONTRACTOR: Bonness, Inc. By: (/. �'fF �_ Aiv�y Exee.lJn-ectax. Type /Print Name and Title Sojeo c- C'a wflfra c}to►c� OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA BY: Fred W. Coyle, Chairman County Attorney - oei�a + -y GC -CA -20 I'nAn�P� 10C 1 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. 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. The amounts and types of insurance coverage shall conform to the minimum requirements set forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Vendor has any self- insured retentions or deductibles under any of the below listed minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self- insured retentions or deductibles will be Vendor's sole responsibility. Coverage(s) shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. The Vendor and /or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation or non - renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the County, in a like manner, within twenty -four (24) hours after receipt, of any notices of expiration, cancellation, non - renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy 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 coverages 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 GC- CA -C -1 l0C 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 coverageLsl purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. GC- CA -C -2 10C Collier County Florida Insurance and Bonding Requirements Insurance / Bond Type Required Limits 1. ® Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. ® Employer's Liability $1,000.000 single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $2,000,000 single limit per occurrence ISO form 4. ® Indemnification To the maximum extent permitted by Florida law, the ContractorNendor /Consultant shall indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/Vendor/Consultant or anyone employed or utilized by the ContractorNendor /Consultant in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This section does not pertain to any incident arising from the sole negligence of Collier County. 4. ® Automobile Liability $ 1.000.000 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. S 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 ❑ Project Professional Liability $ Per Occurrence ❑ 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 GC- CA -C -3 l0C 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. 11. ® Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm Vendor Signature Print Name Insurance Agency Agent Name GC- CA -C -4 Date Telephone Number ACORQ CERTIFICATE OF LIABILITY INSURANCE PRODUCER THIS CERTIFICATION IS ISSU Marsh ONLY AND CONFERS NO 3031 N. Rocky Point Drive. Suite 700 HOLDER. THIS CERTIFICATE Tampa. FL 33607 ALTER THE COVERAGE AFFO Alin. Erica Connick 813.207 -5121 101266 - Bonn- Cas -10 -11 Bonness, Inc. 1990 Seward Avenue Naples, FL 34109 10C GATE (MMIDD /YYYY) 05128!2010 S UPON THE CERTIFICATE THE EXTEND OR i AMEND, BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER Travelers Property Casually Company Of INSURERS Everest National Insurance Co INSURER c Charter Oak Fire Insurance Company INSURER E NAIC # —25674 - -�� 10120 25615 I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY-HAVE-BEEN _ REDUCED BY PAID CLAIMS. INSR ADD'!, TYPE OF INSURANCE J '- POLICY NUMBER POLICY EFFECTIVE POLICY Ex IRATION LTR INSRD 'D ATE IMWbDIYW'r) I DATE(MWDDIYY I LIMITS GENERAL LIABIUTY A VTJ EXGL 58008671 06107/2010 06!01/2 011 URRENC 1 000 000 X COMMERCIAL GENERAL LIABILITY 0610112010 06101!2011 EACH OCCURRENCE 5,000,000 O RENT D (-� MADE 1 h OCCUR v DEDUCTIBLE ED OCCUrtence $ 500,000 CLAIMS (AI y me perwn) I$ RETENTION S X SIR: $250,000. - - L SAOV INJURY $ 1,000,000 ANY PROPRIETOR/PARTNER(EXECUTIVE YIN L EACH ACCIDENT S__ 1,ODO,000 OFFICEWMEMBER EXCLUDED9 N' 7F�AEH--OCCURRENCE AGGREGATE $ 2,000,000 GENERAL AGGREGATE LIMIT APPLIES PERPOLICY OTHER I PRO. JECT LOC S- COMPIOPAG !�$ A AUTOMOBILE LIABRITY VTC2J CAP 58008683 1 06101!2010 06/01/2011 ANY AUTO l' INGLE LIMIT I$ 2,000,000 ALL OWNED AUTOS — BODILY INJURY $ SCHEDULED AUTOS (Per perwo _ HIRED AUTOS ',, -'-' - -- BODILY INJURY $ NON OWNED AUTOS i (Per eccidepil deni) I —� �� PROPERTY DAMAGE I (Per accltlenti $ GARAGE LIABILITY ANY AUTO AUTOONLY EAACCIOENT$ OTHER THAN EAACC is AUTO ONLY AGO i$ B - EXCESS I UMBRELLA LIABILITY .X 71CI000117101 0610112010 06101!2011 EACH OCCURRENCE 5,000,000 OCCUR CLAIMS MADE AGGREGATE is 5,000,000 v DEDUCTIBLE RETENTION S C WORKERS COMPENSATION AND VTC20 UB 5800666A 1 06/01/2010 06701/2011 X WC srATU- pTH- EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER(EXECUTIVE YIN L EACH ACCIDENT S__ 1,ODO,000 OFFICEWMEMBER EXCLUDED9 N' L DISEASE -EA EMPLOYE D$ 1,000,000 IManoalprym NM)Il yea. deiiaibe i,nder SPECIAL PROVISIONS below E L DISEASE - POLICY LIMIT is 1,000,000 OTHER I Colher County Board of County Commissioners is an Additional Insured as respects General Liability if required by contract Droject Name: :ERTIFICATE HOLDER ATL- 001984168 -15 Collier County Board of CoL'nty Commissioners 3301 East Tamiami Trail Naples. FL 34112 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIPs I Erica Connick 10C IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does no( confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certiflcate holder, nor does it affirmatively or negatively amend, extend or aller the coverage afforded by the policies listed thereon. STATE OF FLORIDA l0C DEPARTMENT OF BUSINESS AND PROFESSIONAL REGU CATION E CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET (850) 487, TALLAHASSEE FL 32399 -0783 1395 BAILIE, KATHLEEN M BONNESS INC 267 CHANNING CT NAPLES FL 34110 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new I!censel 15071457 IM DETACH HERE STATE OF FLORIDA STATE OF FLORWA ACAS 5 ❑ 71 xl S D$'A$TMBtiT OF BUSES law`:: PROFB$33D27AL`_Tt$6ULJrT ON cDCOS De /d %i4'as; tisossa' -.7 _ CERTIFIED `$ IL13IDiG„ �'O2PTRAC'lOR ' BOINNLSSgN_3i 19 C�BTZPIED under the provl.lons of e2k.469 ry •+vltaeton 04 "'AUG. 31, ;2012 1+1009'�7�p12'xr$, DEPARTMENT OF fflgINNSS AND PAOFESSTONAL.REGULATION CONSTRUCTION INDUSTRY LICENSING HOARD LICENSE NBR SEf� #z�oo8o4a1259, he BUILDING CONTRACTOR arced below IS CERTIFIED ader the provisions of Kpiration date: AUG 31, BAILIE, KATHLEEN M BONNESS INC 1990 SEWARD AVE NAPLES f'IIEDT.TW OVTCT Chapter 489 FS. 2012 FL 34109 STATE OF FLORIDA 1 O C DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 4B7_ 1940 NORTH MONROE STREET (850) 3.395 �*•**� TALLAHASSEE FL 32399 -0783 BAILIE, KATHLEEN M BONNESS INC 267 CHANNING CT NAPLES FL 34110 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto. www.myfloridaliGense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! P r r, -1 DETACH HERE STATE OF FLORIDA 6/22/20101097060658 jCUC1224797- he UNDERGROUND UTILITY 6t EXCAVATION Co aimed below IS CERTIFIED ader the provisions of Chapter. 489 FS. xpiration date: AUG 31, 2012 BAILIE, KATHLEEN M BONNESS INC 1990 SEWARD AVE NAPLES FL 34109 STATE OF FLORIDA AGY air 01ii 1, 3 3 DEPARTMENT OF BDSINES3 AND PROFESSIONAL REGULATION _ CUC1224797 :06/22/10 097060658 CERT UNDERGROUND & BXCAV Cog HATLIE, KATHLEEN -:9 BONNESS INC, •i - -. IS CERTIFIED oa4,r the prwiaione of Ch.499 F5 ¢zpir,tle, a,t„ AUG 31, 2412 L10092200943 SEO# L10 0 622 0 0 943 CHARLA*TnRIST CHARLIE LTF.M 10 C EXHIBIT C RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER ) STATE OF FLORIDA ) Before me, the undersigned authority, personally appeared _ who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ( "Contractor") releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner dated 1 2010 for the period from to excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly /final] Application for Payment No. CONTRACTOR Will ITS: President DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 2010, by ,as of ,a corporation, on behalf of the corporation. He /she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) NAME: GC- CA -C -5 (Signature of Notary) (Legibly Printed) Notary Public, State of Commissioner No.: EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) Collier County Board of County Commissioners (the OWNER) or Collier County Water -Sewer District (the OWNER) Bid No. _ Project No. Application Date 10C FROM: (Contractor's Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) r.w Original Contract Time: Revised Contract Time: Retainage @ 10% thru[insert date] Retainage @ _% after [insert date] $ Percent Work completed to Date: Percent Contract Time completed to Date Liquidated Damages to be Accrued Name) Original Contract Price: $ Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed and stored to Date $ Less Retainage $ Total Earned Less Retainage $ Less previous payment (s) $ AMOUNT DUE THIS APPLICATION: $ Remaining Contract Balance $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: (shall be signed by a duly authorized representative _ (Contractor's Name) (Signature) DATE: (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional : (DP's Name) (Signature) DATE: _ (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) GC- CA -D -1 loc N U U 4' �o E F Z = U 0 H F = Y N f p L C ~ e Z a @ C w 0 W c o U @ U N a O •' z ? Q � U F C_ W p y N N N @ -- Z Z @ G w @ a J V N o C y_ W N @ z w w a J a A o a v „ U m WW U � @ J F W F N c F w O O o m a 2 U)0 E O U F t o � � K o o uOFiQ � `o m u c O @ N z F N 0 FL- w d 8 r a t 7 E a m m o _ d a w - c Q F- Z F > J 00 U. O w 0 ° U U m � Y a ❑ � o- d "m U o o @ @ @ F O 0 p C d O Y J 0 W U 0 o w J y > @ a tll N N @ l O O C @ Q @ d o E O y c o L a E c U M o m$ W J Q U o n o i � O N L N � C U ! c 5 m o w @ � E @ - L y - o W N U U 4' W U m Q (0 E O LL v O V d N- R a. N v a w a c C O U_ O r2 t x w loc M U U 0 w c H 10 r- 0 d 'C d ovCL N y C t F > V U 7 d > y > � C CL � o > `m CO 'am n. d H D:' H >.O 7 j d d CD d a c � — Z `m y c 0 i v d D m Y 0 loc M U U TO: Project Name: Bid No.: Change Order No.: Change Order Description 1oc EXHIBIT E CHANGE ORDER FROM: Collier County Government Construction Agreement Dated: Date: 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 Approved by: Date: Division Administrator Approved by: Date: Purchasing Department Authorized by Date: Director (For use by Owner: Fund Cost Center: Number: ) GC- CA -E -5 Object Code: Project OWNER'S Project No PROJECT: CONTRACTOR Contract For Contract Date EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION Design Professional's Project No 10C a This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. GC- CA -F -1 10C The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTO The following documents are attached to and made a part of this Certificate: I 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 Design Professional `z4s1a By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 2010 OWNER By: Type Name and Title GC- CA -F -2 2010 l0C EXHIBIT G FINAL PAYMENT CHECKLIST Bid No.: Project No.: Date: , 2010 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. Other: If any of the above is not applicable, indicate by N /A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name & Title) By Design Professional: (Firm Name) (Signature) (Typed Name & Title) By Owner: (Department Name) (Signature) (Name & Title) GC- CA -G -1 10C 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; availability and quality of labor; water and electric power; availability and condition of GC- CA -H -1 10C + roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work -site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities ". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. GC- CA -H -2 10C 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 5:00 p.m., Monday through Friday. 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. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or GC- CA -H -3 10C equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department respectively. In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re- submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5 Owner shall retain ten percent (10 %) of the gross amount of each monthly payment request or ten percent (10 %) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50 %) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's Purchasing Policy. 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 GC- CA -H-4 10C I 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 1aches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non - compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (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. GC- CA -H -5 10C I 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided, however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non - liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 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 GC- CA -H -6 1oc Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with 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 GC- CA -H -7 10C week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub - Contractor's personnel; 8.1.4 The number of Contractor's and Sub - Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The 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 GC- CA -H -8 10C 1 to Contractor's entitlement to final payment, these "As- Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the document retention period noted above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty 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. GC- CA -H -9 1' 0 C 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders, The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor 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. GC- CA -H -10 1 o c -;' 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County Purchasing Policy and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the parry 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. GC- CA -H -11 10C 1 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and hold harmless Owner and its officers and employees from any and all liabilities, claims, damages, penalties, demands, judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by Contractor or from personal 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. GC- CA -H -12 IOC 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 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 E- Verify program, 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. Exceptions to the program: • Commodity based procurement where no services are provided. • In exceptional cases, the Purchasing Department may waive the requirement. Vendors are required to enroll in the E- Verify program within thirty (30) calendar days of contract award, and use E- Verify within thirty (30) calendar days thereafter to verify employment eligibility of their employees assigned to the contract at the time of enrollment in E- Verify. Additionally, vendors shall require all subcontracted vendors to flow down the requirement to use E- Verify to subcontractors. GC- CA -H -13 10C If the vendor is already enrolled in E- Verify, they must use E- Verify within thirty (30) calendar days of contract award to verify employment eligibility of their employees assigned to the contract Following this initial period they must initiate verification of all new hires of the contractor and of all employees newly assigned to the contract within three (3) business days of their date of hire or date of assignment to the contract. Vendors shall be required to provide the Collier County Purchasing Department an executed affidavit vowing they shall comply with the E- Verify Program for each service /project. The affidavit is attached to the solicitation documents. If the bidder /proposer does not comply, they may be deemed non - responsive. 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. 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 GC- CA -H -14 10C -1 documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as 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 GC- CA -H -15 l0C 4 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 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. GC- CA -H -16 IOC 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the 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 issue a final Certificate for Payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. GC- CA -H -17 10C -f Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or materialmen supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further 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, GC- CA -H -18 10C 01 tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re- inspection fees and costs; to the extent such re- inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's 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 GC- CA -H -19 10C other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and /or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project 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 GC- CA -H -20 10C extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such 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 5.13, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re- establish the GC- CA -H -21 10C benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty -eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty -eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and /or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 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 GC- CA -H -22 10C to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3. Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees "), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; eZ.a�le:�dr] loc 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre- construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre- construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion /termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and /or Purchasing Departments, and 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 GC- CA -H -24 10C 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. 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 GC- CA -H -25 1 O C d composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self - performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub - subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be 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) GC- CA -H -26 10C 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. 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: GC- CA -H -27 34.1.1 34.1.2 34.1.3 34.1.4 34.1.5 34.1.6 34.1.7 34.1.8 34.1.9 34.1.10 34.1.11 34.1.12 34.1.13 34.1.14 34.1.15 34.1.16 34.1.17 34.1.18 34.1.19 34.1.20 34.1.21 34.1.22 34.1.23 34.1.24 34.1.25 34.1.26 34.1.27 34.1.28 34.1.29 34.1.30 34.1.31 34.1.32 10C Subcontracts and Purchase Orders Subcontractor Licenses Shop Drawing Submittal /Approval Logs Equipment Purchase /Delivery Logs Contract Drawings and Specifications with Addenda Warranties and Guarantees Cost Accounting Records Labor Costs Material Costs Equipment Costs Cost Proposal Request Payment Request Records Meeting Minutes Cost - Estimates Bulletin Quotations Lab Test Reports Insurance Certificates and Bonds Contract Changes Permits Material Purchase Delivery Logs Technical Standards Design Handbooks "As- Built" Marked Prints Operating & Maintenance Instruction Daily Progress Reports Monthly Progress Reports Correspondence Files Transmittal Records Inspection Reports Punch Lists PMIS Schedule and Updates Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations 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. GC- CA -H -28 10C " 35. SECURITY If required, Contractor shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND /UNDERGROUND TANKS An underground 62 -761, Florida Administrative Code (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 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. GC- CA -H -29 10C 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. 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. GC- CA -H -30 10C EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and /or services purchased as a part of this contract. J GC- CA -1 -1 IOC 1 EXHIBIT J TECHNICAL SPECIFICATIONS GC- CA -J -1 loc EXHIBIT K PERMITS GC- CA -K -1 JOC EXHIBIT L STANDARD DETAILS GC- CA -L -1 10C A EXHIBIT M PLANS AND SPECIFICATIONS GC- CA -M -1 COMPONENTS OF CONTRACT PLANS SET MEDIAN IMPROVEMENT PLANS LANDSCAPE & IRRIGATION PLANS INDEX OF MEDIAN IMPROVEMENT PLANS c,sa.r [ PGA, .1 Nei I N£[YE Girl a m Gr nne:W.rnrs PLAN .11 tWUFF fbplY I/dEC/ •uwmH�n ¢WEF fOU1Y ,lOtl V Nn,M1 osnnu.0 av E. ru ..w[s. EL �ErFN lam+ .urzw.rM r�r.ru' roses [: u.e; a° °:P COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF ALTERNATIVE TRANSPORTATION MC GOLDEN GATE BEAUTIFICATION MUNICIPAL SERVICE TAXING UNIT (MSTU) CONTRACT PLANS CIORONADO PARKWAY & HUNTER BOULEVARD MEDIAN IMPROVEMENT PLANS F",.. 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EAUWEWI HUNTER EEDYARO X Ir nt� wmFiE vicuxp uo r O �[.P DESIGN SPEED = ]SYPH POSTED SPEED = 2 PH ° N R R ss ' nP ss SYn N�NADJ vX Iro f wm u Rwum T5 ° NENI DESIGN SPEED = 35MPH �P POSTED SPEED = JSYPH NA� KO Y REFER TO -PPo ED MEDIAN FILL SECTM- ON SPECIAL DETAILS SHEET. AS APPLICABLE NNYM 7AENI., A.I. PE 4. R. ..v./...66y6�XI�Y�I�Y �,./ y �} Cf WiMp 1. .. . y JT�MUE✓�t(Q +. NNR n/ /mT npM4TAM1W' SHEET �T�..lo!crin,Xcrn. cnvuvemrcN'rAxnHXU LMro TYPICAL SECTIONS �. L�'n4V GA TN 6SfI//PR.'A TNYI'AEC>tf ] IOC • CONSTRYET CURB AS PER INDEX *JDX X0.4 TYPE 'F' Cl/RB AND N AGO GUTTER roRAR I. eGE PREPAINECAN lF TO lx d w R1 11 TAYLOR SAIL ALAYER SNAIL BE KRTHE I. INSTALL 1RpKAigN Yg1N 11NEE. ME STUB UP VALVE FDJT 'STMOWG $P£C/FICAtpV3 FOR M1GM IDEATION 0 WITHIN ADORE NCHES OF EXISTING SURFACE ANO BRILGE "NST"W"ANAr SECTION 1L2 ANT, ON, LflME. F1N1SN .11 DYER CWPoSTIM 2. REMOVE e 1BRILATIM EXCAVATION DEBRIS. 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ANr,.wlz.rnn n. ma o �4ie!elaks HUNTER BOULEVARD zN�Er PBbbcbcb ]] .muuBenim[ /, vxxNrura euvmx'xrLmv .Y.sr¢ PLAN loc GC- CA -N -1 10C , MEMORANDUM Date: February 4, 2011 To: Brenda Reaves, Purchasing Agent Purchasing Department From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Contract #10 -5595 "Coronado Parkway /Hunter Blvd. Median, Curb and Landscape Installation" Part Two: Landscape , Irrigation Installation Contractor: Hannula Landscape & Irrigation Inc. Attached is the original contract, referenced above (Item #10C) approved by the Board of County Commissioners on January 11, 2011. The second original document will be held in the Minutes and Records Department for the Board's official record. If you should have any questions, please contact me at 252 -8406. Thank you. Attachment 10 Purchasing Depart ceofw" 3327 Tamiami Trail East Naples; filritarl .�Se rvk)es ivis�on Telephone: (23260 �� Purchasing FAX: (239) 252 -6592 Email: Brenda Reaves collier ov net AL, " www.Golliergov.net/purchasina ITEM NO.: I ' ppc DATE RECEIVED: FILE NO.: Q ROUTED TO: DO NOT WRITE ABOVE THIS LINE Request for Legal Services Date: February 1, 2011 To: Scott Teach Deputy County Attor ey From: Brenda Reaves Contract/Purchasing Technician — For Brenda Brilhart Subject: Solicitation # 10 -5595 "Coronado Parkway & Hunter Blvd. Median, Curbing & Landscape Installation Contractor: Hannula Landscaping & Irrigation. BACKGROUND OF REQUEST: This contract was approved by the BCC on January 11, 2011, Agenda Item 10.0 This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me at the telephone number or email address above. Purchasing would appreciate notification when the documents exit your office. Thank you, Brenda Reaves — x6020 G /Acqu isitions/ AgentFormsandLetters /RiskMgmtReviewoflnsu ran ce4/1 5/2010/16/09 • r' Memorandum 10 Purchasing Department 3327 Tamiami Trail East Naples, Florida 34112 Telephone: (239) 252 -6020 FAX: (239) 252 -6592 Email: BrendaReaves@colliergov.net www.collier-gov.net/purchasing Subject: Solicitation # 10 -5595 "Coronado Parkway & Hunter Blvd. Median, Curbing & Landscape Installation Date: February 1, 2011 C From: Brenda Reaves — Contract/Purchasing Technician— For Brenda Brilhart To: Ray Carter, Risk Manager This Contract was approved by the BCC on January 11, 2011, Agenda Item 10.0 The County is in the process of executing this contract with Hannula Landscaping & Irrigation. The insurance requirements are listed in Exhibit B Please review the Insurance Certificate(s) for the referenced Contract. • If the insurance is not in order please contact the vendor /insurance company to obtain a proper certificate. Once you receive the proper certificate(s), please acknowledge your approval and send to the County Attorney's office via the attached Request for Legal Services. • If the insurance is in order please acknowledge your approval and send to the County Attorney's office via the attached Request for Legal Services. If you have any questions, please contact me at the above referenced information. Ins nc v Risk Management Signature Date (Please route to County Attorney via attached Request for Legal Services) G/ Acquisitions/ AgentFormsandLetters /RiskMgmtReviewofl nsurance4 /15/2010/16/09 W 10 C - 4 4 MausenGeorgina From: CarterRaymond Sent: Tuesday, February 01, 2011 1:38 PM To: ReavesBrenda Cc: MausenGeorgina; HerreraSandra; RichardDarryl Subject: Contract 10 -5595 "Coronado Parkway & Hunter Blvd. Median, Curbing & Landscape Installation" All, I have approved the payment and performance bonds and the certificate of insurance provided by Hannula Landscaping & Irrigation for contract 10 -5595. The contract will now be forwarded to the county attorney's office for their review. Thank you, Ray CMk A_- k Manager Risk Finance Collier County Board of County Commissioners 3301 East Tamiami Trail Naples, FL 34112 Office 239 - 252 -8839 Mobile 239 - 821 -9370 Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 10C RLS# CHECKLIST FOR REVIEWING CONTRACTS Entity Name: Entity name correct on contract? Entity registered with FL Sec. of State? Insurance Insurance Certificate attached? Insured registered in Florida? Contract # & /or Project referenced on Certificate? Certificate Holder name correct (BCC)? Commercial General Liability General Aggregate Required $ Products /Compl/Op Required $ Personal & Advert Required $ Each Occurrence Required $ Fire/Prop Damage Required $ Automobile Liability Bodily Inj & Prop Required $ A Workers Compensation !� es No es No s No es No nVes No No Provided $L_ Provided $ 'n i Provided $ 1� Provided $ l+ +� Provided $ JC0 I Provided $ M,\l Each accident Required $ \ Xn� `k Provided $�}� Disease Aggregate Required $_,-4 A•/ l . Provided $ Disease Each Empl Required $ ��°~ Provided $ Umbrella Liabili Exp. Date l Exp. Date Exp. Date Exp. Date Exp. Date Exp Date 1 i3 12_ Exp Date Exp Date Exp Date ty Each Occurrence Provided $ MM Exp Date 1 13 IZ Aggregate Provided $ ` I Exp Date Ii i Does Umbrella sufficiently cover any underinsured portion? Yes No Professional Liability Each Occurrence Required $ Provided $ Exp. Date Per Aggregate Required $ Provided $ Exp. Date Other Insurance Each Occur Type: Required $ Provided $ Exp Date County required to be named as additional insured? v s No County named as additional insured? Yes No Indemnification Does indemnification meet County standards? Yes Is County indemnifying other party? Yes No Performance Bond Bond requirement referenced in contract? _(es No If attached, expiration date of bond Does dollar amount match contra(c Yes No Agent registered in Florida? 315 S _ Yes No Signature Blocks Correct executor name in signature block? #es, No Correct title of executor? No Executor authorized to sign for entity? No Proper number of witnesses/notary? No Authorization for executor to sign, if necessary: Chairman's signature block? `C No Clerk's attestation signature block? es No County Attorney's signature block? Yes No Attachments / Are all required attachments included? ✓ Yes No Reviewer Initials: ' I Date: 04 -COA -0103 /22 10C 4 s � .. r:N.. •, a Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation COLLIER COUNTY BID NO. 10 -5595 COLLIER COUNTY, FLORIDA Design Professional: McGee & Associates Pausing Depwt- 3301 Tamian Trail Fast - Naples. Florida 34112 - wwwcoiliw9ov neVpurchasing 10 J TABLE OF CONTENTS A. PUBLIC NOTICE /LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Standard Details (if applicable) EXHIBIT M: Plans and Specifications prepared by McGee & Associates and identified as follows: Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation as shown on Plan Sheets 1 through 106. EXHIBIT N: Contractor's List of Key Personnel 10C_ 1 W 1"n N Purchasing PUBLIC NOTICE INVITATION TO BID Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation COUNTY BID NO. 10 -5595 Separate sealed bids for the construction of Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 17th day of November 2010, at which time all bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. It is the intent of the County to award to two firms: 1) curbing and median and 2) landscape installation. A non - mandatory pre -bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 2:00 p.m. LOCAL TIME on the 27th day of October 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County Government, Collier County, Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, Bid No. 10 -5595 and Bid Date of November 17, 2010. No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule (GC -P -1 through 13) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Purchasing Department E- Procurement website: www.coiliergov.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 fifteen (15) calendar days after the receipt of the Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. GC -PN -1 10 The Successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed 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(s) shall be required to finally complete all Work within one hundred and sixty (160) calendar days for Phase I, Median and Curbing and Phase II Landscape Installation within one hundred and forty (140) 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 18th day of October, 2010. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Stephen Y. Carnell, C.P.M. Purchasing and General Services Director GC -PN -2 lOC '9 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and /or monitoring the construction of the project. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of his /her duties specified in the Contract Documents to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages GC -P -1 to GC -P -15 as bound in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the GC -I B -1 lOC location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. Section 3. Bid Deposit Requirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit "). The Bid Deposit shall be retained by Owner as liquidated damages if the Successful Bidder fails to execute and deliver to Owner the unaltered Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award to the Successful Bidder said alternates at a later time but no later than 120 days from opening, unless otherwise agreed by the Purchasing Director and the Successful Bidder. 3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form attached and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reject Bids 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the GC -1 B -2 10 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 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. GC -IB -3 10 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. 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. GC -8 -4 10 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(s) 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. It is the intent of the County to award to two firms: 1) curbing and median and 2) landscape installation. 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 GC -IB -5 10C s their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. When a qualified and responsive, non -local business submits the lowest price bid, and the bid submitted by one or more qualified and responsive local businesses is within ten percent (10 %) of the price submitted by the non -local business, then the local business with the apparent lowest bid offer (i.e. the lowest local bidder) shall have the opportunity to submit, an offer to match the price(s) offered by the overall lowest, qualified and responsive bidder. In such instances, staff shall first verify if the lowest non -local bidder and the lowest local bidder are in fact qualified and responsive bidders. Next, the Purchasing Department shall determine if the lowest local bidder meets the requirements of Section 287.087 F.S. If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing Department shall invite the lowest local bidder to submit a matching offer to the Purchasing Department which shall be submitted within five (5) business days thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid from the lowest non -local bidder tendered previously, then award shall be made to the local bidder. If the lowest local bidder declines or is unable to match the lowest non local bid price(s), then award will be made to the lowest overall qualified and responsive bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S. and the lowest non -local bidder does, award will be made to the bidder that meets the requirements of the reference state law. Bidder must complete and submit with their bid response the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a Bidder to submit this Affidavit with their bid response will preclude said Bidder from being considered for local preference on this solicitation. A Bidder who misrepresents the Local Preference status of its firm in a bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. The County may, as it deems necessary, conduct discussions with responsible bidders determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. 12.4 Certificate of Authority to Conduct Business in the State of Florida (FL Statute 607.1501) In order to be considered for award, firms submitting a response to this solicitation shall be required to provide a certificate of authority from the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 (www.sunbiz.org /search.html). A copy of the document shall be submitted GC -I B -6 10C 1 with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act ", Collier County will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. GC -IB -7 10C `1 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004 -05, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and /or firm for cause. Section 17. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." GC -IB -8 10C W CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation BID NO. 10 -5595 Full Name of Bidder 1 71";,,Aved Main Business Address a8131 Q mi Ss MgSf L atge� Flofzi In '14135 Place of Business t3oN; Sae,v�; FIdn. -I Telephone No. Z91-99a-92)6 Fax No. A31-`i98- 6818 State Contractor's License #`_ (* I1;c, Co,-)J4 4 350 10 State of Florida Certificate of Authority Document Number P ci�_� b00® 10 Sq �)— Federal Tax Identification Number (o5 -03-75 -795 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points, and in the case where further decimal points are inadvertently provided, rounding to two decimal points will be conducted by Purchasing staff. NOTE; If you choose to bid, please submit an ORIGINAL and ONE COPY of your bid pages. GC -P -1 RLI Surety RU P.O. Box 3967 1 Peoria, IL 61612 -3967 Phone: (800)645 -2402 1 Fax: (309)689 -2036 www.rlicorp,com Know A11 Men by These Presents: 11) t POWER OF ATTORNEY RLI Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company, an Illinois corporation, does hereby make, constitute and appoint: David B. Shick in the City of Tampa , State of Florida its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 9th day of July _ 2010 RLI Insurance Company OORPOR o State of Illinois SEAL . By: ' SS Roy C. Di Vice President County of Peoria 'O,, �� i1 ; N,O On this 9th day of July 2010 , before me, a Notary Public, personally appeared Roy C. Die , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. By: eu. I.. / h, Cherie L. Montgomery 0 f Notary Public "OFFICIAL SEAL" Norun a" iBU�TE OF i CHERIE L. MONTGOMERY JLUNW COMMISSION EXPIRES 02/02/12 FVTTVTVTVVVVVVTVVI CERTIFICATE I, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and the seal of the RLI Insurance Company this 12th day of N-%x;ri-x=- , ?nl n . RLI Insurance Company By: Roy C. Di Vice President 0948311030110 A0059207 10C 14 MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NOW RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and /or material is proposed and listed below and is not approved by Engineer /Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this 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: _ Signature: Date: v m e* /1, -10111 Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL 1. 2. 3. 4. 5. Please insert additional pages as necessary. Company: Signature: GC -P -3 EXCEPTION MANUFACTURER Date: 10 14 LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON - RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are "qualified" (as defined in Ordinance 87 -25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non - compliant or non - qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove /replace any Subcontractor, at no additional cost to Owner, which is found to be non - compliant with this requirement either before or after the issuance of the Award of Contract by Owner. (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. Major Category of Work 1. 2, b,AetAwowt t3O)Lk 3. 4. 5. Company: &f_0 "_4Ac!Jft Signature: GC -P -4 Subcontractor and Address 1 r�'...}�V lyk�Y_.f A,('. "'f � ^.i� �+�t,f- t /�iS��C -�. �(�i•�..'{���. /��'',S�S C,jCi �, niC.S'L ��••�'; —Wc. Date: NavrmU4L D X0/0 10C W 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 1. 9 aJ� u :o-VI Phan 11 a /J✓J I � N oar tvs, . 'F2•�a.� � 2. ROAD ROaA AAae /Voot F�ft+ HtK; 4A 4. q Naples, �t.�� 5. 6. Reference C'o 11 r �yj. ivu -►✓� fI TiyJ Drp�'�' / wm I.w j- �Sa -57; X39- a53 -57 2A9. 52. 6v 9V/ DLA) /j PON—. L �.v � a rt«wl � l/Ha ti3o� be dav d1? d39 -533 Ryas or Nam(, 23q - L;ySCa7 Co 19'-ft 0o L +7 M Q oidm,,wt ?,410 L1/6/4 X3q• 253- 614 Dated /Voyo ,(gym I -i. 2ytu � n� LA,yvkc*,wy Bidder BY: GC -P -5 lOC TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90 -96, Laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Measure (Description) 1 • P VC 00"w (,'wc 2. 3. 4. 5. Units of Measure LF SY Unit Unit Extended (Quantity) Cost Cost 5D 154 r1 5y TOTAL $ 15,q: U• l Failure to complete the above may result in the Bid being declared non - responsive. Dated /)dAAvkP_ t—I , avw I. GC -P -6 ierd r 10 c -1M Affidavit for Claiming Status as a Local Business xlulti"�fityn4ilY. `l4anavrts� =T'n";azr�,.:� Administrative Seivioes Uvision Purchasing Bid #: 10 -5595 - Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation (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 X Lee County: 18 Number of Employees (Including Owner(s) or Corporate Officers):( Number of Employees Living in © Collier County or El Lee (Including Owner(s) or Corporate Officers): 40 r5! 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. Vendor Name: a��Jw�o�La�,sca�iw�► i! - yt►2oeyy w, :�1c• `` Date: Aleut* ,)% 2 w D Collier or Lee County Address: 2-2131 edGw; �l Nest' L A� QoN: L 5-.oRI,04 %, Rwe- d4 34135 Signature: ( -, STATE OF FLORIDA ❑ COLLIER COUNTY S tq and Subscribe w rn w --\ . 20 1 Title: Pita% LA EE COUNTY Before Me, a Notary Public, for the above State and County, on this Notary Pub My Commission Expires: (AFFIX OFFICIAL SEAL) (Z" GC -P -7 NOfity y741t1NCSK{YVI�t1V� Gfia Q tarter < MyCvrn+s++ssbnODi�118 �' Expifes )412212012 11+4A Day of 10 y�•� immigration Affidavit Certification Administrative Services {division Purchasing Bid #:10-5595 Title: Coronado Parkway /Hunter Blvd. Median, Curbing & Landscape Installation 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. Failure to include this Affidavit with proposal will delay in the consideration and reviewing of vendor's proposals and could result in the vendor's proposal being deemed non - responsive. 41 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 abide by Collier County Employment Eligibility Verification System requirements regarding this solicitation. Company Name ftar -jkjv k L- 0W4SC,*kl 80 Print Name A72—wLs..- F AV j0 14 Signature v4) Title i/tcs., der✓[ Date Amot*L4t 1,71 20J,0 STATE OF �da1QA COUNTY OF L c".. The foregoing instrument was signed and acknowledged before me this :1+kday of Nov 20 10, by T&, nu a _ who fras-prodtreed (Print or Type -me) a&4dentiftc'a". (Ty f Id tificatio and Number) Notary Public Signature Notary 6 4 no, �D. �f� ?uWbSiateofFlodda Gln80 tarter Printed Name of Notary Public �o,w My CommittiortOD775416 ' p Expires 34f2212012' Notary Commissio Number /Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Collier County reserves the right, at any time, to request supporting documentation as evidence of the vendor's compliance with this sworn affidavit. GC-P-8 10 I, -,I 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 specific consecutive calendar days (see table below), 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 after Substantial Completion, computed by excluding commencement date and including the last day of such period. Description Substantial Days Final Completion Days Phase I: Curbing and Median 140 160 Phase II: Landscape Installation 120 140 Respectfully Submitted: State of Flv 2� J County of Lee- j� 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. �OV`t- FF VA a N N)n/ I A , 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. GC -P -9 10 C 4 (a) Corporation The Bidder is = -��R;�0. a corporation which organized and operates . existing under the laws of the State of under the legal name of and the full names of its officers are as follows: President w�,A. 1�-an)�yvd��► Secretary Treasurer 17a� Fan�wuV�4 Manage WMO'j The ?at.;de.� is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken 1>!? +M q lgg2- , a certified copy of which is hereto attached (strike out this last sentence if not applicable). (b) Co- Partnership The Bidder is a co- partnership consisting of individual partners whose full names are as follows: The co- partnership does business under the legal name of: (c) Individual The Bidder is an individual whose full name is _ operating under a trade name, said trade name is DATED 04AWO t"1 t510 Witne s Witnes GC -P -10 legal entity LI BY: w%. F 44atoNXAh Namna! ) Signature ?2e >, Je�/A Title and if _ 10C '"A STATE OF U0 66 COUNTY OF U,2 The foregoina instrument was acknowledged before me this I1W day of 2010, by E'_�{QYl1�1y�A as of 40A `n , a 19wWa corporation, on behalf of the corporation. ' -(I!eJW is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: Notary Public Stateofflodde GinaDCarter ,_,, MyCommiWonDD775416 il Expires0412212012 i� v' 4 v °' (AFFIX OFFICIAL SEAL) NAME GC -P -11 Y (Sig/n� ture of Notary) (Legibly Printed) Notary Public, State of Pori Commission No.: ' D—nS41la E 10C �a BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Hannula Landscaping and Irrigation, Inc. (herein after called the Principal) and RLI Insurance Company , (herein called the Surety), a corporation chartered and existing under the laws of the State of Illinois with its principal offices in the city of Peoria and authorized to do business in the State of Florida are held and firmly bound unto the Collier County Board of County Commissioners (hereinafter called the Owner), in the full and just sum of Five Percent of Amount Bid in dollars ($ 50-- of Bid ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as : Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation Bid No. 10 -5595 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 $ 5% of Bid noted above as liquidated damages, and not as a penalty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in full force and effect, IN TESTIMONY Thereof, the Principal and Surety have caused signed and sealed this 17th day of November 12010, H_ annulla Lds!�fping and Irrigation, Inc. RLI Insurance Company 19 E Countersigned 11E Local Resident Producing Arent for avid The ProSure Group, Inc GC -P -12 B. Shick these presents to be duly Principal (Seal) Surety (Seal) lot ig 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 cashier's check has been included. 10. Any addenda have been signed and included. 11. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 12. The mailing envelope must be sealed and marked with: <*Bid Number; <*Project Name; <*Opening Date. 13. The Bid will be mailed or delivered in time to be received no later than the specified opening date and time, otherwise Bid cannot be considered. ALL COURIER- DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET } Iyrjnt.yla LanSCan(ICUy /� n."►a��U^�i C. Bidde me s,' J'A Signature & Title Date: JvdUPm ,( « � ) GC -P -13 C_ L U a C C t4 a CD d N m ma O t O > m m L 7 a c ca 3� Y O a ca c O O U 10 N O 0) to CL N . O N . to . . tD t0 . Oq . O . t0 . � . t0 . � . . O to N N 't O t0 O OR N O e}' M O N OO O to N N N to t0 O . tb . M . O 0 . O . N . O . N . . M . to n A O t0 tD w N N O n t0 l0 O S n N e! 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T V d m Y = U J N 00It000 °o T7 O N N N N O r d'OCMCOr- OC) m aoLO O� ON- r- O (O T- N q f'- (O fV LO L T- T-: N r M 0 69 69 69 164 1 69 69 O O N r- OD O OM 0 ,' 0 7 C M N N O O O '- LnNM (D LO N (V LO N 64 69 69 64 (A 64 OOOOOOO °o T7 IT 0 0 0 0 0 0 0 OC) m 00 co ON- 00Od r- 1`OONrnN(N) o L T-: r M 0 69 69 64 64 1 69 69 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r - MN O '- LnNM � (D M (V LO r LO lqr M 'V' e- r 69 1609,160, O 69 69 1 69 (fl �- NO 19T 04 M IAN d N N M CN O r LO 3 m LL LL LL LL (d (0 (U (0 c0 M, 2 (9 6 (0 (0 f0 N W W .J _i J J W W W W W W W W W W W W «- pj N - a) UU o c U ' 'd IL Q '0 O U N CO a N N N Q 7 _ O c M Lo LL r-o0))NCm 171 =�e od a�ia�i N��� Nom? E C14 oiS °oo caapi r �a `03 ° Co N Epp c N c c p p (c°i c N C c j a) Ica >o��ao�ooM o as m0> >°= Y aZi CL U m U N N c c a cc Q 0. 0 0- m �+ U U E!� >N< �cmm °° ° corn > ��N o 0 ° U Q o c o d d .0 .o a• � L o N 0 c °-a° aotD E= m aat � o 0 0 >> c � � v o a) N O c Lu 0 2-0 c c N N 0 0 N a) > >— 5 cn o a) a N= o E c c° o :e Z Z a Q E a>i ° 9 cof C)a0i.flna� v v 4) 40- 3�aci >, ncaz. -o°c yuivi � = ma•CU o�>d� >E� p cu �o a E� g° •0 p Q) c c O O c N '� a� .y >> c N o .2 c N CL >, � CO C M a N c�oa L1 06 o '� c0 p 0 o .o C cco N O O s a N c E ° m E o o O` U N p p c C N O �� .0 N c O N C7 Q .0— tp :3 oc� mo0mE � mU33 oUa�c cna) m y o o o'3 Q == CL CL N c>o m >v o� E N O W> ? °� 0 (n 0 0 c N ai ai o 0 o N o> > NU �p N - o o U O a Ewa) -� vicccUU�- o�ooa�> N cUO p g N E E W a 0 ca .o 0 0 E� T � .Z > w N m c c c N n o 06 o 0 0- co X ° E E �. 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M a) m m cu O U f0 +� C c a) N - N N N° LO o IW- U O m O C (�-j U U O O m N O •ro Z N N O O o o O 5 gg ., > > .. c a) a) co L E= ca =,c_ 0 0 aaa o o^ E E >�> �� °)o a�i:° E o >� o� �'{ a ZO— Q E� 3U1- cnNMUUNa mCY)N7�J= F- R'M.�I - >(A > _ N a t9 cc) O O N CO �1• Lo (O I- 0 0 0 tC) N N M M M M M M M M M M E �Y' �f �h d d• L M O N °o T7 IT o OC) m 00 co rn �C° O o L T-: r 0 r r 64 64 69 69 O O (MO � (D M (V LO LO lqr M LO O �- NO 19T 04 M IAN d N N M CN O r LO 3 m LL LL LL LL (d (0 (U (0 c0 M, 2 (9 6 (0 (0 f0 N W W .J _i J J W W W W W W W W W W W W «- pj N - a) UU o c U ' 'd IL Q '0 O U N CO a N N N Q 7 _ O c M Lo LL r-o0))NCm 171 =�e od a�ia�i N��� Nom? E C14 oiS °oo caapi r �a `03 ° Co N Epp c N c c p p (c°i c N C c j a) Ica >o��ao�ooM o as m0> >°= Y aZi CL U m U N N c c a cc Q 0. 0 0- m �+ U U E!� >N< �cmm °° ° corn > ��N o 0 ° U Q o c o d d .0 .o a• � L o N 0 c °-a° aotD E= m aat � o 0 0 >> c � � v o a) N O c Lu 0 2-0 c c N N 0 0 N a) > >— 5 cn o a) a N= o E c c° o :e Z Z a Q E a>i ° 9 cof C)a0i.flna� v v 4) 40- 3�aci >, ncaz. -o°c yuivi � = ma•CU o�>d� >E� p cu �o a E� g° •0 p Q) c c O O c N '� a� .y >> c N o .2 c N CL >, � CO C M a N c�oa L1 06 o '� c0 p 0 o .o C cco N O O s a N c E ° m E o o O` U N p p c C N O �� .0 N c O N C7 Q .0— tp :3 oc� mo0mE � mU33 oUa�c cna) m y o o o'3 Q == CL CL N c>o m >v o� E N O W> ? °� 0 (n 0 0 c N ai ai o 0 o N o> > NU �p N - o o U O a Ewa) -� vicccUU�- o�ooa�> N cUO p g N E E W a 0 ca .o 0 0 E� T � .Z > w N m c c c N n o 06 o 0 0- co X ° E E �. N a 0 O _ .O E 2 c -O -O 4= == U N> �j N N- fn 2> m T N p a) N o> 7 d o m 00 N N c c N 0 .5 Cif N> co Q O c Np a c N m � .Z -5 co cr0 �°, 0. c cO N O N o o n CL a) a) �° cp N q o NN O coo N s ° O rn 0) N N a m N 0� (n c () N> ++ > N ~' 0 a N U O a N -O 0 0 4-- 0., 06 0 0 0 0 (°) > O° a) +� U ap uUi N V° Q� L E O N a) N d) R1 N N ° O c U U m a Y co T > a) O c c �N N= a) ai a c� tr, o o N N m m- E o 0- 'E ° m- � 0_ o o ach N C o a -t3 >, �� 3 °_j a ca m(N�.00 aaic� 0 cam. o a_ voa0 c n LO CU O (c0 N E F- C U U c- r- C C y O a r- N O N N a B mm U— aa) .9 C:> OQQ -S O L N NON a) m m U N cn '' ui O c NNN c N1 0 m m co � (°j Nn .c cri 'y o N a Sn a) 3 N >' C~ O C � � Q Q -- C C CO �C X N N) > X .r NU O 'C L. ° m w 1 N 0 i i U N N i O m i- c N p 00 Nc Noo Eo"0 Il -U�oo(� tio0 cm O C p N N N N c t a) a) c 7 N N O> N (n N a) CO c LL J -0 L: N r r () ., c c c c O CY CV a) El O N (p a O m c o d �r��� o 0 N N N c0�05 •bl O O 0 0(L a. M a) m m cu O U f0 +� C c a) N - N N N° LO o IW- U O m O C (�-j U U O O m N O •ro Z N N O O o o O 5 gg ., > > .. c a) a) co L E= ca =,c_ 0 0 aaa o o^ E E >�> �� °)o a�i:° E o >� o� �'{ a ZO— Q E� 3U1- cnNMUUNa mCY)N7�J= F- R'M.�I - >(A > _ N a t9 cc) O O N CO �1• Lo (O I- 0 0 0 tC) N N M M M M M M M M M M E �Y' �f �h d d• L M O N LO m u9 O r 'a m t 'o 0 N O U C M ZAMMWm E l O ° O v d Z W LO N(0 N r U UJ w w w W U Z U p co a N a� 0 a) o (1) v a c Lo cu r_ c a v N N E "� N p U �O p = CL 0 0 U (A O 7 •? V v G U O= O v E 0 ro LU c 0 N m p O CO 'p C Q v- C 0 L N N p U C 0 N Q p 0 `U o O O.0 LL fu C a.+0 ccoo.p0ocu 0 CL ocoCL 0 i c c U 0 0 N O Q CL N N N O 0> C t c a c O m O M o o O 0 O 7 O c �p O o —°w c-0 0 m aa� a.�3�0(Dci�a�i U Y a) o. 'n 0 m 0 p c` o 5 m o 0 > c U U m W_ CL o co >> � 0 .c ° QU 'o � a io Ae � E c� m o c 00 > E o �'c�i b m-Y E �� " — E c > NN yw Cp N N p, 0❑❑ �' C N.O C i' p E > c�U O O C L U O O 0 p p a N a N d :a 0) CL N wU U LL p EW ❑ oUUcEEcnaigm c o rn � E E LL' LL ,N o o @ (n E N N ❑ ❑ O. .V pp .«LS V c C N C 7 CL O C O >, O >c`�N(nW 8M Lo nU d Y cotiaom ° I-t Ii• 't d' LO ❑ O m ° w o a N m H O ° N r w m ob m CLc of EI N� V ' O E O Z a � w c J m cn Q 5 w M w N otj 0W _N � N Z Co E � 0 N O N L w uj U 6 aaZ W(L w LO LO CR LO to V, V) 60 w a Z w w w a m 0 F- lOC M O M o O o o CF) o OD o LO 0) N N ZAMMWm E l O ° O v d Z W LO N(0 N r U UJ w w w W U Z U p co a N a� 0 a) o (1) v a c Lo cu r_ c a v N N E "� N p U �O p = CL 0 0 U (A O 7 •? V v G U O= O v E 0 ro LU c 0 N m p O CO 'p C Q v- C 0 L N N p U C 0 N Q p 0 `U o O O.0 LL fu C a.+0 ccoo.p0ocu 0 CL ocoCL 0 i c c U 0 0 N O Q CL N N N O 0> C t c a c O m O M o o O 0 O 7 O c �p O o —°w c-0 0 m aa� a.�3�0(Dci�a�i U Y a) o. 'n 0 m 0 p c` o 5 m o 0 > c U U m W_ CL o co >> � 0 .c ° QU 'o � a io Ae � E c� m o c 00 > E o �'c�i b m-Y E �� " — E c > NN yw Cp N N p, 0❑❑ �' C N.O C i' p E > c�U O O C L U O O 0 p p a N a N d :a 0) CL N wU U LL p EW ❑ oUUcEEcnaigm c o rn � E E LL' LL ,N o o @ (n E N N ❑ ❑ O. .V pp .«LS V c C N C 7 CL O C O >, O >c`�N(nW 8M Lo nU d Y cotiaom ° I-t Ii• 't d' LO ❑ O m ° w o a N m H O ° N r w m ob m CLc of EI N� V ' O E O Z a � w c J m cn Q 5 w M w N otj 0W _N � N Z Co E � 0 N O N L w uj U 6 aaZ W(L w LO LO CR LO to V, V) 60 w a Z w w w a m 0 F- lOC M O M i 10C THE PROSUREGROUP INC. January 26, 2011 Board of County Commissioners of Collier County, Florida Purchasing Department 3327 Tamiami Trail East Naples, FL 34112 -4901 Contractor: Hannula Landscaping and Irrigation, Inc. Project: Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation Bond #: SSB 410702 Amount: $315,959.86 To Whom It May Concern: We have executed the captioned bond(s) on behalf of Hannula Landscaping and Irrigation, Inc. in favor of The Board of County Commissioners of Collier County, Florida. Please note that we have not dated the bond(s) or the Power of Attorney. The copy of the contract we received was not dated and as the bond(s) guarantee(s) the contract, they should not be dated prior to the contract. Please accept this letter as authorization to date the enclosed Performance and/or Payment bond(s), as well as the attached Power of Attorney for the captioned project. Please date these items concurrently with the contract date. Please do not hesitate to contact our office should you have any questions in this regard. Thank you. Sincerely, RLIInsuran uompany David B. Shi k President Attorney -In -Fact for Surety 7217 Benjamin Road, Tampa, FL 33634 813.243.1110 PHONE 1 813.243.1 109 Fax I contractbonds@prosuregroup.com EMAIL www.prosuregroup.com 10C EXHIBIT A PUBLIC PAYMENT BOND Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation Bond No. SSB 410702 Contract No. 10 -5595 KNOW ALL MEN BY THESE PRESENTS: That Hannula Landscaping and Irrigation Inca ' as Principal, and RLI Insurance Comoany as Surety, located at 6000 Cattleridge Drive; Sarasota, FL 34232 (Business Address) are held and firmly bound to Board of county commissioners of collier County, Florida as Obligee in the sum of Three hundred and fifteen thousand, nine hundred and fifty -nine dollars and eighty -six cents ($ 315,959.86 ) for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. r WHEREAS, Principal has entered into a contract dated as of the day of 2010, with Obligee for Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation in Collier County, FL accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed this instrument this day of 2010, the name of each party being affixed and these presents duly signed by its under - signed representative, pursuant to authority of its governing body. GC- CA -A -1 Signed, sealed and delivered in the presence of: itnesses a principal STATE OF V, % j COUNTY OF _fie lOC PRINCIPAL Hannula Landscaping and Irrigation, Inc. BY: CdAk;�� NAME: o„i-- F. )Ad ijuid ITS: Ftr-" AA. /C The foregoing instrument was ac nowledged before me this 31%- day of U 20 by rQ']� - l Y1 as PhE% fm1 of ( ac, a Rnei a corporation, on behalf of the corporation. a is perso II known me OR has produced as identification and did (did-no take an oath. My Commission Expires: �' Notary Public State of Fbrida Gina D Carter NAME. �M�s�My CommisaionDD775416 Expirea04f22121)12 `v (AFFIX OFFICIAL SEAL) ATTEST: (See Next Page) (See Next Page) Witnesses to Surety GC- CA -A -2 (Sigr6ture of Notary) Gna D. Carer (Legibly Printed) Notary Public, State of TLA Commission No.: IfJ71S416 SURETY: RLI Insurance Company (See Next Page) (Printed Name) (See Next Page) (Business Address (See Next Page) (Authorized Signature) (See Next Page) (Printed Name) P1 10C 9 Af2i��� �_j 0 lc;Z7- Steven Schumacher, As -to- Surety As Attorney in Fact / Florida Resident Agent (Attach Power of Attorney) David B. Shick Witnesses Stacie Harper, As -to- Surety (Printed Name) c/o The ProSure Group, Inc. 7217 Benjamin Road Tampa, FL 33634 (Business Address) 813- 243 -1110 (Telephone Number) STATE OF Florida COUNTY OF Hillsborough The foregoing instrument was acknowledged before me this 26th day of January 12011 , by David B. Shick as Attorney- in- Fact/FL. Resident Agent . of RLI Insurance Company Surety, on behalf of Surety. He /She is personally known to me OR has produced N/A as identification and who did (did not) take an oath. My Commission Expires: May 30, 2011 (Signature) Name: Samantha B. Dent (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Florida Commission No.: DD 679736 kri, •"• • = SAMANTHA B. DENT _ Commission DD 679736 Expires May 30, 2011 �i;� Bonded Thru Troy Fain lnsurana 800 .385.7019 GC- CA -A -3 10C 4 EXHIBIT A PUBLIC PERFORMANCE BOND Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape installation Bond No. SSB 410701 Contract No. 10 -5595 KNOW ALL MEN BY THESE PRESENTS: That Hannula Landscaping and Irrigation, Inc. as Principal, and RLI Insurance Company as Surety, located at 6000 Caftleridqe Drive; Sarasota FL 34232 (Business Address) are held and firmly bound to Board of County Commissioners of Collier County, Florida as Obligee in the sum of Three hundred and fifteen thousand nine hundred and fifty -nine dollars and eighty -six cents ($ 315.959.86 ) for the payment whereof we bond ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the day of 2010, with Obligee for Coronado Parkway and Hunter Blvd. Median, Curbing .and.Landscape.lnstallation in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. GC- CA -A -4 This instrument shall be construed in all respect expressly understood that the time provisions and 255.05, Florida Statutes, shall not apply to this bond. lOC s as a common law bond. It is statute of limitations under Section 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 day of , 2010, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in re presence f: PRINCIPAL Hannula Landscaping and Irrigation, Inc. Y: ktnessesas rincipal ( NAME: 17od� NNWIA ITS: Res; STATE OF T1 0(i AA _ COUNTY OF Lee- The foregoing instOru ebnt was acknowledged �Abefore me this 731 r day of as of a corporation, on behalf of the cor oration. dql,*,e is personally known to me OR has produced as identification and did (did not take an oath. My Commi o c NoWypubgIc8tateotFbWa (Sig ature) Gina D ceder p • r'jj My Cwmuean00775416 Name: bl i'la D . CArt c _ Ej�s04@?J2012 ia���,� (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: RfA Commission No.: 117 Sy I I� GC- CA -A -5 ATTEST: SURETY: RLI Insurance Company (See Below) (Printed Name) See Below) (Business Address) (See Below) (Authorized Signature) (See Below) Witnesses as to Surety 5zaz�� - weyz' -- - Steven Schumacher, As -to- Surety Witnesses Stacie Harper, As -to- Surety STATE OF Florida COUNTY OF Hillsborouc6 10C a (See Below) (Printed Name) OR As Attorney in Fact / Florida Resident Agent (Attach Power of Attorney) David B. Shick (Printed Name) c/o The ProSure Group Inc. 7217 Benjamin Road Tampa, FL 33634 (Business Address) 813- 243 -1110 (Telephone Number) The foregoing instrument was acknowledged before me this 26th day of January , 2011 , by _David B. Shick , as Attorney- in- Fact/FL. Resident Agent of RLI Insurance Company , a Surety, on behalf of Surety. He /She is personally known to me OR has produced N/A as identification qnd who did did not) take an oath. My Commission Expires: May 30, 2011 (Signature) Name: Samantha B. Dent (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Florida Commission No.: DD 679736 ;..;:',: SAMANTHA B. DENT GC- CA -A -6 :' *__ Commission DD 679736 Expires May 30, 2011 Ba,ded Th. Troy Fein Ineuretae gpp.�7019 RLI ® RLI Surety P.O. P.O Box 3967 1 Peoria, IL 61612 -3967 Phone: (800)645 -2402 1 Fax: (309)689 -2036 www.riicorp.com Know All Men by These Presents: 10C "p POWER OF ATTORNEY RLI Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company, an Illinois corporation, does hereby make, constitute and appoint: David B. Shick in the City of Tampa , State of _ Florida its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ($10,000,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 1 st day of December 2010 "PpNCEC'., o RLI Insurance Company ?¢ GAaPoa�rF — State of Illinois = , S E A L . By: SS Roy C. Di Vice President County of Peoria %t I;'N 0 �5, On this 1 st day of December 2010 , before me, a Notary Public, personally appeared Roy C. Die , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. By: Cherie L. Montgomery Notary Public "OFFICIAL SEAL" $� 9TA7EOF f CHERIE L. MONTGOMERY � COMMISSION EXPIRES 02/02/12 CERTIFICATE I, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and the seal of the RLI Insurance Company this day of RLI Insurance Company By: Roy C. D' Vice President 0948311030110 A0059207 10C 14 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. 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. 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. Coverages 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 coverages and charge the Vendor for such coverages purchased. If Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this GC- CA -C -1 10 C a1 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 coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. GC- CA -C -2 W1. qW .Florida DepartmentV of Transportation CHARLIE CRIST 605 Suwannee Street GOVERNOR Tallahassee, FL 32399 -0450 November 5, 2008 Mr. Dale F. Hannula Hannula Landscaping And Irrigation, Inc. 28131 Quails Nest Lane Bonita Springs, Florida 34135 RE: DBE AFFIRMATIVE ACTION PLAN APPROVAL Dear Mr. Hannula: 10C .4 STEPHANIE C. KOPELOUSOS SECRETARY The Disadvantaged Business Enterprise Affirmative Action Plan submitted by: Hannula Landscaping And Irrigation, Inc. has been approved for a period of three years. Please update and submit a new plan before the expiration date shown below. If you do not-plan to work on any Florida Department of Transportation projects, it will not be necessary for you to submit a new plan. If you need any additional information, please contact me at (850) 414 -4750. 51T Carol Gree Administrative Assistant Equal Opportunity Office /clg AFFIRMATIVE ACTION PLAN EXPIRATION: November 5, 2011 This plan is one of the requirements to bid on contracts for the Florida Department of Transportation. This is not approval for Unified Cer#itication www. dot. state . fi . u s O RECYa_EO PAPER �.�rn 19 ioc 4 DBE— AFSAMATIVE ACTION -PLAN ------- —;hjt-dlsqoy AR iffi w -F -10 004 - bapter 14-7-8, K� 1plemiftOd ar Rule 0 suppliers on m1i mnimds awgitoo by th, spt 14", FAG.j shall apply to att eoritraGks antdr.WjqW.-tpo 40 'it M and s I '.: twamomanpo -40 -T - 1011 Dale F. Hniatilk, Preklefent FLORIDA EPAA MENT 0 1 RTAT10t E El"') 4TRA RTATIOt EP AR P� E AL 00ORT TY FF1 E E 'V APPROV 0 DISAPPR ED: DATE: Pate ioc o4a. 0 Milt 8Q.0 M's-s"VOY raicam WoM.mv,"m Awoo Othoto oe. jdam., wbt*RQ* Of R.*-- thOver W7$,: F.A.M. Toro MOTSM of loorwill ba" Mid. titbf ft i s,4„ Ord di 00 On. k."', 00"* t =+d O m -Offloor R res pi t h.q- q, -pp%lp. __Wg t 0 M. pamwoffiches Na" mle F. Haundu 2t Out i7r. T Proosea F-MR-MM-AC" VA 4- (4ck,of to. io4wAbdw,bjwt. WOWWO" In view, df-the tyanie MMOVA AM 0 a m two". 16,6mure.. padu pabow o R 9*-wntm* Mdb lbo, Fladda Depart '0 TM'wpo do%m will. W000,10 .00 M064 DO e- Where-the 'work. is to he 10 4 ftAL-0-mwaMyt,F RWA§p & Frow 9t;N .Ot�.rft. =kM dfTWq&ftfb* tiD aWk-*,dl"dvaTftqod; .aubmaramrs tit OL IME M-1- will ma-kow, 0, sdto.0%idho& -0n,ptv%'e'M wiut nor, tO Uift VMW�MMM&OMMR[� W.6it 19- to be rMO 00*4-6 WM OR-PODAWWWO Weft "=In lbdkWa 1. Ay* I'dWW oxem or. Oft mterfa[vi and sonft.w 2. The. Offods OW "rm.-Aft -mw.o Ikowo tool m& tom ftr,4 -OLM-t, D.OmfmohtWo of iftWrads fo-,k'qudq-."q# a d, ribkukift pdribdPa which the ol had pu w by the F-WeTe ftpaofned df T Rnspofttibo.: T" I;. ompany WMdWdbtde P-br DOE: Florida Department of Transportation CHARLIE CRIST GOVERNOR HANNULA LANDSCAPING AND 28131 QUAILS NEST LANE BONITA SPRINGS FL 4135 Dear Sir /Madam: 605 Suwannee Street Tallahassee, FL 32399 -0450 April 27, 2010 IRRIGATION, INC. RE: CERTIFICATE OF QUALIFICATION 10 w STEPHANIE C. KOPELOUSOS SECRETARY The Department of Transportation has qualified your company for the amount and the type of work indicated below. Unless your company is notified otherwise, this rating will expire 6/30/2011. However, the new application is due 4/30/2011. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements and, if applicable, the audited interim financial statements. Section 337.14 (4) F.S. provides that your certificate will be valid for 18 months after your financial statement date. This gives a two month period to allow you to bid on jobs as we process your new application for qualification. To remain qualified with the Department, a new application must be submitted subsequent to any significant change in the financial position or the structure of your firm as described in Section 14- 22.005(3), Florida Administrative Code. MAXIMUM CAPACITY RATING: $13,400,000.00 FDOT APPROVED WORK CLASSES: GRASSING, SEEDING AND SODDING, LANDSCAPING FDOT APPROVED SPECIALITY CLASSES OF WORK: IRRIGATION Please be advised the Department of Transportation -has considered your. company' s d qualification in all work classes requeste. tae have evaluated your company's organization, management, work experience, work performance and adequacy of equipment as directed by section 14- 22.003, Florida Administrative Code. Based on this evaluation, the Department is not able, at this time, to prequalify your company for the work classes: FENCING, GRADING. MAUI rini. gt.Ri -.R fl { 1q. @ RECYCLED PAPER 10C 14 HANNULA LANDSCAPING AND IRRIGATION, INC. April 27, 2010 Page two You may apply, in writing, for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14- 22.0041(3), Florida Administrative Code. Please be advised if certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. Sincerely, Juanita Moore, Manager Contracts Administration Office JM:cj 10C % V STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION CONTRACTORS BID OPPORTUNITY LIST Please complete and mail or fax to: Equal Opportunity Office 605 Suwannee St., MS 65 Tallahassee, FL 32399 -0450 TELEPHONE: (850) 414 -4747 FAX: (850) 414 -4879 This information may also be included in your bid or proposal package. 275 - 030 -10 EQUAL OPPORTUNITY OFFICE 02108 Prime Contractor /Consultant: Hannula Landscapinq And Irrigation, Inc. Federal ID # 65- 0375795 Address /Telephone Number: 28131 Quails Nest Lane Bonita Springs, Florida 34135 (239) 992 -2210 Bid /Proposal Number: ITB #2 -09 -10 SR739 /Evans Avenue Landscaping From Hanson St. To Dr. Martin Luther King Jr. Blvd. Quote Submitted MM /YR: May, 2010 49 CFR Part 26.11 requires the Florida Department of Transportation to develop and maintain a "bid opportunity list." The list is intended to be a listing of all firms that are participating, or attempting to participate, on DOT - assisted contracts. The list must include all firms that bid on prime contracts, or bid or quote subcontracts and materials supplies on DOT - assisted projects, including both DBEs and non -DBEs. For consulting companies this list must include all subconsultants contacting you and expressing an interest in teaming with you on a specific DOT assisted project. Prime contractors and consultants must provide information for Nos. 1, 2, 3 and 4 and should provide any information they have available on lumbers 5, 6, 7, and 8 for themselves, and their subcontractors and subconsultants. 1. Federal Tax ID Number: 6, ❑ DBE 8. Annual Gross Receipts 2. Firm Name: Gulf Coast Underground ❑ Non -DBE ❑ Less than $1 million 3. Phone: 239 - 274 -9504 More than $15 million ❑ Between $1 - $5 million 4. Address: 3093 Hunter Street ❑ Between $5 - $10 million Ft. Myers, Florida 33916 7. ® Subcontractor ❑ Between $10 - $15 million ❑ Subconsultant ❑ More than $15 million 5. Year Firm Established: 1, Federal Tax ID Number: 6. ❑ DBE 8, Annual Gross Receipts 2. Firm Name: CABCO, Corp. ❑ Non -DBE ❑ Less than $1 million 3. Phone: 239 - 334 -4427 More than $15 million ❑ Between $1 - $5 million 4. Address: P.O. Box 60531 ❑ Between $5 - $10 million Ft. Myers, Florida 33901 7. ® Subcontractor ❑ Between $10 - $15 million ❑ Subconsultant ❑ More than $15 million 5. Year Firm Established: 1. Federal Tax ID Number: 2. Firm Name: Florida Power & Light 3. Phone: 239 - 332 -9154 4. Address: General Mail Facility Miami, Florida 33188 -0001 5. Year Firm Established: 6. ❑ DBE ❑ Non -DBE 7. ® Subcontractor ❑ Subconsultant 8. Annual Gross Receipts ❑ Less than $1 million ❑ Between $1 - $5 million ❑ Between $5 - $10 million ❑ Between $10 - $15 million ❑ More than $15 million STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION CONTRACTORS BID OPPORTUNITY LIST ,. Federal Tax ID Number: 6. ❑ DBE 2. Firm Name: AFC Electric ❑ Non -DBE 3. Phone: 239 - 498 -3131 02108 More than $15 million 4. Address: 10550 Abernathy Street Between $1 - $5 million 4. Address: ❑ Bonita Springs Florida 34135 7. ® Subcontractor 7. ❑ ❑ Subconsultant 5. Year Firm Established: 7. ❑ Subcontractor 1. Federal Tax ID Number: 2. Firm Name: ABT. Inc. 3. Phone: 239 - 693 -9900 4. Address: 6560 Pangola Dr. Ft Myers Florida 33905 5. Year Firm Established: 6. ❑ DBE ❑ Non -DBE 7. ® Subcontractor ❑ Subconsultant 10C.4 Annual Gross Receipts ❑ Less than $1 million ❑ 275.030 -10 EQUAL OPPORTUNITY OFFICE ❑ Between $10 - $15 million 02108 8. Annual Gross Receipts ❑ Less than $1 million ❑ Between $1 - $5 million ❑ Between $5 - $10 million ❑ Between $10 - $15 million ❑ More than $15 million 8. Annual Gross Receipts ❑ Less than $1 million ❑ Between $1 - $5 million ❑ Between $5 - $10 million ❑ Between $10 - $15 million ❑ More than $15 million 1. Federal Tax-ID Number: 65- 0375795 6. ❑ DBE 8: Annual Gross Receipts 2. Firm Name: Hannula Landscapinq Wrri ® Non -DBE ❑ Less than $1 million 3. Phone: 239 - 992 -2210 Between $1 - $5 million 4. Address: ❑ Between $1 - $5 million 4. Address: 28131 Quails Nest Lane 7. ❑ ® Between $5 - $10 million Between $10 - $15 million Bonita Springs Florida 34135 7. ❑ Subcontractor ❑ Between $10 - $15 million ❑ Subconsultant ❑ More than $15 million 5. Year Firm Established: 1992 1. Federal Tax ID Number: 2. Firm Name: 3. Phone: 4. Address: 5. Year Firm Established: 6. ❑ DBE ❑ Non -DBE 7. ❑ Subcontractor ❑ Subconsultant 8. Annual Gross Receipts ❑ Less than $1 million ❑ Between $1 - $5 million ❑ Between $5 - $10 million ❑ Between $10 - $15 million ❑ More than $15 million 1. Federal Tax ID Number: 6. ❑ DBE 8. Annual Gross Receipts 2. Firm Name: ❑ Non -DBE ❑ Less than $1 million 3. Phone: ❑ Between $1 - $5 million 4. Address: ❑ Between $5 - $10 million 7. ❑ Subcontractor ❑ Between $10 - $15 million ❑ Subconsultant ❑ More than $15 million 5. Year Firm Established: STATE OF FLORIDA DEPARTMIENT OFTRANSPORTATION .0-OFFICER NOT) F,JG TO FDOT OF EE 10C q 275-021-13 EQUAL OPPORTUNITY 01ID7 m A g1Jhas X 68 41, w rRa, 0% WCOUP) BooM Springs, P16TIft 39''135 fi. 5x 4.60ir: -68 (239)498 18 4fl jreA W ;M— ;1 W Dub AbpAtqte.91GbaA-q0.d Nal d 4 Y S -h( --T Pr%`Idont . . . . . . MA Ur ss'qf-EEG-Gfflpr: (city, stag� z1o): u sl Mik a., 34135 V. .,fEff :- S Wu eat-1 .3-. S-.IGNATU; IkE OF GORPORATE. 0.17171 C-IAL ,.,Wf Q P. -V6i4l Pr&W& ns hbludEid* Jrr. 06h ix-T 0'�Qripips abd As req. lu#r6d - In the Equal Emple ment Oppow-n-iiy. if �6-ni 1-111ghw6y.. Ojw E? - IUD Ray. TIM '0 TIP EMMA Use) Sectior-t-4, Processing of-Notification A 20: `bate�PdDOessed:: {rnS/dayiyt VOP Mailed efttmctar Florida Department of Transportation CHARLIE CRIST 605 Suwannee Street GOVERNOR Tallahassee, FL 32399 -0450 November 5, 2008 Mr. Dale F. Hannula Hannula Landscaping And Irrigation, Inc. 28131 Quails Nest Lane Bonita Springs, Florida 34135 RE: EEO AFFIRMATIVE ACTION PLAN APPROVAL Dear Mr. Hannula: 10 40*4 STEPHANIE C. KOPELOUSOS SECRETARY The Equal Employment Opportunity Affirmative Action Plan submitted by: Hannula Landscaping And Irrigation, Inc. has been approved. Please update any changes to your plan as they occur. It will not be necessary for you to submit a new plan unless there has been a change in the designation of your EEO Officer. If you need any additional information, please call Carol Greene at (850) 4'14 - 4750 Sincerely, Cf Carol Gree e Administrativei Assistant Equal Opportunity Office /cg- Attachment(s) W W W, d ot. state.fl.0 s ® RECYCLEO PAPER rc ioc 4 UntAull La)cLdleaping And Xm-'p qp, Int:, 28131 Quil its Nest Lam' PACM I 'IDA 2W8 8�1 Date F, hansullik, pr6stdon, t ................. OOKQY1WR*TIOPPQRMWYAMD F WO A-0,71 4. A, 1.!"I"'Ipm jam, yr .pet y � b WI Io rd9i t L Ni, N M ' ft, A IMP. 10 we d A !"n M d"Xft*ft or tr da 4, Mill , hs.. N an equal • 140rMatlon f r t 10 A fro m all . aily . F ul M 9 0 I'G.; Mm 10C Et&A*PMW-'&T[*. 43. W—A 1.54, ORSUM MAt -aff:,hdmkx, owlac odf M* WOW A im r yfisfiftm}.A. fbttm$-& M Awkwoft v: ice,} fbf Atmodoftw. V torIT • rf dwo "t I�o- tbm- 0140 loft.- tt Mt. loc^ TA MOP peft PW 1. 04 C""� lao"Od whim jwdkkte�: the- .O.M.0 th.. Wnhow U.'! m I* J, h OMOW -NM M1,02 l*-4&rftllhe M. MR., 00" a VhftMMA4 vMh W',L ioc- A THE CONTRACTOR CERTIFIES THE FOLLOWING STATEMENTS: Non - Collusion Provision The undersigned hereby certifies, to the best of his or her knowledge and belief, that on behalf of the person, firm, association, or corporation submitting the bid certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid. Failure to submit the executed statement as part of the bidding documents will make the bid nonresponsive and not eligible for award consideration. Lobbvine Certification "The undersigned hereby certifies, to the best of his or her knowledge and belief, that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence either directly or indirectly an officer or employee of any state or federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal Contract, the making of any Federal grant, the malting of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (b) If any funds other than Federal appropriated funds have been paid or will be'paid to any person for influencing or attempting to influence an officer or employee of any'agency, a member of Congress, an officer or employee of Congress, or an employee of a member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -L "Disclosure Form to Report Lobbying ", in accordance with its instructions. (c) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, US Code. Any persons who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure." Revised 01/29/2010 H -24 10 C ` }? Suspension and Debarment "The Bidder certifies that, neither the firm nor any person associated therewith in the capacity of owner, partner, director, officer, principal, investigator, project director, manager, auditor, and /or position involving the administration of federal funds: (a) is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions, as defined in 49 CFR s29.1 10(a), by any federal department or agency; (b) has within a three -year period preceding this certification been convicted of or had a civil judgment rendered against it for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a federal, state, or local government transaction or public contract; violation of federal or state antitrust statutes; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) is presently indicted for or otherwise criminally or civilly charged by a federal, state, or local governmental entity with commission of any of the offenses enumerated in paragraph 9(b) of this certification; and (d) has within a three -year period preceding this certification had one or more federal, state, or local government public transactions terminated for cause or default. ' The Bidder certifies that it shall not knowingly enter into any transaction with any subcontractor, material supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this project by a_ny*deral ageiWy unless autJ orized by the Florida Department of Transportation." Signa re 1 -,)a, lc. t• [-I A N N WI q Printed Name ++ � AMMW C% La.tiIScap)N) Awi 4'd;9�t'fAr./� ANC. Firm Name Revised 01/29/2010 H -25 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CERTIFICATION OF NON SEGREGATION & NON DISCRIMINATION SECTION 1: PROJECT IDENTIFICATION Aal Project No. 2. F.A.P. No. 3. FDOT LAP Contract No. 1 4. Cow L.ec. NAA 1- „AlscY�4r3 Awl. ny Name of Contractor, Supplier, Rental-Company on �/UHIq Lctn,lscay� ,d�v ��`?r SECTION 2: CER IFICATION STATEMENTS CERTIFICATION OF NONSEGREGATED FACILITIES As a federally assisted construction contractor, hereby certify: the following for t his company: A. This company does not maintain or provide any segregated facilities for employees at any of our establishments and we do not permit our employees to perform their services at any location, under our control, where segregated facilities are maintained. B. Agreement that a* breach of this certification Is a violation of the equal opportunity clause In this contract. C. We will - obtain and retain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of,the equal opportunity clause. As used in this certification, the terms "segregated facilities” means any waiting rooms, work areas, restrooms and washrooms, restaurants and fountains, recreation or entertainment area, transportation, and housing facilities provided for employees which are segregated by explicit directives or are in fact segregated on the basis of race, color, religion or national origin because of habit, local custom, or any other reason. 10 w or C" 275- 030.13 EQUAL OPPORTUNnY OFFICE 07109 ox 7 CERTIFICATION OF NON DISCRIMINATION As a contractor, sub recipient or subcontractor on a Federally funded contract, this company certifies that it shall not discriminate on the basis of race, color, national origin, or sex in the performance of such contracts. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. The company agrees that a failure to carry out these requirements' is a material breach of contract, which may result in the contract's termination or such other remedy as the recipient deems appropriate. Each subcontract, rental agreement and or material supplier agreement this company subsequently enters into for this contact will require this same Certification. It is the policy of this company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Actions include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay and other forms of compensation; and selection for training, including apprenticeship, pre apprenticeship, and/or on-the-job training. This certification extends to the project Identified above and affirms our commitment to insure nondiscrimination and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions of FHWA -1273. Compliance with Title VI of the Civil Rights Act and the provisions of the American Disabilities Act of 1990 are incorporated in this certification. 9. Name firstflast of corporate Official signing Certification 1 10. Job Title of person named in Box 9 F- t4vim 9v wL1 I I p2esi JrA ! 12. Date of Signature 19. 1.1L) 10 H -35 10 C A 276. 030 -13 EQUAL OPPORTUNITY OFFICE 07/09 Certification of Non Segregation & Non Discrimination Instructions for Compieting Form This form is provided to contractors on federally assisted road and bridge construction projects to affirm their commitment to nondiscrimination and non segregated facilities during the term of a contract. Box 1: Fin. Proj No. — The Financial Project Number Box 2: FAP No..— The Federal Aid Project Number assigned to federally funded projects or'non -FAP' Box 3: FDOT LAP Contract No. — The project's Local Area Project ('LAP') number Box 4: County — County or counties project work is being performed in Box 5: District or Local Agency — The Department's District Number Designation where the project is located Districts are 1 -7, and the Turnpike District or the name of the city, county or entity administering the contract Box 6: Prime Contractor Name — The name of the prime contractor. Box 7: Company Name of Contractor, Supplier, Rental Company or Agency Submitting this certification — name of company submitting the certification Box 8: FEID No. — Federal Identification Number of company named in Box 7 Box 9: Name (first, last (of corporate official signing certification. — First name, last name Box 10: Job Title of person named in Box 9 —job title Box 11: Signature of Certifying Official — signature of person named in Box 9 Box 12: Date of signature — Month /day /year of signature H -36 10 w ANNU ]^ APM $ IRRIGATII FOUNDED 1992 CONTRACTOR'S EXPERIENCE, REFERENCES AND COMMUNICATION EQUIPMENT LANDSCAPING & IRRIGATION INSTALLATION PROJECTS CONTRACTOR'S (5) YEARS EXPERIENCE AS A LANDSCAPE, IRRIGATION, AND MAINTENANCE CONTRACTOR. 1. Evidence Of (5) Years Experience In Specific Area Of Expertise For which Services Are Provided. The Following projects specifically include landscape installation, irrigation system installation, irrigation system with drip tube emitters, pump station installation, well drilling, sign fabrication and installation, fencing, hardscapes, landscape maintenance, directional boring, maintenance of traffic, installing landscape materials with cranes, electrical service, irrigation system maintenance, turf grass maintenance, site maintenance, irrigation Motorola control equipment installation and maintenance, and mitigation restoration. Name of Project Account Contract Start / Owner / Contact Amount Complete 1. Golden Gate Parkway $1,317,845.00 2007 -2008 Collier County ATM Dept. Grade Separated Overpass 2885 S. Horseshoe Drive Naples, Florida Naples, Florida 34104 Two Miles Roadway Medians Mr. Bob Petersen 239 - 252 -5871 Services Provided: Prime Contractor: Landscaping and Irrigation Installation, Landscape and Irrigation Maintenance, Maintenance Of Traffic, Irrigation System Maintenance, Site Maintenance, Site Work (Demolition And Grading) Turf Grass Installation And Maintenance, Mitigation Restoration, Motorola Irrigation Control Equipment Services, Sub Contracted: Directional Boring And Electrical Services. 2. Gulf Coast Town Center $3,607,900.00 2005 -2007 CBL & Assoc. Estero Florida 15 Acre Shopping Center 10C � Chattanooga Tennessee Mr. Brian Stoker 423 - 855 -1550 Services Provided: Sub Contractor to General Contractor: Landscaping and Irrigation Installation, Directional Boring, Signage Installation, Fencing, Site Work, Hardscapes, Maintenance of Traffic, Irrigation System. Landscaping, Turf Grass, and Irrigation System Maintenance During Construction, And Until Two Year Final Acceptance, Mitigation Restoration. Rainbird MDC 2 -Wire Central Control System. 3. U.S 41 Corkscrew Road $1,685,291.00 2007 -2008 Lee County DOT To Northern City Limits Operations Of Bonita Springs 5560 Zip Drive Bonita Springs Ft. Myers, Florida 33905 Three Plus Miles Roadway Medians Bob DeBrocic 239 - 533 -9425 Services Provided: Prime Contractor: Landscaping and Irrigation Installation, Landscape And Irrigation Maintenance, Maintenance Of Traffic, Irrigation System Maintenance, Site Maintenance, Irrigation System With Drip Tubing and Emitters, Site Work, Turf Grass Installation and Maintenance, Hunter ACC With Telephone Module Central Control, Subcontracted Directional Boring And Electrical Services. 4. S.W. FL. Regional $2,232,555.00 2004 -2005 Lee County Port Authority Airport Steve Monk- John Carlo Ft. Myers, Florida 239 - 707 -1126 Airport Building, Parking, and Common Areas Services Provided: Subcontractor to General Contractor: Landscape and Irrigation System Installation, Sign /Gazebo Fabrication and Installation, Fencing Maintenance of Traffic, Site Work, and Electrical Services. Landscaping, Turf Grass, and Irrigation System, Hunter Central Control System IMMS 2.0 Maintenance During Construction and Until One Year Final Acceptance; Mitigation Restoration. 5. U.S. 41 SR 90 $973,859.00 2007 -2007 Tamiami Trail East Phase D Naples, Florida Two Miles Roadway Medians and ROW 10C.4 Collier County ATM Department 2885 S. Horseshoe Drive Naples, Florida 34104 Mr. Bob Petersen 239 - 252 -5871 Services Provided: Prime Contractor Landscape And Irrigation System Installation, Pump Installation, Signage Repair, Maintenance Of Traffic, Electrical Services, and Site Work. Landscaping, Turf Grass, Irrigation System, and Site Maintenance during Construction, and Irrigation Motorola Controller systems installation and service: Subcontracted Directional Boring and Electrical Services. 6. Azure at Bonita Bay $749,125.00 2005 -2006 Lutgert Companies Bonita Springs, Florida 4200 Gulf Shore Blvd. N. High Rise Condominium Naples, Florida 34103 Michael Hoyt 239 - 261 -6100 Services Provided: Subcontractor to General Contractor: Landscape and Irrigation System Installation, Electrical Services, Tower Crane Direction, Water Meter Connections. Landscaping, Turf Grass, and Irrigation System Maintenance During Construction. 7. Airport Pulling Road $506,749.00 2004 -2004 Collier County ATM Dept. Naples, Florida 2885 S. Horseshoe Drive Two Miles Roadway Medians and ROW Naples, Florida 34104 Ms. Pam Lulich 239 - 252 -6291 Services Provided: Prime Contractor: Landscape and Irrigation System Installation, Electrical Services, Site Work, Maintenance of Traffic. Landscape, Turf Grass, and Irrigation System and Site Maintenance During Construction And Ongoing Current Contract. 8. Golden Gate Blvd. $478,939.00 2003 -2007 Collier County ATM Dept. Phase III, 2885 S. Horseshoe Drive Phase II Naples, Florida 34104 Phase I Scott Windham Naples, Florida 239 - 390 -1936 Three Plus Miles Roadway Medians and ROW lOC Services Provided: Prime Contractor Landscape And Irrigation System Installation, Electrical Services, Directional Bore Services, Well Drilling, Signage, Maintenance Of Traffic, Site Work. Landscaping, Turf Grass, Irrigation System Maintenance during Construction and Ongoing Current Contract. Irrigation Motorola Controller Systems Installation And Service. 9. Collections AT $1,094,819.00 2006 -2007 Woolbright Development Vanderbilt Naples, Florida Naples, Florida Laura Sloat Five Plus Acre Shopping Center 239 -596 -2807 Services Provided: Sub Contractor To Developer: Landscape And Irrigation Systems Installation, Site Work, Tree Relocation, Irrigation Maintenance. Landscaping, And Turf Grass Maintenance During Construction and Ongoing Current Contract, and Mitigation restoration. 10 Livingston Road $, 1,015,702.00 2004 -2005 Collier County ATM Dept. Immokalee To The 2885 S. Horseshoe Drive Collier County Line Naples, Florida 34104 Naples, Florida Bob Petersen Five Plus Miles Roadway Medians And ROW 239 - 252 -5871 Services Provided: Prime Contractor: Landscape And Irrigation Systems Installation, Electrical Services, Directional Boring Services, Water Meter Connections, Pump Stations, Maintenance Of Traffic, Site Work. Landscape, Turf Grass, and Irrigation System Maintenance During Construction. 11 U.S. 41 Boy Scout Drive $934,674.00 2007 -2008 Lee County DOT Fowler Street To College Operations Parkway 5560 Zip Drive One Plus Mile Roadway Medians Ft. Myers, Florida 33905 Bob DeBrock 239 -533 -9425 Services Provided: Prime Contractor: Landscape And Irrigation Systems Installation, Electrical Services, Directional Boring Services, Pump Stations, Maintenance Of Traffic, Site Work, Concrete Removal, Trellis Installation, Irrigation System With Drip Tubing And Emitters, Irrigation Hunter ACC Telephone Central Control System Installation / Maintenance, Landscape, Irrigation, and Site Maintenance. 12 Bonita Beach Road $783,450.00 2007 -2008 Lee County DOT Landscape & Irrigation Operations Project From Mango Drive 5560 Zip Drive To I -75 Ft. Myers, Florida 33905 Two Miles Roadway Medians And ROW Bob DeBrock 10C 4 239 - 533 -9425 Services Provided: Prime Contractor: Landscape And Irrigation Systems Installation, Irrigation System With Drip Tubing And Emitters, Electrical Services, Directional Boring Services, Maintenance Of Traffic, Pump Stations, and Site Work. Irrigation Hunter ACC Telephone Central System Installation /Maintenance, Landscaping, Irrigation, Site and Turf Grass Maintenance. 13 U.S. 41 (SR 90) Tamiami Trail $ 588,355.00 2007 -2007 Collier County ATM East Phase E Barefoot Williams Department To Collier Blvd. 2885 S. Horseshoe Dr. One Plus Miles, Roadway Medians & ROW Naples, Florida 34104 Mr. Bob Petersen 239 - 252 -5871 Services Provided: Prime Contractor: Landscaping And Irrigation System Installation, Pump Stations, Directional Boring Services, Maintenance Of Traffic, Electrical Services, Site Work. Landscape, Turf Grass, Irrigation System Maintenance During Construction, and Irrigation Motorola Controller Systems Installation and Service. 14 US 41 Phase V $ 670,280.00 2007 Two Plus Miles, Roadway Medians & ROW Collier County ATM 2885 S. Horseshoe Dr. Naples, Florida 34104 Mr. Bob Petersen 239 - 252 -5871 Services Provided: Prime Contractor: Landscaping And Irrigation System Installation, Pump Stations, Directional Boring Services, Maintenance Of Traffic, Electrical Services, Site work. Landscape, Turf Grass, Irrigation System Maintenance During Construction, and Irrigation Motorola Controller Systems Installation and Service. 15 Goodlette Frank ' $ 897,189.00 2007 -2008 Collier County ATM Golden Gate to Pine Ridge Department 2885 S. Horseshoe Dr. Two Plus Miles, Roadway Medians & ROW Naples, Florida 34104 Mr. Bob Petersen 239 - 252 -5871 Services Provided: Prime Contractor: Landscaping And Irrigation System Installation, Pump Stations, Directional Boring Services, Maintenance Of Traffic, Electrical Services, Site work. Landscape, Turf Grass, Irrigation System Maintenance During Construction, and Irrigation Motorola Controller Maintenance. 16. Landscape & Irrigation Projects: Immokalee Rd., Phase II & III, Vanderbilt Beach Rd. Phase I & II, & Rattlesnake Hammock Rd. Naples, Florida Ten Miles Roadway Medians And ROW 10C 14 $1,831,857.00 2009 -2010 Collier County ATM Department 2885 S. Horseshoe Dr. Naples, Florida 34104 Mr. Bob Petersen 239 - 252 -5871 Services Provided:Prime Contractor: Landscape and Irrigation Installation, Pump Stations, Maintenance Of Traffic, Electrical Services, Directional Boring Services, Well Drilling, Water Meters, Site Work, Irrigation Motorola Controller Systems Installation And Service, Landscape, Irrigation, Site and Turf Grass Maintenance. 17. The Mercato US 41 And Vanderbilt Beach Road Town Center $ 2,109,104.00 2007 -2010 The Lutgert Companies 4200 Gulf Shore Blvd. N. Naples, Florida 34103 Mr. Michael Hoyt 239 - 261 -6100 Services Provided: Subcontractor to General Contractor: Landscape and 2 -Wire Irrigation System Installation, Wells, Pumps, Site Work, Large Tree Moving, Maintenance Of Traffic, Turf Grass, Mitigation Restoration, Landscape, Irrigation and Site Maintenance, Hunter Central control System IMMS 2.0 Installation and Maintenance. 18. Summerlin Road Landscape $2,173,901.00 2009 -2010 Lee County DOT And Irrigation Project From Operations Sanibel Island To Pine Ridge Road 5560 Zip Drive Ft. Myers, FL. 33905 Bob DeBrock 239 -533 -9425 Services Provided: Prime Contractor: Landscaping And Irrigation Installation, Landscape And Irrigation Maintenance, Maintenance Of Traffic, Irrigation System Maintenance, Site Maintenance, Irrigation With Drip Tubing And Emitters, Site Work, Turf Grass Installation and Maintenance, Hunter ACC Central Control System, Fencing, Directional Boring, And Electrical Connections. 10C M 19. Florencia: $772,620.00 2006 -2008 Kraft Construction The Colony At Pelican Bay 3520 Kraft Road High Rise Condominium Naples, Florida 34105 Steve DeLong 239 - 772 -6200 Services Provided: Subcontractor to General Contractor: Landscape and Irrigation System Installation, Electrical Services, Tower Crane Direction, Water Meter Connections. Landscaping, Turf Grass, and Irrigation System Maintenance During Construction, and Post Construction. Date: November 17, 2010 Dale F. Hannula Hannula Landscaping & Irrigation, Inc. 10C 11 3. Evidence Of Communication Equipment Which Allows The Countv Immediate Access To Contractor When Services Are Required. 1. Telephone: (239) 992 -2210 2. Fax: (239) 498 -6818 3. Cellular Phones: Nextel Communications: Office, Managers, Field Crew Leaders, And Service Technicians. 4. E -Mail: Office, Managers (Blackberry) Service Technicians 5. Numbers: Nextel: Dale Hannula (239)872 -6632 161 *35 *28384 dhannula (a,hannulalandscaping.com Damon Himmel (239) 872 - 6646161 161 *35 *28394 dhimmel (i�hannulalandscaping.com Andy Estrada (239)340 -4723 159 *22675 *1 aestrada (a,hannulalandscaping.com Scott Douglas (239) 872 - 6622161 *35 *28378 sdouglasAhannulalandscaping.com 10 C 1; Verify. «},. � vcr ier �. it �ivr:r F mc: Company ID Number: 262825 THE E- VERIFY PROGRAM FOR EMPLOYMENT VERIFICATION MEMORANDUM OF UNDERSTANDING ARTICLE I PURPOSE AND AUTHORITY This Memorandum of Understanding (MOU) sets forth the points of agreement between the Department of Homeland Security (DHS) and Hannula Landscaping, Inc. (Employer) regarding the Employer's participation in the Employment Eligibility Verification Program (E- Verify). This MOU explains certain features of the E- Verify program and enumerates specific responsibilities of DHS, the Social Security Administration (SSA), and the Employer. E- Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of the Employment Eligibility Verification Form (Form 1 -9). For covered government contractors, E- Verify is used to verify the employment eligibility of all newly hired employees and all existing employees assigned to Federal contracts. Authority for the E -Verify program is found in Title IV, Subtitle A, of the Illegal - Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104 -208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). Authority for use of the E- Verify program by Federal contractors and subcontractors covered by the terms of Subpart 22.18, "Employment Eligibility Verification ", of the Federal Acquisition Regulation (FAR) (hereinafter referred to in this MOU as a "Federal contractor") to verify the employment eligibility of certain employees working on Federal contracts is also found in Subpart 22.18 and in Executive Order 12989, as amended. ARTICLE II FUNCTIONS TO BE PERFORMED A. RESPONSIBILITIES OF SSA 1. SSA agrees to provide the Employer with available information that allows the Employer to confirm the accuracy of Social Security Numbers provided by all employees verified under this MOU and the employment authorization of U.S. citizens. 2. SSA agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E- Verify program. SSA agrees to provide the Employer with names, titles, addresses, and telephone numbers of SSA representatives to be contacted during the E- Verify process. 3. SSA agrees to safeguard the information provided by the Employer through the E- Verify program procedures, and to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security Numbers and for evaluation of the E- Verify program or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). Pagel of 131E- Verify MOU for EmployerjRevision Date 10/29108 lOC -Ve r i fy. 4 A411�' � :• Company ID Number: 262825 4. SSA agrees to provide a means of automated verification that is designed (in conjunction with DHS's automated system if necessary) to provide confirmation or tentative nonconfirmation of U.S. citizens' employment eligibility within 3 Federal Government work days of the initial inquiry. 5. SSA agrees to provide a means of secondary verification (including updating SSA records as may be necessary) for employees who contest SSA tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of U.S. citizens' employment eligibility and accuracy of SSA records for both citizens and aliens within 10 Federal Government work days of the date of referral to SSA, unless SSA determines that more than 10 days may be necessary. In such cases, SSA will provide additional verification instructions. B. RESPONSIBILITIES OF DHS 1. After SSA verifies the accuracy of SSA records for aliens through E- Verify, DHS agrees to provide the Employer access to selected data from DHS's database to enable the Employer to conduct, to the extent authorized by this MOU: • Automated verification checks on alien employees by electronic means, and • Photo verification checks (when available) on employees. 2. DHS agrees to provide to the Employer appropriate assistance with operational problems that may arise during the Employer's participation in the E- Verify program. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E- Verify process. 3. DHS agrees to provide to the Employer a manual (the E- Verify User Manual) containing instructions on E- Verify policies, procedures and requirements for both SSA and DHS, including restrictions on the use of E- Verify. DHS agrees to provide training materials on E- Verify. 4. DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in the E -Verify program. DHS also agrees to provide to the Employer anti- discrimination notices issued by the Office of Special Counsel for Immigration - Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 5. DHS agrees to issue the Employer a user identification number and password that permits the Employer to verify information provided by alien employees with DHS's database. 6. DHS agrees to safeguard the information provided to DHS by the Employer, and to limit access to such information to individuals responsible for the verification of alien employment eligibility and for evaluation of the E- Verify program, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security Numbers and employment eligibility, to enforce the Immigration and Nationality Act (INA) and Federal criminal laws, and to administer Federal contracting requirements. 7. DHS agrees to provide a means of automated verification that is designed (in conjunction with SSA verification procedures) to provide confirmation or tentative ag 2 of 131E- Verify MOU for EmployerlRevision Date 10/29/013 10 e _ , �iilll, E- VGRIFS 1. 1 ,tl�V lf:f F UH' Company ID Number: 262825 nonconfirmation of employees' employment eligibility within 3 Federal Government work days of the initial inquiry. 8. DHS agrees to provide a means of secondary verification (including updating DHS records as may be necessary) for employees who contest DHS tentative nonconfirmations and photo non -match tentative nonconfirmations that is designed to provide final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. C. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system. 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted regarding E- Verify. 3. The Employer agrees to become familiar with and comply with the most recent version of the E- Verify User Manual. 4. The Employer agrees that any Employer Representative who will perform employment verification queries will complete the E- Verify Tutorial before that individual initiates any queries. A. The Employer agrees that all Employer representatives will take the refresher tutorials initiated by the E -Verify program as a condition of continued use of E- Verify, including any tutorials for Federal contractors if the Employer is a Federal contractor. B. Failure to complete a refresher tutorial will prevent the Employer from continued use of the program. 5. The Employer agrees to comply with current Form 1 -9 procedures, with two exceptions: • If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form 1 -9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E- Verify at 888 - 464 -4218. If an employee presents a DHS Form 1 -551 (Permanent Resident Card) or Form 1 -766 (Employment Authorization Document) to complete the Form 1 -9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1 -9. The employer will use the photocopy to verify the photo and to assist DHS with its review of photo non - matches that are contested by employees. Note that employees retain the right to present any List A, or List B and List C, documentation to complete the Form 1 -9. DHS may in the future designate other documents that activate the photo screening tool. P,.Ago i3 of 13JG Verify MOU for EmployerlRevision Dade 10129/03 10 f' 1111111 Ven f Y_ Vl: p.l FS' I A I:RVI 1 t I:iM_ Company ID Number: 262825 6. The Employer understands that participation in E -Verify does not exempt the Employer from the responsibility to complete, retain, and make available for inspection Forms 1 -9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form 1 -9 procedures, except for the following modified requirements applicable by reason of the Employer's participation in E- Verify: (1) identity documents must have photos, as described in paragraph 5 above; (2) a rebuttable presumption is established that the Employer has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of any individual if it obtains confirmation of the identity and employment eligibility of the individual in compliance with the terms and conditions of E- Verify; (3) the Employer must notify DHS if it continues to employ any employee after receiving a final nonconfirmation, and is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) the Employer is subject to a rebuttable presumption that it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A) if the Employer continues to employ an employee after receiving a final non confirmation; and (5) no person or entity participating in E- Verify is civilly or criminally liable under any law for any action taken in good faith based on information provided through the confirmation system. DHS reserves the right to conduct Form 1 -9 compliance inspections during the course of E- Verify, as well as to conduct any other enforcement activity authorized by law. 7. The Employer agrees to initiate E- Verify verification procedures for new employees within 3 Employer business days after each employee has been hired (but after both sections 1 and 2 of the Form 1 -9 have been completed), and to complete as many (but only as many) steps of the E- Verify process as are necessary according to the E -Verify User Manual. The Employer is prohibited from initiating verification procedures before the employee has been hired and the Form 1 -9 completed. If the automated system to be queried is temporarily unavailable, the 3 -day time period is extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. In all cases, the Employer must use the SSA verification procedures first, and use DHS verification procedures and photo screening tool only after the SSA verification response has been given. Employers may initiate verification by notating the Form 1 -9 in circumstances where the employee has applied for a Social Security Number (SSN) from the SSA and is waiting to receive the SSN, provided that the Employer performs an E- Verify employment verification query using the employee's SSN as soon as the SSN becomes available. 8. The Employer agrees not to use E- Verify procedures for pre - employment screening of job applicants, in support of any unlawful employment practice, or for any other use not authorized by this MOU. Employers must use E- Verify for all new employees, unless an Employer is a Federal contractor that qualifies for the exceptions described in Article II.D.1.c. Except as provided in Article II.D, the Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. The Employer understands that if the Employer uses E- Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its access to SSA and DHS information pursuant to this MOU. 9. The Employer agrees to follow appropriate procedures (see Article III. below) regarding tentative nonconfirmations, including notifying employees of the finding, providing written referral instructions to employees, allowing employees to contest the finding, and not taking ('a ttlea 41 of •131E- Verify MOU for EmployerlRevision Date 10/29/03 E5 10 C - er� - ��< Y osi ,II1 Company 10 Number: 262825 adverse action against employees if they choose to contest the finding. Further, when employees contest a tentative nonconfirmation based upon a photo non - match, the Employer is required to take affirmative steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 10. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo non - match, does not establish, and should not be interpreted as evidence, that the employee is not work authorized. In any of the cases listed above, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, refusing to assign the employee to a Federal contract or other assignment, or otherwise subjecting an employee to any assumption that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo non -match or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E- Verify at 1- 888 - 464 -4218 or OSC at 1 -800- 255 -8155 or 1- 800 - 237 -2515 (TDD). 11. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA by not discriminating unlawfully against any individual in hiring, firing, or recruitment or referral practices because of his or her national origin or, in the case of a protected individual as defined in section 27413(a)(3) of the INA, because of his or her citizenship status. The Employer understands that such illegal practices can include selective verification or use of E- Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound "foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the unfair immigration - related employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 2748 of the INA or Title VII may also lead to the termination of its participation in E- Verify. If the Employer has any questions relating to the anti - discrimination provision, it should contact OSC at 1 -800- 255 -8155 or 1- 800 - 237 -2515 (TDD). 12. The Employer agrees to record the case verification number on the employee's Form 1 -9 or to print the screen containing the case verification number and attach it to the employee's Form 1 -9. 13. The Employer agrees that it will use the information it receives from SSA or DHS pursuant to E- Verify and this MOU only to confirm the employment eligibility of employees as Vago 6 of 13Jf_- Verify MOU for EmployerlRevision Date 10/29/OB ioc - Ve rify 11 �.. t r xFp i n 1. av r <u <E ous Company ID Number: 262825 authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords) to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 14. The Employer acknowledges that the information which it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)), and that any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 15. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E- Verify, including by permitting DHS and SSA, upon reasonable notice, to review Forms 1 -9 and other employment records and to interview it and its employees regarding the Employer's use of E- Verify, and to respond in a timely and accurate manner to DHS requests for information relating to their participation in E- Verify. D. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. The Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801) in addition to verifying the employment eligibility of all other employees required to be verified under the FAR. Once an employee has been verified through E- Verify by the Employer, the Employer may not reverify the employee through E- Verify. a. Federal contractors not enrolled at the time of contract award: An Employer that is not enrolled in E- Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E- Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to use E- Verify to initiate verification of employment eligibility of new hires of the Employer who are working in the United States, whether or not assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within 3 business days after the date of hire. Once enrolled in E- Verify as a Federal contractor, the Employer must initiate verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. b. Federal contractors already enrolled at the time of a contract award: Employers enrolled in E- Verify as a Federal contractor for 90 days or more at the time of a contract award must use E- Verify to initiate verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire. If the Employer is enrolled in E- Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E- Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within 3 business days after the date of hire. An Employer enrolled as a Federal contractor in E- Verify must initiate verification of each employee assigned to the Pago G of 131G- Verify MOU for EmployerlRevision Date 10/29/08 10C � �E-Verify Company ID Number: 262825 contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. C. Institutions of higher education, State, local and tribal governments and sureties: Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), State or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and /or all existing employees hired after November 6, 1986. The provisions of Article II.D, paragraphs 1.a and 1.b of this MOU providing timeframes for initiating employment verification of employees assigned to a contract apply to such institutions of higher education, State, local and tribal governments, and sureties. d. Verification of all employees: Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to do so only in the manner designated by DHS and initiate E- Verify verification of all existing employees within 180 days after the election. e. Form I -9 procedures for Federal contractors: The Employer may use a previously completed Form 1 -9 as the basis for initiating E- Verify verification of an employee assigned to a contract as long as that Form 1 -9 is complete (including the SSN), complies with Article II.C.5, the employee's work authorization has not expired, and the Employer has reviewed the information reflected in the Form 1 -9 either in person or in communications with the employee to ensure that the employee's stated basis in section 1 of the Form 1 -9 for work authorization has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). If the Employer is unable to determine that the Form 1 -9 complies with Article II.C.5, if the employee's basis for work authorization as attested in section 1 has expired or changed, or if the Form 1 -9 contains no SSN or is otherwise incomplete, the Employer shall complete a new 1 -9 consistent with Article II.C.5, or update the previous 1 -9 to provide the necessary information. If section 1 of the Form 1 -9 is otherwise valid and up -to- date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1 -551) that expired subsequent to completion of the Form 1 -9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.C.5, subject to any additional or superseding instructions that may be provided on this subject in the E- Verify User Manual. Nothing in this section shall be construed to require a second verification using E- Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU, or to authorize verification of any existing employee by any Employer that is not a Federal contractor. 2. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. Page 7 of 1311- Verify MOU for EmployerlRevision Date . 10/29/03 10C �r ,.-Verify. 16 �1F "i 1 5 SCRVI 'C qC PIIII Company ID Number: 262825 ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. The Employer will refer employees to SSA field offices only as directed by the automated system based on a tentative nonconfirmation, and only after the Employer records the case verification number, reviews the input to detect any transaction errors, and determines that the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security Number to SSA for verification again if this review indicates a need to do so. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible after the Employer receives it. 3. If the employee contests an SSA tentative nonconfirmation, the Employer will provide the employee with a system - generated referral letter and instruct the employee to visit an SSA office within 8 Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 4. The Employer agrees not to ask the employee to obtain a printout from the Social Security Number database (the Numident) or other written verification of the Social Security Number from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must print the tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the tentative nonconfirmation. 2. If the Employer finds a photo non -match for an employee who provides a document for which the automated system has transmitted a photo, the employer must print the photo non - match tentative nonconfirmation notice as directed by the automated system and provide it to the employee so that the employee may determine whether he or she will contest the finding. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation received from DHS automated verification process or when the Employer issues a tentative nonconfirmation based upon a photo non - match. The Employer will determine whether the employee contests the tentative nonconfirmation as soon as possible Pago 0 of 13JE- Verify MOU for EmployerlRevision Date 10/2.9/03 10C r �g erify z Jill 11 L Vf P.I FY I. 1� IfVI �!' IIHi: Company ID Number: 262825 after the Employer receives it. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will provide the employee with a referral letter and instruct the employee to contact DHS through its toll -free hotline (as found on the referral letter) within 8 Federal Government work days. 5. If the employee contests a tentative nonconfirmation based upon a photo non - match, the Employer will provide the employee with a referral letter to DHS. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. The Employer agrees to check the E- Verify system regularly for case updates. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo non - match, the Employer will send a copy of the employee's Form 1 -551 or Form 1 -766 to DHS for review by: • Scanning and uploading the document, or • Sending a photocopy of the document by an express mail account (furnished and paid for by DHS). 7. The Employer understands that if it cannot determine whether there is a photo match /non- match, the Employer is required to forward the employee's documentation to DHS by scanning and uploading, or by sending the document as described in the preceding paragraph, and resolving the case as specified by the Immigration Services Verifier at DHS who will determine the photo match or non - match. ARTICLE IV SERVICE PROVISIONS SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access the E- Verify System, an Employer will need a personal computer with Internet access. ARTICLE V PARTIES A. This MOU is effective upon the signature of all parties, and shall continue in effect for as long as the SSA and DHS conduct the E- Verify program unless modified in writing by the mutual consent of all parties, or terminated by any party upon 30 days prior written notice to the others. Any and all system enhancements to the E -Verify program by DHS or SSA, including but not limited to the E- Verify checking against additional data sources and instituting new verification procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. DHS agrees to train employers on all changes made to E- Verify through the use of mandatory refresher tutorials and updates to the E- Verify User Manual. Even without changes to E- Verify, DHS reserves the right to require employers to take 1 ago 9 of 13IL- Verify iVOU for Employpi lRevision Date 10/29/03 10C W i �� ,i illllll e9 t'.. psis t Company ID Number: 262825 mandatory refresher tutorials. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E- Verify is terminated or completed. In such a circumstance, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, that Employer will remain a participant in the E- Verify program, will remain bound by the terms of this MOU that apply to non - Federal contractor participants, and will be required to use the E- Verify procedures to verify the employment eligibility of all newly hired employees. B. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established procedures or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect its performance of its contractual responsibilities. C. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as they may determine necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. D. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. E. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E -Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. F. The Employer understands that the fact of its participation in E- Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Congressional oversight, E- Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. H. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. V';440 10 Of 131E- verify MOU fur EreirloyerlRevkion Date; 10129108 ioc e r1 m f y. Company ID Number: 262825 To be accepted as a participant in E-Verify, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 888-464-4218. Employer Hannula Landscaping, Inc. Dale _F Hannula Nanrc (Please Type or Print) r5lectrorlically 5'iIrjfwd Si(j11,RfUr(? Department of Homeland Security -Verification Division USCIS Verification Division (dame (Please Type or Print) EfoctronLcalty Skc ned flago11 of 13JE-Verify MOU for EmployeilRevision Date 10129/08 isle 10/09/2009 Date 10/0912009 Date `9 ot ca">tt Administrative SeMoes Division Purchasing Memorandum Date: 10/19/10 ioc r Email: BrendaBriIhart @colliergov.net Telephone: (239) 252 -8446 FAX: (239) 252 -6697 ADDENDUM1 From: Brenda Brilhart, Purchasing Agent To: Interested Bidders Subject: Addendum # 1: ITB 10 -5595 - Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation The following clarifications are issued as an addendum identifying the following change (s) for the referenced solicitation: The Board of County Commissioners approved a new Immigration Affidavit and added a new requirement for Vendors / Suppliers / Contractors submitting proposals. That new language and requirements are attached on the following pages. In order for the proposal to be considered, the following documents must be submitted with your proposal: • A signed copy of this Addendum, • A signed and notarized copy of the Immigration Affidavit attached to this Addendum, and • A copy of the company's E- Verify profile page or memorandum of understanding If you require additional information please post a question on the Online Bidding site or contact me using the above contact information. c: Darryl Richard, Project Manager Please sign below and return a copy of this Addendum with your submittal for the above referenced (signature) Hannula Landscaping And Irrigation, Inc. (Name of Firm) November 17, 2010 Date 10 C 4 CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Hannula Landscaping & Irrigation, Inc. ( "Contractor "), 28131 Quails Nest Lane, Bonita Springs, FL 34135, a Illinois Corporation, authorized to do business in the State of Florida, to perform all "Landscape and Irrigation Installation" Part Two ( "Work ") in connection with Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation, Bid No. 10 -5595 ( "Project "), as said Work is set forth in the Plans and Specifications prepared by McGee & Associates, Inc., the Engineer and /or Architect of Record ( "Design Professional ") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract "). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount "), in accordance with the terms of this Agreement: Two Hundred Ninety Thousand Eight Hundred Seventy Nine Dollars & Eighty Six Cents ($290,879.86). GC -CA -14 10C 14 Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www.fms.treas.gov /c570/ c570.html #certified. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liouidated Damaaes. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within one hundred and forty (140) calendar days from the Commencement Date (herein "Contract Time ") (see table below). 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 twenty (20) 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. Description Substantial Days Final Completion Days Phase I: Curbing and Median 140 160 Phase II: Landscape Installation 120 140 GC -CA -15 10C 'A 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, as follows: Phase I — Median and Curbing one thousand one hundred and forty eight dollars ($1,148.00); Phase II, Landscape Installation five hundred and sixty six dollars ($566.00) 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 GC -CA -16 l 0 C 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 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 McGee & Associates and identified as follows: Coronado Parkway and Hunter Blvd. Median, Curbing and Landscape Installation as shown on Plan Sheets 1 through 106. Exhibit N: Contractor's List of Key Personnel Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: GC -CA -17 10C � Darryl Richard, Project Manager Alternative Transportation Modes 2885 S. Horseshoe Drive Naples, FL 34104 (239) 252 -5775 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: Mr. Dale Hannula, President Hannula Landscaping & Irrigation, Inc. 28131 Quails Nest Lane Bonita Springs, FL 34135 Phone: (239) 992.2210 FAX: (239)498.6818 Email: dhannula (a)hannulalandscaping.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. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. GC -CA -18 10 ll 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 Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. GC -CA -19 10C M IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. T WO ITNESSES: Wz By MRSf WITNESS —7 —ina- LICA &_ t-/ Type /Print Name ECONDN2I SS t 0,01 s Type /Pria' i Y i - .♦ Date ATT Dwight-E. Brock,Clerk BY: , ('� 0 Ap ved As T F rm a d egal u ci cy Print Name: SCOTT R. TEACH County Attorney -- DEPUTY CONTRACTOR: Hannula Landscaping & Irrigation, Inc. -VII F &NNw10' I�Rtci�ei►?! Type /Print Name and Title OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA GC -CA -20 BY: W. Fred W. Coyle, Chair 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. 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. 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. Coverages 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 coverages and charge the Vendor for such coverages purchased. If Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this GC- CA -C -1 10C i.4� 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 coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. GC- CA -C -2 10C `9 Collier County Florida Insurance and Bonding Requirements 1. ® Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation 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 current $2,000,000 single limit per occurrence ISO form 4. ® Indemnification To the maximum extent permitted by Florida law, the ContractorNendor /Consultant shall indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendor /Consultant or anyone employed or utilized by the Contractor/Vendor/Consultant in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This section does not pertain to any incident arising from the sole negligence of Collier County. 4. ® Automobile Liability $ 1,000.000 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 ❑ Project Professional Liability $ Per Occurrence ❑ 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 GC- CA -C -3 ioc -Verif Y. 5r�ak Company ID Number: 262825 Information Required for the E-Verify Program Information relating to your Company: C' ompany Name: Hanruila Landscaping, Inc, Company Facility Address: 28131 Quails Nest Lane Bonita Springs, FL 34135 Company Alternate County or Parish: COLLIER Employer Identification Number: 050375795 North American Industry Classification Systems Code: 238 Parent Comparty: Number of Employees: 20 to 99 Number of Sites Verified for: 1 Are you verifying for more than I site? If yes, please provide the number of sites verified for in each State: 0 FLORIDA I site(s) Page'12 of 131F- Verify MOU for EmployetlRovisiori Unto '10129/08 I I I I I 10C E-Verify, F. VCE,IE't' 1. A 1.1•V If. F. r•t U11': Company ID Number: 262825 Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Name: Denise Carter Telephone Number: (239) 992 - 2210 Fax Number: E -mail Address: dcarter @hannulalandscaping.com Name: Dale F Hannula Telephone Number: (239) 992 -2210 Fax Number: (239) 498 -6818 E -mail Address: dviancourt @hannulalandscaping.com Nit 1e 13 of 131E- Verify MOU for EmployerlRevision Date 10/29108 10C q 0 22222 Vold a Employee's social security number 310 -54 -9321 OMB No. 1545 -0008 b Employer identification number (EIN) 65- 0375795 1 Wages, tips, other compensation -- 3 Social security wages - 2 Federal Income tax withheld c Employer's name, address, and ZIP code HANNULA LANDSCAPING, INC. 4 Social security tax withheld 28131 QUAILS NEST LANE 5 Medicare wages and tips 6 Medicare tax withheld BONI TA SPRINGS FL 34135 -6930 8 Allocated tips 7 Social security tips d Control number 9 Advance EIC payment 10 Dependent care benefits e Employee's name, address, city and ZIP code Suff. WILLIAM D HIMMEL 11 Nonqualifled plans 12a See Instructions for box 12 , 78 MENTOR DR. 13 statutory Retirement Thid•party employee plan sick pay ❑ ❑ ❑ c2b Is NAPLES FL 34110 14 Other 12c C 0 a s 12d a 15 state Employer's state ID number 16 State wages, tips, etc. 17 State Income tax 18 Local wages, tips, etc. 19 Local Income tax 20 Locallty name ------------ - - - - -- --------------------------------------- - - - - -- -------- - - - - -- Wage and Tax O ®� Department of the Treasury— Internal Revenue Service Form *2 Statement For Privacy Act and Paperwork Reduction Copy 1 —For State, City, or Local Tax Department Act Notice, see the back of Copy D. Copy D —For Employer, FORM 5204 A U) od 4-0 C-0 rwa rc CD roo M sic C= cn ca 00 C) C) LL' C.14 LL Lo C? a) LLL olt ag `h v LS O 'N v t-0) O� ,v _M e� v trU N N 0 C U 0 Q. U a cn �- U cu C CU �cucu �Cm -c� �L C 0 L L '0 l 0 =cu c 0 - cu C Ca N U a) C U N N N y4- mEu) -a N 'a U 0 Y C (- ' (6 p) U 2 Q) n p E .F U Q N a . 0 N ,�: O 0 r 0► � m CO C0 C N O G E N 2 U 'a — LE co Cc 0 a `C a" N C =0�U L- 0 ,Cl) a� Q. m 0 L- 4-1 C: 0 U M! 0 C � a 0 �U) •U � N CU (L) -a N 0 — a . CL m N N a) �"' L 'C M N +-• m - 0 0. C D N «� E U N >+ 0 4- m 0 -0 N N A Q U a N �1 U o C era W . W C N� - erg 0 4 0 i 1 = O. O' N, O (0 O cu 0 a) w N_ O N LO 0 M O (U C O .Q O O N O O O U a� A. Z 0 J Rl o¢ can m �a 10 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. 11. ® Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm Vendor Signature Print Name Insurance Agency Agent Name Date Vg 1M tft &.A- 0 U GC- CA -C -4 Telephone Number 939- 415 -j Jot Client #: 33375 HANLA1 1 1 1 1' i ACORD,. CERTIFICATE OF LIABILITY INSURANCE Jo 01/25/2011 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 Gulfshore Insurance, Inc. 4100 Goodlette Road North Naples, FL 34103 -3303 239 261 -3646 CONTACT NAME: PHONE 239 261 -3646 2 Exc : (ac, N° ): 39 435 -0598 E- -MAIL° ADDRESS: rKUUVUMK CUSTOMER ID #: X GL00067393 INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: FCCI Insurance Company Hannula Landscaping &Irrigation, Inc. 28131 Quails Nest Ln INSURER B: Bonita Springs, FL 34135 -6930 INSURER C: $100,000 INSURER D: $5,000 INSURER E: $1,000,000 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. IN SR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MMIDD/YYYY LIMITS A GENERAL LIABILITY X GL00067393 1/13/2011 01113/2012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F x1 OCCUR PREMISES Ea occurrence $100,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 X PD Ded:1,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2,000,000 POLICY X PRO- LOC 1 1 $ A AUTOMOBILE LIABILITY ANY AUTO CA00100453 1/13/2011 01113/201 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS HIRED AUTOS X PROPERTY DAMAGE (Per accident) $ X NON -OWNED AUTOS $ $ A X UMBRELLA LIAB X OCCUR UMB00062123 1/13/2011 011131201 EACH OCCURRENCE s3,000,000 AGGREGATE s3,000,000 EXCESS LIAB CLAIMS -MADE DEDUCTIBLE X $ RETENTION 10000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? a NIA 001WC11A40029 1!01/2011 01101/201 X WCSTATU- OTH- TO LIMITS ER E.L. EC EACH ACCIDENT $ 500 000 r E.L. DISEASE - EA EMPLOYEE $500,000 (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $500 OOO DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Project: Coronado Parkway & Hunter Blvd. Median, Curbing And Landscaping Installation. Collier County are Named as Additional Insured with Respects to General Liability per CG2033 0704. Collier County Board of County Commissioners 3301 Tamiami Trail East Naples, FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ®1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S463031/M460802 STY Qualifier Certification Information 10C CDPR2307 - Qualifier Certification Information Collier County Board of County Commissioners Printed on 9/30/201 4:35 :44PM CD -Plus for Windows CERT NBR: 35010 QUALIFIER. NBR: 12870 DALE F. HANNULA (-'[,ASS CODE,: 4235 LANDSCAPING RESTRICTED CONTR. STATE NBR: COUNTY COMP CARD: STATE EXP LIAB EXP WC EXP ORIG ISSD RENEWAL EXPIRES 1/13/2011 1/1/2011 3/2/2010 9/30/2011 DBA: HANNULA LANDSCAPING AND IRRIGA WC EXEMPT: Y OL EXEMPT: Y ADDRESS: 28131 QUAILS NEST LANE EXEMPT EXP DATE: 4/29/2011 CITY: BONITA SPRINGS FL 34135 - PHONE: (239)992 -2210 FAX: (239)498 -6818 Qualifier Certification Information CDPR2307 - Qualifier Certification Information Collier. County Board of County Commissioners Printed on 9/30/201 4:36 :31PM CD -P_1us fcr Windows CERT NBR.: 35011 QUALIFIER NBR: 12870 DALE F. HANNULA CLASS CODE: 4220 IRRIGATION SPRINKLER CONTR. STATE NBR: COUNTY COMP CARD: STATE EXP LIAB EXP WC EXP ORIG ISSD RENEWAL EXPIRES 1/13/2011 1/1/2011 3/2/2010 9/30/2011 DBA: HANNULA LANDSCAPING AND IRRIGA WC EXEMPT: Y OL EXEMPT: Y ADDRESS: 28131 QUAILS NEST LANE EXEMPT EXP DATE: 4/29/2011 CITY: 90NITA SPRINGS FL 34135 - PHONE: (239)992 -2210 FAX: (239)498 -6818 10C 14 EXHIBIT C RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER ) STATE OF FLORIDA ) Before me, the undersigned authority, personally appeared _ who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ( "Contractor ") releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner dated 1 2010 for the period from to excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which alien 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 NO ITS: President DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 2010, by , as of a corporation, on behalf of the corporation. He /she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) NAME: (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of Commissioner No.: GC- CA -C -5 10 EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) Collier County Board of County Commissioners (the OWNER) or Collier County Water -Sewer District (the OWNER) FROM RE Original Contract Time: Revised Contract Time: Bid No. _ Project No. Application Date (Contractor's Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ _ Percent Work completed to Date: Percent Contract Time completed to Date Liquidated Damages to be Accrued $ (Project Name) Original Contract Price: $ Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed and stored to Date $ Less Retainage $ Total Earned Less Retainage $ Less previous payment (s) $ AMOUNT DUE THIS APPLICATION: $ Remaining Contract Balance $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: (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) GC- CA -D -1 loc I � k 9 Q VA § WLU® . euj §; uj 4) 0 �F 1p �L . � 2 E � = 0 ¥ /\ §} )\ k/ �e u= )£ \§ @� �2 �k m° I CL F- /\ LU LU � u� E2 il§ 8CD \_j �§�w W § « 0 �§ j/ § �06 \/ \ 0 § §( E ®© ■ e /k z \ Cl) 3: � w t CD 6 'o 2 ww ' f !!! ° w = c 0§ L 0\ o 2c e� LLI Q �§ =� zi / [ aui k7 . w W= Of cm CD � et §w 0�� R] }» _ ¥> a ] : cm .0\: . �\ § =a = =E _�;£ °° § �kEC to ca § \D cn § ° � CD /(/ S § ;o E �\ . \) } o . k - u - 2 2�1 wm \ -a e§ - / ƒ f \ � loc I � k 9 Q VA W 0 U m N `O U- V LO as N �a a m L O N O c r c O U_ x w loc 4 M D Q U U IM O LlJ C N c{S C m 'C O o;aa c N N y 3 _ U G > N 0- — o r- 2 m a, a V N �s Q O F, > m d IL LS d � v � O E = Z d CL CL cn O :r v N d D m .r �a 0 loc 4 M D Q U U IM TO: Project Name: Bid No. : Change Order No.: Change Order Description 10C EXHIBIT E CHANGE ORDER FROM: Collier County Government Construction Agreement Dated: Date: 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 Approved by: Date: Division Administrator Approved by: Date: Purchasing Department Authorized by Date: Director (For use by Owner: Fund Cost Center: Number: ) GC- CA -E -5 Object Code: Project OWNER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION Design Professional's Project No. 10C �r This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. GC- CA -F -1 10C i 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 Design Professional 12010 By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on , 2010 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on By: OWNER Type Name and Title GC- CA -F -2 , 2010 Bid No.: _ Contractor: EXHIBIT G FINAL PAYMENT CHECKLIST Project No.: The following items have been secured by the for the Project known as Date: 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. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 10C 2010 All Punch List items completed on Warranties and Guarantees assigned to Owner (attach to this form). Effective date of General one year warranty from Contractor is: 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). As -Built drawings obtained and dated: Owner personnel trained on system and equipment operation. Certificate of Occupancy No.: issued on (attach to this form). Certificate of Substantial Completion issued on Final Payment Application and Affidavits received from Contractor on: Consent of Surety received on Operating Department personnel notified Project is in operating phase. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N /A. explanation. Acknowledgments: By Contractor: By Design Professional: By Owner: If NO is checked for any of the above, attach GC- CA -G -1 (Company Name) (Signature) (Typed Name & Title) (Firm Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) 10 i 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; availability and quality of labor; water and electric power; availability and condition of GC- CA -H -1 ioc roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work -site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities ". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. GC- CA -H -2 10C '!! 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 5:00 p.m., Monday through Friday. 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. 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or GC- CA -H -3 ioc equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department respectively. In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re- submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5 Owner shall retain ten percent (10 %) of the gross amount of each monthly payment request or ten percent (10 %) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50 %) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's Purchasing Policy. 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 GC- CA -H -4 10C I and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub - subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub - subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.8 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.10 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non - payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non - compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (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. GC- CA -H -5 10C � 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided, however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non - liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 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 GC- CA -H -6 10C r Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with 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 GC- CA -H -7 10 week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub - Contractor's personnel; 8.1.4 The number of Contractor's and Sub - Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The 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 GC- CA -H -8 F; 10 to Contractor's entitlement to final payment, these "As- Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the document retention period noted above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty 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. GC- CA -H -9 10 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor 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. GC- CA -H -10 10C 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County Purchasing Policy and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty -eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 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. GC- CA -H -11 10 � 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and hold harmless Owner and its officers and employees from any and all liabilities, claims, damages, penalties, demands, judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by Contractor or from personal 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. GC- CA -H -12 ioc 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seg. 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 E- Verify program, 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. Exceptions to the program: • Commodity based procurement where no services are provided. • In exceptional cases, the Purchasing Department may waive the requirement. Vendors are required to enroll in the E- Verify program within thirty (30) calendar days of contract award, and use E- Verify within thirty (30) calendar days thereafter to verify employment eligibility of their employees assigned to the contract at the time of enrollment in E- Verify. Additionally, vendors shall require all subcontracted vendors to flow down the requirement to use E- Verify to subcontractors. GC- CA -H -13 10C If the vendor is already enrolled in E- Verify, they must use E- Verify within thirty (30) calendar days of contract award to verify employment eligibility of their employees assigned to the contract Following this initial period they must initiate verification of all new hires of the contractor and of all employees newly assigned to the contract within three (3) business days of their date of hire or date of assignment to the contract. Vendors shall be required to provide the Collier County Purchasing Department an executed affidavit vowing they shall comply with the E- Verify Program for each service /project. The affidavit is attached to the solicitation documents. If the bidder /proposer does not comply, they may be deemed non - responsive. 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. 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 GC- CA -H -14 10 documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as 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 GC- CA -H -15 10C 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 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. GC- CA -H -16 10C 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the 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 issue a final Certificate for Payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. GC- CA -H -17 10 Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or materialmen supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further 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, GC- CA -H -18 10C tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re- inspection fees and costs; to the extent such re- inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's 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 GC- CA -H -19 lOC + other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and /or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project 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 GC- CA -H -20 10 extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such 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 5.13, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re- establish the GC- CA -H -21 10 benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty -eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty -eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and /or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 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 GC- CA -H -22 10C to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3. Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees "), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; GC- CA -H -23 10 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre- construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre- construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion /termination of this Agreement. 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and /or Purchasing Departments, and 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 GC- CA -H -24 10C 14 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. 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 GC- CA -H -25 composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self - performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub - subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be 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) GC- CA -H -26 10 h 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. 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: GC- CA -H -27 10C � 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 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. GC- CA -H -28 35. SECURITY If required, Contractor shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND /UNDERGROUND TANKS An underground 62 -761, Florida Administrative Code (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 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. GC- CA -H -29 10C °1 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. 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. GC- CA -H -30 10C + EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and /or services purchased as a part of this contract. GC- CA -1 -1 10 '1 EXHIBIT K PERMITS GC- CA -K -1 ioc PERMIT TO PERFORM WORK AND /OR MAINTENANCE IN PUBLIC RIGHT -OF -WAY GROWTH MANAGEMENT DIVISION / ROW PERMITTING INSPECTION 2800 NORTH HORSESHOE DRIVE, NAPLES, FLORIDA 34104 ROW Section Telephone #252 -5767 Inspection Telephone # without Building Permit: 252 -2417 Inspection Telephone # with Building Permit: 643 -9757 A COPY OF THIS PERMIT MUST BE ON THE JOBSITE AT ALL TIMES. FAILURE TO COMPLY MAY CAUSE JOB SHUT DOWN. CALL Department: Transportation Operations Date Issued: 09/13/2010 SDP /AR Number: PSP Number: Right -of -Way Permit Number 10- 0361 -E Project Name: GOLDEN GATE MSTU IMPROVEMENTS Project Address: HUNTER BLVD & CORONADO PKWY Building Permit Number: Subdivision: Lot: Block: Unit: Tract Section: Township: Range: Folio No. Type of Construction: LANDSCAPE & IRRIGATION Detail: HUNTER BLVD & CORONADO PKWY LANDSCAPE & IRRIGATION IMPRV. The work herein described an O per fitted is to be commenced on or about -�z3 /O And completed no later than Expiration date for work described: 1131/2011 Property Owner Name: C.C. ATM DEPT: -- Contractor's Name: C.C. ATM DEPT. Property Owner's Address: 2885 S. HORSESHOE DR. Business Address 2885 S. HORSESHOE DR. City: NAPLES State: FL Zip: 34104 Telephone Number: 239 - 252 -5775 Notes: 1.Work shall be performed in accordance with approved plan, Conditions of Permit appearing on reverse side, stipulations specified as part of this permit and in accordance with Collier County Ordinance # 09 -19 and the "Public Right -of -Way Construction Standards Handbook," latest edition. 2. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground. Any changes to any utility shall be the responsibility of the Permittee for all cost. 3. If right -of -way permit is issued in conjunction with a building permit, the right -of -way permit expires upon completion of the building. Permit Status: ISSUED J M City: NAPLES State: FL Zip: 34104 Telephone Number: 239 - 252 -5775 4. If the application is made by any person or firm other than the owner of the property involved, a written consent from the property owner shall be required prior to processing of the application. 57ransportation Services Division approval does not exempt the permittee from gaining approval from any State, Federal or Local Agencies having jurisdiction over the proposed work. 6. This permit is contingent upon Permittee obtaining necessary rights of entry for construction and maintenance where required right -of -way for public use has not been dedicated and accepted by Collier County. f1 / 09'11 3/2010 CMIUM 11•tyre111ftalidMW Oil Oft 72 Wn erW to ceeee>eno=K d on wtld censae ft Mader Me pdWL rake teeeaWIW eeel Mb chat dews U M n ere MV dMweit dee lk elft* rmW ice: wl ee b SEE REVERSE SIDE FOR CONDITIONS CONDITIONS OF PERMIT 10 C 1. This permit must be kept on the work site and be available upon request or prominently displayed. 2. Permits are required for all work performed in any rights -of -way or easements provided for public use in the unincorporated area of Collier County and in those public rights -of -way or easements, which are maintained by Collier County, but lie within municipal boundaries. 3. When permitted facilities are placed within a public right -of -way or easement, the installation is for permissive use only and placing of facilities shall not operate to create or vest any property right in the associated right -of -way or easement to the permittee. Furthermore, the permittee shall be responsible for maintenance of such facilities until they are removed, unless otherwise specified. 4. All materials and equipment, including Maintenance of Traffic (MOT) and equipment placement, shall be subject to inspection by the Growth Management Division. 5. Requests for pre- inspections shall be made 72 hours prior to commencing work requiring inspection. 6. No lane closures will be permitted between the hours of 7:00 - 9:00 A. M. and 3:30 - 6:30 P.M. 7. Prior to construction, the Contractor /Pennittee shall submit a Maintenance of Traffic plan (MOT) for any construction project involving work or activity that may affect traffic on any County street, roadway or bikepath/sidewalk. The MOT must be signed by either a Professional Engineer or person certified by the International Municipal Signal Association (IMSA) if affecting Arterial or Collector Roadways, unless waived by the Growth Management Division, Road Maintenance Department. The driveway fill and driveway culvert including soil erosion /sedimentation control measures must be installed prior to the start of any earth moving construction activity with drainage plans, culvert size, soil erosion/sedimentation controls, elevation offset, and ditch slope designed and certified by a licensed engineer for all commercial projects. 8. During construction the Contractor /Perrnittee shall comply with the "State of Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance, and Utility Operations" and with the "Manual On Uniform Traffic Control Devices" and with all other governing safety regulations and shall maintain the approved site drainage plan and soil erosion/sedimentation control plan. 9. The Permittee shall hold the County harmless and the County shall be relieved of all responsibility for any damage or liability of any nature arising from work authorized and performed under this permit. 10. All crossings of existing pavement shall be made by jacking and boring at a minimum depth of thirty -six inches (36 "), unless otherwise authorized by the Growth Management Division for good cause shown. 11. All overhead installations must meet a minimum four foot separation to communication lines (both vertically and horizontally), minimum seven foot separation to guys (both vertically and horizontally) and minimum ten foot separation to neutrals (both vertically and horizontally), and meet and/or exceed all other OSHA requirements as may be determined by OSHA clearance requirements and/or formulas relevant to overhead lines clearances and /or separations requirements (both vertically and horizontally), and all underground crossings shall be placed at a minimum depth of thirty -six inches (36 ") below the pavement and/or a minimum depth of twenty-four inches (24 ") below the designed roadside ditch or swale invert. Primary cable (voltage exceeding 500 volts) shall have minimum thirty -six inch (36 ") cover. Secondary cable (voltages less than 500 volts) shall have a minimum thirty-inch (30 ") cover. Exception may be made by authority of the Growth Management Division for good cause shown. 12. Two prints of the proposed work covering details of this installation shall be made a part of this permit. If additional plans are required, they shall become a part of this permit. 13. Following completion of all permitted work, grassing and /or seeding shall be required for any disturbed rights -of -way. 14. All property disturbed by work authorized by this permit must be restored to better than, or equal to, it's original condition, and to the satisfaction of the County. 15. Whenever deemed necessary by the County for the construction, repair, maintenance, improvement, alteration or relocation of applicable right -of -way or easement and when so notified by the County, any or all poles, wires, pipes, culverts, cables, sod, landscaping, driveways, sprinklers, or other facilities and appurtenances authorized shall be removed from said right -of -way or easement, or reset or relocated thereon as required, to be installed by this Permit, and at the expense of the permittee, his successor, or assign. 16. When the permittee, or his successor, or assign is notified of a need for construction, repair, maintenance, improvement, alteration of or relocation within the right -of -way or easement and no action is taken by the responsible party within the time frame specified by the County, the County shall cause the permitted work to be altered, relocated, or removed, with the total expense being borne solely by the permittee or the responsible party. 17. Permits shall generally be in a forth approved by the Board of County Commissioners and shall include the time of commencement, the number of days the job is expected to take, and the approximate date of completion. The permit will expire ninety (90) days after the designated completion date, unless authorized in the specific instance for a longer or shorter period. If the work has not been completed by the expiration date, there will be a renewal fee, set by Resolution, payable upon extending the expiration date for an additional ninety (90) days. 18. All correspondence regarding construction procedures will be through the permittee, or his authorized agent or consultant, and not through any contractor or subcontractor. 19. If there are any lane closures or work that will impede normal traffic flow. The permit holders are obligated to inform the road alert coordinator at 239- 252 -8192 and the ROW Permit Section at 239 -252 -5767, three working days prior to construction. 20. Collier County Traffic Operations Department Inspection Staff shall be notified in writing either via form letter (To: Collier County Traffic Operations, At: 2885 Horseshoe Drive South, Naples FL 34104) or e-mail (TrafficOps@oolliergov.net) a minimum of 72 Hours prior to the commencement of jobs that include overhead or underground work that will be conducted as part of construction or maintenance projects within Collier County or State road rights -of -way within Collier County and 12 hours prior to any and all daily work to be performed throughout the entire length of construction or Maintenance projects. Any rescheduling of work shall be provided in writing. All underground facilities must be located prior to construction. 21. Prior to acceptance by the County (including issuance of Certificate of Occupancy), the ROW Permitting Section shall be notified by mailing or delivering a request for a final inspection to the, ROW Permitting Section, 2800 North Horseshoe Drive, Naples, Florida 34104, or by phone, 239 -252- 2417, upon completion of authorized work. All as built surveys shall be submitted in GIS format following Collier County Growth Management Division Standard for Design and As -Built Electronic Drawings (APPENDIX B) in addition to signed and sealed copies of the as -built survey. 10 C +M EXHIBIT L STANDARD DETAILS GC- CA -L -1 loc 14 EXHIBIT N CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT GC- CA -N -1 COMPONENTS OF CONTRACT PLANS SET MEDIAN IMPROVEMENT PLANS LANDSCAPE & IRRIGATION PLANS A DETAILED INDEX APPEARS ON THE KEY SHEET OF EACH COMPONENT INDEX OF MEDIAN IMPROVEMENT PLANS KEYSIIEET E PLAN SHEET LAYOUT NAP 3 TYPICAL SECT,OVS I SPECIAL DETAILS 5 SLEEVE DETAIL 6 GENERAL ROTES l SWNIAIV W PAT IrENS/YIANTITES & Immow" P~Ar PUN SNEETSA I - 55 MINTER 80UE AID PLAN SNEETSN P NOTE : PLAN SHEETS INCLUDE swm AND NARA IYPRSVEJENTS, AS APPLCA&E COLLIER COMITY PROJECT Nv.1500107I20 PREPARED FOR. COLLIER COUNTY DMM OF COUNTY GOMM As SSA' E. TANIANI TRAIL NAPLES. FL !ME COYIDMATING DOOR" AGEAEY: DEPARTMENT OF ALTERNATIVE TRANSAORTATOY IRIDES DARRYL RCNARID, RU PROJECT WARMER no SOVTN NDR sNw DINE NAPLES. FLORIDA JIID. MORE: EA ESE 57T5 DESIGN CONSNLTANTS: AIMEE & ASSOCIATES d1L.R.NIp STmOA OD AND SKCNK%rOYS: FNNIYI DFPMTNTNI Lr TMNIMIArgY. NE5101 srASDARPS aTrD &IDOL - DOSM ..,m A. «RRL9.E Jx . AA.N. Norcor O: ro. Dye rA.rrr Nrnrrr r m 'D«M sA.rrrr• « A. YNA►AR .r .Ih� COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF ALTERNATIVE TRANSPORTATION MG GOLDEN GATE BEAUTIFICATION MUNICIPAL SERVICE TAXING UNIT (MSTU) CONTRACT PLANS CORONADO PARKWAY & HUNTER BOULEVARD MEDIAN IMPROVEMENT PLANS ,T, F Co er County 'g 10 R?ADIAY SHOP DRAIR,OS TO BE SU91ITTED TD: Landscape Architecture DESIGN • ENVIRONMENTAL MANAGEMENT • PLANNING 12J91 41>-0 >9T • °, X12391 Al >`0>06 °I13 C.ruv:oev o AuNO.:PeP:Pn LC- 0009096 o eP] A. MoG.P, LA- 0000861 ema,lMmvgeee°°oveevinam PLANS PREPARED N: Trobilcock 111. NJJNNMI VAY IJM6 0. XN iM.l000 (NIpl1N4 f0.Y1V1N. lA gI1.KAR d Nll.pp i4 M111M !NI IM NA YID mTE: TIC YALE V )MESE hAlS IN Urn[ GAIO[D lNE Tp KIININETAY. -PUNS EAL'KCR > ALDaRO: NNNMI TKBNmiI. AO. K PF..DP «m MY CONSTRUCT bN PLANS FISCAL SHEET YEAR NO. PROJECT MANAGER. DARRYL RICHARD, RU, MSTU PROJECT MANAGER 10 C '1 SHEET No. 9 SHEET m. 9 SHEET Nv. N SHEET No. n SHEET ft. 12 SHEET .. U SHEET No. m SHEET No. IS SHEET R z SHEET No J! SHEET N.J z'nr { CORONADO PARKWAY w . y R G A AM" TRE81=K. Acp, FE . OIAS TCS CERrIFCATKM eF A9TAORIZATKM M. 2/T% caum w(wr 71 ovuR1d7XW SREET owGWfCYY....! no cxeaa Pry r f xov� aro paeTreb(ICOCN P sT RIll.1 eleeeri LA POUT MAP GtlY11eN OATS II6A07&7Td71tl1K ACSTLL 2 HUNTER BLVD IEET ­j3 SNfEjjjftjZ SHEET ftJ SHEET Able FF> G d e® Feet O yva m cr— A >< m - W 22nd AVENUE SW -- m ' 22 I PLACE € Z � vQ, a 123rd COURT ST x 511 cwi SHEET No. 9 SHEET m. 9 SHEET Nv. N SHEET No. n SHEET ft. 12 SHEET .. U SHEET No. m SHEET No. IS SHEET R z SHEET No J! SHEET N.J z'nr { CORONADO PARKWAY w . y R G A AM" TRE81=K. Acp, FE . OIAS TCS CERrIFCATKM eF A9TAORIZATKM M. 2/T% caum w(wr 71 ovuR1d7XW SREET owGWfCYY....! no cxeaa Pry r f xov� aro paeTreb(ICOCN P sT RIll.1 eleeeri LA POUT MAP GtlY11eN OATS II6A07&7Td71tl1K ACSTLL 2 ROADWAY SPEED LIMITS HUNTER BOULEVARD DESIGN SPEED = 35MPH POSTED SPEED = 25MPH CORONADO PARKWAY DESIGN SPEED = 35UPH POSTED SPEED 35MPH HUNTER WJLEVARO EXISTING TYP. Rah' ROAD EASEMENT [�, RDPDE EO RAIGFO KDIAN WITH HDDIFIFD TvPE P CIH0 MO GUTTER - L 5 GORE L 5 - GORE 44 I AREA AREA i -�-I SWAfE 6 SfK}U[L1ER -� ATXT"jTRAVEL LAN PROPOSED 11 -f lYP I_ _�6PA _�_ ~SALE { SXp/IDER fT0 REMAIN) I MEDIAN RAVEL LANE ���"�111 T� fT0 REYAINI PAYT TO AENANr AI' -I'A v) 7b REMAn HUNTER BOULEVARD • REFER TO 'PROPOSED MEDIAN FILL SECTION' ON SPECIAL DETAILS SHEET, AS APPLICABLE COROIADO PARKWAr EX- ISTING TY�P. A]6' ROAD EASEMENT ciCwlw F duelw I �PRroOEED RAIS AND GUTTER• SWK (TO REYA /NI 10 C "i CORONAM PARKWAY • REFER TO 'PROPOSED MEDIAN FILL SECTION' ON SPECIAL DETAILS SHEET, AS APPLICABLE NORMAN TRESILCOCK, AKP, PE NR. 04 TCS CERTIF.CATKaV OF AUTHORIZATION ND. 277% R(VIS/DNS yy �[��''/'f�� MT �� a iMMMGAAfLGFP 4),Trebilco OLY.LZSR LVUNT'T' TR.IT3POTTAT/ON SHEET CN TYPICAL SECTIONS ND' rneorcFOn Armor: NnvTaN eLVY wPUSR SWK fT0 REYAINI I / SWK ITO REYA/NI J (� AYA N SHdll/aER 22' NP PAi'1°OSEO 22' TYP SINAlE L Sntl1/[0£R .F IT fT0 REY4 /N) � TRAVEL LWE I Yf0 /AM i TRAVEL LANE TO REMAIN 10 C "i CORONAM PARKWAY • REFER TO 'PROPOSED MEDIAN FILL SECTION' ON SPECIAL DETAILS SHEET, AS APPLICABLE NORMAN TRESILCOCK, AKP, PE NR. 04 TCS CERTIF.CATKaV OF AUTHORIZATION ND. 277% R(VIS/DNS yy �[��''/'f�� MT �� a iMMMGAAfLGFP 4),Trebilco OLY.LZSR LVUNT'T' TR.IT3POTTAT/ON SHEET CN TYPICAL SECTIONS ND' rneorcFOn Armor: NnvTaN eLVY wPUSR • CONSTRUCT CURB AS PER INDEX No.JN FOR TYPE 'F' CURB AND 10 INCH GUTTER EXISTING MEDIAN PROPOSED MEDIAN FINISH GRADE 6' ABOVE BCC FOR >8' WIDE MEDIAN N EXIST. SAWCUT EXIST PAVT I'- q•RAISED LIPI �6. • FOOr MODIFIED TYPE 'F' MEDIAN CURB - loc " TOPSOIL SPECIFICATION NOTES yFD/AN CRdOING AND 50 /L PREPMATION SPECIFICATIONS TO INCLUDE EXCAVATION, BASE AND TESTING BY APPROVED TESTING FACILITY /. FINISH SOIL CdYER RECOYYENDEO SI7E PREPARATION PR(X'EOURE AND GRADING NOTES p' FOOT MODIFIED * TURN LANE MP) IJ FINISH SOIL LATER SHALL BE PERTHE FOR /• INSTALL IRRIGATION WITH) MAIN LINES. AND STUB UP VALVE EXIST. PAVT TYPE 'F' MEDIAN CURB FOOT 'STANDARD SPECIFICATIONS FOR ROAD LOCATION TO WITHIN EIGHT INCHES OF EXIST /MG SURFACE AND BRIDGE CONSTRUCTION, SECTION Kit AND 987 GRADE. EXXIST PAVT YATCM FINISH SOIL LAYER COMPOSITION 2. REMOVE IRRIGATION EXCAVATION DEBRIS. UNSUITABLE EXCAVATED � 997 - 2 - I ORGANIC SOIL ZOX SOILS AND EXCESS FILL. - RAISED LIP 997 - 2 - I TOP SOIL BOX 3. SPRAY EXISTING MEDIANS WITH CONTACT HERBICIDE FOR IOOX KILL 987 - 2 - J NYPOST ZOX AS APPROVED BY LANDSCAPE ARCHITECT AND MAINTAINS MEDIANS zx WEED FREEDURING INSTALLATION FINAL ACCEPTANCE. 1.2 TOP SOIL COMPOSITION i. ROTOR TILLYEDIAN 18 !ACHES DEEP TO WITHIN 18 INCHES OF A COMPONENTS VOLUME MEASURE p[�tf ZE[ OF SIZFtf SIZF THE BACK OF CURBING, ROTOR TILL WITH ROAOVAYBASE TYPE TILLER. 4� ORGAN IG MATTER O.SX TO iX 5. FINE GRADE MEDIANS TD PROPOSED UNIFORM C/I PROFILE AND REMOVE SILT .5 70 AOX OA5 - OA02 YY ALL DEBRIS LARGER THAN I INCH IN DIAMETER FROM WITHIN THE TOP OF *RAISED LIP ALLAYS FOR FUTURE OVERLAY SAND 60X TO M 0.20 - 0.050 YY THE f/N15H GRADE. EXCAVATION (BY OTHERS) CLAT 32 TV LOX 0A02 L BELOW INCIDENTAL PAVEMENT WIDENING SECTIONS 117 TOP SOIL t TOPSOIL SHALL BE FRIABLE, FERTILE SOIL WITH TO PAVT 6' TYPE B - 12.5 (BASEL i' ASPHALT eA pJl REPRESENTATIVE CHARACTERISTICS OF LOCAL SOILS. THERE Z' SP -123 (STRUCTURAL NURSE) CU ASPHALT BASE - NRB PAO (INCIDENTAL TO CURB) SHALL BE /p DA GRASS, OR NOXIOUS WEEDS M WEED SEEOCAE RUT /' SP -9.5 CRASS, BERYVOA GRASS, SEOOES AND THE IRE). IN Op CASE SHALL THERE BE MORE THAN FIVE PERCENT (5X1 BY VOLUME OF STONES, PAVEMENT WIDENING SECTION COURSE SAND, GRAVEL OR CLAY LUMPS LARGER THAN ONE INCH (17 NOT TO SCALE AVIIYM iNN11LO1CR, AICP, R NM. MNI IN DIAMETER. THE SOIL PH RANGE SMALL BE BETWEEN 5.5 AND 7.5 CAL CERTIFICATION NORMAN r OF AUTIK, JUCP,KW xn. En% -MMT TNAPLP(Kr'A7RN• SHEET w Trepllcock LnNNewOPnrraBDarmTaDTV SPECIAL DETAILS ' ollrniA[eNnineerino 6laWWC8f7SAE4V7p)CA7AAY ALS7¢ i R Mrtl l2' Y/N V lE5 £TE PAVER 2. CONFIRM COLOR AND SIZE WITH OWNER PRIOR TO ORDERING AND /NSTALLING PAVERS. CURB PAD (INCIDENTAL TO CURB) E GENE NOTES NN MORTAR SET AND TOE IN LAST ROM' OF PAVERS 5 POST 3. BASE SHALL BE INSTALLED PER FOOT 'STANDARD SPECIFICATIONS FOR AOAO AND BRIDGE ON CONC. BASE FOR S X I' TO .j' BEDDING AND TOP OF GRADED SURFACE. , A A S APPLICABLE RESTRAINT FLU N MATCH ELEV SOC REQUIREMENTSIGLL AC MEDIAN LONG PAVER DETA /L ABOVE FOR ADD /TANAL INSTALLATION NOT TO SCALE TYPE /FI 'F' CURB /DOE FOOT 1 X No. 300 MEDIAN TO 11 BACK FILL WITH J DIFFERENT SIZE PAVERS ( 7'X7/1': A'X4%' AND -WX24' I, LAID RANDOMLY. •j ar _ w J. PAVER COLORS SHALL CONSIST OF I13 EMERALD GREEN. 113 YEDAUY GR£ENN AND 1/3 CREAM. COLOR SHALL BE INTEAGRATED INTO PAVER TO A MINIMUM 112' DEPTH. 6' CLASS / CONC i. BIDDER SHALL PROVIDE INSTALLED SO TO UNIT PRIES FOR PAVERS SAWCf/r fXLST PANT A. • e 0 00 °o o T. 1'- 4' �" A 'RAISED LIP ' COMPACTED SUBGRADE 6' YIN TYPICAL PATTERNS 8' DIA. BY J6' LENGTH SCH. 40 PVC 'OLD WORLD' COBBLESTONE PATTERN VERTICAL SIGN POST SLEEVE. FILL LAID RAYNMCr WITH SOLDIER COURSE WITH PAVER BEDDING SAND. LOCATE EDGES AT EXISTING SIGN OR PER STANDARD PLAN CALL OUT TYPICAL MEDIAN CONCRETE PAVERS DETAIL FOOT MODIFIED TYPE NOTES NOT TO SCALE 'F' MEDIAN CURB I. PAVERS INSTALLATION SHALL BE IN ACCORDANCE WITH .FOOT - STANDARD SPECIFICATIONS TOPSOIL SPECIFICATION NOTES yFD/AN CRdOING AND 50 /L PREPMATION SPECIFICATIONS TO INCLUDE EXCAVATION, BASE AND TESTING BY APPROVED TESTING FACILITY /. FINISH SOIL CdYER RECOYYENDEO SI7E PREPARATION PR(X'EOURE AND GRADING NOTES p' FOOT MODIFIED * TURN LANE MP) IJ FINISH SOIL LATER SHALL BE PERTHE FOR /• INSTALL IRRIGATION WITH) MAIN LINES. AND STUB UP VALVE EXIST. PAVT TYPE 'F' MEDIAN CURB FOOT 'STANDARD SPECIFICATIONS FOR ROAD LOCATION TO WITHIN EIGHT INCHES OF EXIST /MG SURFACE AND BRIDGE CONSTRUCTION, SECTION Kit AND 987 GRADE. EXXIST PAVT YATCM FINISH SOIL LAYER COMPOSITION 2. REMOVE IRRIGATION EXCAVATION DEBRIS. UNSUITABLE EXCAVATED � 997 - 2 - I ORGANIC SOIL ZOX SOILS AND EXCESS FILL. - RAISED LIP 997 - 2 - I TOP SOIL BOX 3. SPRAY EXISTING MEDIANS WITH CONTACT HERBICIDE FOR IOOX KILL 987 - 2 - J NYPOST ZOX AS APPROVED BY LANDSCAPE ARCHITECT AND MAINTAINS MEDIANS zx WEED FREEDURING INSTALLATION FINAL ACCEPTANCE. 1.2 TOP SOIL COMPOSITION i. ROTOR TILLYEDIAN 18 !ACHES DEEP TO WITHIN 18 INCHES OF A COMPONENTS VOLUME MEASURE p[�tf ZE[ OF SIZFtf SIZF THE BACK OF CURBING, ROTOR TILL WITH ROAOVAYBASE TYPE TILLER. 4� ORGAN IG MATTER O.SX TO iX 5. FINE GRADE MEDIANS TD PROPOSED UNIFORM C/I PROFILE AND REMOVE SILT .5 70 AOX OA5 - OA02 YY ALL DEBRIS LARGER THAN I INCH IN DIAMETER FROM WITHIN THE TOP OF *RAISED LIP ALLAYS FOR FUTURE OVERLAY SAND 60X TO M 0.20 - 0.050 YY THE f/N15H GRADE. EXCAVATION (BY OTHERS) CLAT 32 TV LOX 0A02 L BELOW INCIDENTAL PAVEMENT WIDENING SECTIONS 117 TOP SOIL t TOPSOIL SHALL BE FRIABLE, FERTILE SOIL WITH TO PAVT 6' TYPE B - 12.5 (BASEL i' ASPHALT eA pJl REPRESENTATIVE CHARACTERISTICS OF LOCAL SOILS. THERE Z' SP -123 (STRUCTURAL NURSE) CU ASPHALT BASE - NRB PAO (INCIDENTAL TO CURB) SHALL BE /p DA GRASS, OR NOXIOUS WEEDS M WEED SEEOCAE RUT /' SP -9.5 CRASS, BERYVOA GRASS, SEOOES AND THE IRE). IN Op CASE SHALL THERE BE MORE THAN FIVE PERCENT (5X1 BY VOLUME OF STONES, PAVEMENT WIDENING SECTION COURSE SAND, GRAVEL OR CLAY LUMPS LARGER THAN ONE INCH (17 NOT TO SCALE AVIIYM iNN11LO1CR, AICP, R NM. MNI IN DIAMETER. THE SOIL PH RANGE SMALL BE BETWEEN 5.5 AND 7.5 CAL CERTIFICATION NORMAN r OF AUTIK, JUCP,KW xn. En% -MMT TNAPLP(Kr'A7RN• SHEET w Trepllcock LnNNewOPnrraBDarmTaDTV SPECIAL DETAILS ' ollrniA[eNnineerino 6laWWC8f7SAE4V7p)CA7AAY ALS7¢ i R Mrtl FOR ROADS AND BRIDGES CONSTRUCTION SECTION 526 'ARCHITECTURAL PAVERS'. i' L/YERwmm Kpl OR ASPHALT BASE 2. CONFIRM COLOR AND SIZE WITH OWNER PRIOR TO ORDERING AND /NSTALLING PAVERS. CURB PAD (INCIDENTAL TO CURB) ACTUAL PAVER SAMPLES TO BE SUBMITTED TO OWNER. COORDINATE /NSTATALLAT)ON PATTERN NN LAYOUT WITH OWNER'S REPRESENTATIVE 70 MAXIMIZE INSTALLATION EFFICIENCY. FINISH SOIL GRADE 3. BASE SHALL BE INSTALLED PER FOOT 'STANDARD SPECIFICATIONS FOR AOAO AND BRIDGE S00 TO BE PLAN ON CONSTRUCTION' PER CONCRETE PAVING WITH CLASS I CONCRETE. TOP OF GRADED SURFACE. , A A S APPLICABLE DEOORATNE /NTERCIxK/hC CONCRETE PdVINGr PROPOSED MEDIAN FILL SECTION REQUIREMENTSIGLL AC MEDIAN LONG PAVER DETA /L ABOVE FOR ADD /TANAL INSTALLATION NOT TO SCALE Z. THE PAVERS SHA M£ET ASTM DESIGNATION C BJ6-8Z LAID IN A COBBLESTONE PATTERN MEDIAN TO 11 BACK FILL WITH J DIFFERENT SIZE PAVERS ( 7'X7/1': A'X4%' AND -WX24' I, LAID RANDOMLY. MM (SEE TOPSOIL SPECIFICATION NOTESI J. PAVER COLORS SHALL CONSIST OF I13 EMERALD GREEN. 113 YEDAUY GR£ENN AND 1/3 CREAM. COLOR SHALL BE INTEAGRATED INTO PAVER TO A MINIMUM 112' DEPTH. i. BIDDER SHALL PROVIDE INSTALLED SO TO UNIT PRIES FOR PAVERS TOPSOIL SPECIFICATION NOTES yFD/AN CRdOING AND 50 /L PREPMATION SPECIFICATIONS TO INCLUDE EXCAVATION, BASE AND TESTING BY APPROVED TESTING FACILITY /. FINISH SOIL CdYER RECOYYENDEO SI7E PREPARATION PR(X'EOURE AND GRADING NOTES p' FOOT MODIFIED * TURN LANE MP) IJ FINISH SOIL LATER SHALL BE PERTHE FOR /• INSTALL IRRIGATION WITH) MAIN LINES. AND STUB UP VALVE EXIST. PAVT TYPE 'F' MEDIAN CURB FOOT 'STANDARD SPECIFICATIONS FOR ROAD LOCATION TO WITHIN EIGHT INCHES OF EXIST /MG SURFACE AND BRIDGE CONSTRUCTION, SECTION Kit AND 987 GRADE. EXXIST PAVT YATCM FINISH SOIL LAYER COMPOSITION 2. REMOVE IRRIGATION EXCAVATION DEBRIS. UNSUITABLE EXCAVATED � 997 - 2 - I ORGANIC SOIL ZOX SOILS AND EXCESS FILL. - RAISED LIP 997 - 2 - I TOP SOIL BOX 3. SPRAY EXISTING MEDIANS WITH CONTACT HERBICIDE FOR IOOX KILL 987 - 2 - J NYPOST ZOX AS APPROVED BY LANDSCAPE ARCHITECT AND MAINTAINS MEDIANS zx WEED FREEDURING INSTALLATION FINAL ACCEPTANCE. 1.2 TOP SOIL COMPOSITION i. ROTOR TILLYEDIAN 18 !ACHES DEEP TO WITHIN 18 INCHES OF A COMPONENTS VOLUME MEASURE p[�tf ZE[ OF SIZFtf SIZF THE BACK OF CURBING, ROTOR TILL WITH ROAOVAYBASE TYPE TILLER. 4� ORGAN IG MATTER O.SX TO iX 5. FINE GRADE MEDIANS TD PROPOSED UNIFORM C/I PROFILE AND REMOVE SILT .5 70 AOX OA5 - OA02 YY ALL DEBRIS LARGER THAN I INCH IN DIAMETER FROM WITHIN THE TOP OF *RAISED LIP ALLAYS FOR FUTURE OVERLAY SAND 60X TO M 0.20 - 0.050 YY THE f/N15H GRADE. EXCAVATION (BY OTHERS) CLAT 32 TV LOX 0A02 L BELOW INCIDENTAL PAVEMENT WIDENING SECTIONS 117 TOP SOIL t TOPSOIL SHALL BE FRIABLE, FERTILE SOIL WITH TO PAVT 6' TYPE B - 12.5 (BASEL i' ASPHALT eA pJl REPRESENTATIVE CHARACTERISTICS OF LOCAL SOILS. THERE Z' SP -123 (STRUCTURAL NURSE) CU ASPHALT BASE - NRB PAO (INCIDENTAL TO CURB) SHALL BE /p DA GRASS, OR NOXIOUS WEEDS M WEED SEEOCAE RUT /' SP -9.5 CRASS, BERYVOA GRASS, SEOOES AND THE IRE). IN Op CASE SHALL THERE BE MORE THAN FIVE PERCENT (5X1 BY VOLUME OF STONES, PAVEMENT WIDENING SECTION COURSE SAND, GRAVEL OR CLAY LUMPS LARGER THAN ONE INCH (17 NOT TO SCALE AVIIYM iNN11LO1CR, AICP, R NM. MNI IN DIAMETER. THE SOIL PH RANGE SMALL BE BETWEEN 5.5 AND 7.5 CAL CERTIFICATION NORMAN r OF AUTIK, JUCP,KW xn. En% -MMT TNAPLP(Kr'A7RN• SHEET w Trepllcock LnNNewOPnrraBDarmTaDTV SPECIAL DETAILS ' ollrniA[eNnineerino 6laWWC8f7SAE4V7p)CA7AAY ALS7¢ i R Mrtl 10 GENERAL NOTES I. ALL SLEEVE EARS ARE TO BE CAPPED OMTIL M. Z. ALL SLEEVE EROS ARE TO HAVE JN ELECTROVRS OR EQUAL MAOA'f TC L,DCATIAC DEVCES INSTALLED AT EACH END. FOR REUSE WATER. J. IRRAGATVN SLEEVES ARE TO EXTEND A N YUY OF f BEYOND THE BACK OF NRB WHEN THE CROSSRIVT ARE PERPENDLULAR TO THE ROADWAY. CROSSNGS WHERE 51EEVNW^ RUNS FROW MEDIAN NOSE TO MEOW NOSE SLEEVES SHALL, EXTEND A MNWNN/W OF 1' SETOA'D THE B OF CURB OR PAVERS. C ALL LVRECTNINAL DURING OF M44TJON CONORT/SLEEVg SHALL COMPLY WITH THE FDGr VTILDY ALCTMM DATONS MANUAL' CURRENT EDITION OR FOOT O/STRCT POLY THAT EXIST AT THE TIME OF LONSTAWrION OR APPLX;ABLE COMITY ROW MANUAL CRITERIA, S. B.O.C. - BACK OF CURB E.O.P. - EDGE OF PAVEMENT TYPICAL INSTALLATION OF IRRIGATION SLEEVES FOR MEDIANS & ROADWAY CROSSINGS PLAN VIEW SCHEMATIC DETAIL NORMAN TREBILCOCKI AICP. PE a QRS VCS CERJIF.CAT�M OF AUTHORIZATgN MN. ZTI% of v15 /OURS IA RM(! -. COLUMR WUfVTF TWAA6NMPTATJOV SHEET _ /Treyucoi q�ftlIWEBD PLLVT t FIN= BLVD SLEEVE DETA NO. _ WuulnEae�iaeerin� IL RMT D1NR[16fVCA7E t6aUITi7C'ATDOti MS7Lf 5 SLEEVE M/YBER SlEfVE 52E i 1' BAL. OR SILIMALK 63' 0.4 M' f-0P. SLEEVE CEAGTN IMCA101 PIPE SLEEVIw HDPEI BAL. UR PAVERS K UR PAVERS 1' B AL. OR B' EAP. rvALVE WMAIG SIEEVMG SCJf. b PVCI EDP. IRRIGATION SLEEVE DETAIL n.rs. GENERAL NOTES I. ALL SLEEVE EARS ARE TO BE CAPPED OMTIL M. Z. ALL SLEEVE EROS ARE TO HAVE JN ELECTROVRS OR EQUAL MAOA'f TC L,DCATIAC DEVCES INSTALLED AT EACH END. FOR REUSE WATER. J. IRRAGATVN SLEEVES ARE TO EXTEND A N YUY OF f BEYOND THE BACK OF NRB WHEN THE CROSSRIVT ARE PERPENDLULAR TO THE ROADWAY. CROSSNGS WHERE 51EEVNW^ RUNS FROW MEDIAN NOSE TO MEOW NOSE SLEEVES SHALL, EXTEND A MNWNN/W OF 1' SETOA'D THE B OF CURB OR PAVERS. C ALL LVRECTNINAL DURING OF M44TJON CONORT/SLEEVg SHALL COMPLY WITH THE FDGr VTILDY ALCTMM DATONS MANUAL' CURRENT EDITION OR FOOT O/STRCT POLY THAT EXIST AT THE TIME OF LONSTAWrION OR APPLX;ABLE COMITY ROW MANUAL CRITERIA, S. B.O.C. - BACK OF CURB E.O.P. - EDGE OF PAVEMENT TYPICAL INSTALLATION OF IRRIGATION SLEEVES FOR MEDIANS & ROADWAY CROSSINGS PLAN VIEW SCHEMATIC DETAIL NORMAN TREBILCOCKI AICP. PE a QRS VCS CERJIF.CAT�M OF AUTHORIZATgN MN. ZTI% of v15 /OURS IA RM(! -. COLUMR WUfVTF TWAA6NMPTATJOV SHEET _ /Treyucoi q�ftlIWEBD PLLVT t FIN= BLVD SLEEVE DETA NO. _ WuulnEae�iaeerin� IL RMT D1NR[16fVCA7E t6aUITi7C'ATDOti MS7Lf 5 GENERAL NOTES w mraw.l"n.. �:..s swsnu i wmr"H'ir[a%�i isrr: r a�us�L v.�.M ..[a.mv. e: wmleA n mr /G. rK eK.ta arrtt. ✓wwr is .. Lrra.s Km M n.rs man eainuaa raw. anrr faasH.a. Ylar. /o[w ro�[ [ro�Rawnr�.�e r.e .nlrr aH....e aa.r NurQ rwr rown. M wwemm malw[+s. osr s.Ya a.r<r iK L[rcnK Nwna n wr[ w Lmrc Mr /.rurQ Ka m ma[.GKN r mGraAVr�rr 4 IK mYIKLra 6.ra[a�IKI rVFrIQ rWGK m M ILR� aeb[rGTK. rcYKrR. attw www G.[A r M n.rf. OarCM1M M .Krarr NuIQ ro au[ w [ rl .LO[f /a aYr.i. D,MpI.O� la[wW w NufQ i.l. L eGr/[Y w ..Yll Soto Kam .K Rai[✓ a M irr .awitr QiQ. mGAt1r1 Au/t L L9OaL[ b rrl.ri iwiC w afa a M lrti sL[r .Yir[xr H M naAfr. manrc:a., r�.[..a�"w Ynm aa.:rwa � � aster °K rm ns w�`.a �.r wxr[a .a srKn M wwPw Ka ro Lair tq .ilrr LI xr irra H ...[w w awma ii[s. seRw Vi[f. w.auC rY wnQ F ioim: ovs..i a e6wrc�o an. n m..rru v asor.rc r LK.. m�sranaF w KLmKFlC14 �n16 Ti.fQ rt I.®.ax mop m!n ✓i[WK IKrarua LZ[� � fr ✓fir �mR6rilCra. ro aru[ raawart [rtr N.IIQ w fa{L..ir[f m M <irL[w ..[ru[v. 4 a rar K[✓ r [+QIr m w r ..[:; iw.barar w0. 1w2aalYY � w aRraK .ryA[F I ✓N 0. M m'.wClp 9W. CY[ r<..K.O art /Geri YGf[s M i(m /C.him ✓ G.P A aYi6 4 /art 6Lr. r Gna 0r4 w w f[np m.[w4 xK aK. ✓p rwaL a .Y.w[.rs l<.Ra aKr Ka[<a maA[.0 r. f!w 1[!.nLKm r M 0rsirnr Ka m me+rcra w LLr ✓ra YeKrmera r M mrnerb[ ma re swa L !ate uiwa✓[Mary rill aw[!.v r.�..rr x enrwm�s so°�O..n e• ®ic:o n taw L Lrrse •v. gnlnemrraF a /a sw nva:. ass u[:KH[ ma..[rs .RmeLS ..a M [ra.s Kra G aza. �: rumela .,.� iarH •Kwa�. rs�HSGGSrs ar°•aYm .m r w i mwo..reomrY � m/w�cHi [.MUVA�w.�wa.K.re iiww�nm`a.r:�r a.aKr w� e: o ./.IC.u. Lrmw a ro < mss v r M ra..eise . raaKA KK Anm G M mrK.erar .mK H r.a v Lr r sR w u M a.rocmrs [saG. m awe[ /rarecr ertr w e mrs Kr wrKK Lrrurrw wr�imwiwa, emrcr. m�aNa.arHns :o u r w r� un/eL acv/ •K ae.. Ha K.as eus.G ..[.scams .K sn/[s mHU a .u.•G...QU.Q. ioc DEIIOLITION/CLEARING NOTES: • rKa i..K rr[ .e. it �m� r[ .aN.f v rra.r r� e: a Lttr.# m < wrrawsra r<Q•.aL, a arl.G.a. �.Kr,a Yiarm ✓ w QKfu�¢ ixs [n.s N.nQ Lmwrn R ca.m.rc rxa nocr.�a�r e M L.wr v rrtK rwsmes .•w rK [aw.•K /cows ro w M s. vri s�uu i mw[iv #e.w'e[ vp[mro, can ro. rK<z w sears ssrr.ea R Lru a L Imp m iQr.OM / OaroK.a f Wa moaR M LEIS a M.4rgr K•PwL nrx M [cr[w. K MryF.M[, fr4gr r2rF SIGNING AND PAVEMENT MARKING NOTES as fKi. L Kior[q rmvra .o A iK m�.I�.Y`i'.�a.aW.•H� we�.rrmaoa v .:i w a a r farK[KKam K <uL r�ar nMtN rya mrLu v M fAK K aUera <HO N[. K <.[HKY I M eKr[w. M sea sKU < A. Y r M �..Kavture. rrL w l.ur<a l�saru�i ami awa:s..�'< rcu mirn m wia/ aw.ml ors �u .�we�.ri.•a a. w K r isiQ..Krrs .r M Kan wars v m#raeru. r[r'f.a m < s.we aY> son n[n rm !rm s rmawa[ mw rmr .Gf a .r. ua.r.e.Y.u.Q, srxe, aK.rr. an, rF�sw� �Kwai[I�K o� (s Rr M [KK[w n"'ssu [Lmwr�'rc uK'rr"rwsw�'m.°n rr'�Owv.r<, a Y.mm r #urw m[.n rwira...a f[HCF swa sxa[ •Ke rw rrrK/n Kawe suG sKerr. MAINTENANCE OF TRAFFIC (MOT) NOTES: r M rr+iL mlwt iw lrn /a ruf Koa1 rwa < . r[eva .nw M m r M ro. > aYW iw/r: m.n4 ¢vrti K .rlvrY n nr[. rn. rK ra [✓ < LKYKY .QO a� /m S� /alRK KrKwrt4 M M IV. rK mr I a•pr a .vL�.. M Ki Yi •r[. t..aLA. rK Q 9•a[ < K[MLO G r aKRw .iK IK r.uflD imi L. WlY'Q.[ G aw /C.itla is 9w[ < srNrm m iK [ifrta /ot rapiY raa L!x )K M•S rar [a M mar. /a /fLa. s fxr ra M ne.e/r i wu [KCno Kam.. muaara .nw�.KSe Sm awrr <.•.nu[o wipe ♦r.aA' w tiaw farf i.[ YGq M fah rw < exwm a wnwfn oar. Kwm wQ mrsiaCir F d[Kia.f K 9a <Qa ftp K KxZ K[KO. a qa.i F M IGrwr..ri4rw Nr.ip r [rH � [iY9K. Kura i1.a uK; Swa < ✓aarYwe�rK.ca l.a m M nlr a M rr®aF. c K .su sx.a r A.K wmwr . i.K c/noL LrRn M r[umr Tara• .. uiweGef L�`rirYM.att#�.+ r mutw <aem K.a,•o u..aK.rr. •.. eravK... a .K e«a. .. rKKt w[ u r rr snot r o Kn. .w� [N! /i•.L r marr[:.w arl[ < mraim <fpt M R/r wuG a fiK.[4 r[# vlow< Kr.aa[. L LdrrY ro oG nM(K�r✓ row{ i<fsa fat ro Krq /GrC[Y .rap r M roe .KK [pR" THE BA•VfMlG PE . • Z % E TC CERl CATAG pf wfYla /0wa I%�i� Q �f � ��FM7TGA1V9�I,AT1M• SNEEi �I�I[W�`7WW Rii _ r Trehllock ^�- eeAanwAao xevr a NuKISN °L°° GENERAL NOTES �N. CATS A940VI AIM KSM 6 ITEM M0. DESCRPrAM UNT QUANTITY IOy MOBILIZATION IS I MALNTEMAAC£ OF TRAPFC LS JOEM99 VARIABLE fCO N L to /W NO-1 -1 STANDARD CEARAK, 6 GRUBRRC IS I 120-1 SUBSOIL EXCAVAYION CY 120 -6 fMBAMiIEMT CY 666 b2- / -J3 PREPMEO SOIL LAYER, SPECIAL DEPTH CY S 13 P65 -109 BASE CROUP 9-E M TYPE 8-123 q 2.720 AR _D M 255 3A -7-32 SGPERPAVE FRICTION COURSE - -I IN SP-Bd TM 12B 5BO-I -B CORCREIE C6 D, TYPE F IMVHR - -b N0 M. IF bS92 526-1 -I PAVE ARQIITECWRAL q BJO .111-Hill DIRECTIONAL MIRE MLESS THAN 5 ML. HOPE IF 5 555 -IM-1w pRECTDNµ BMW l(ESS rNAV 6 Ml, PVC LF p 570 -H SEED 6 SULLY/ (CONTINGENT) q 5 575 -I -2 SDU, BAR/A RUMTH.GENT) q 5100 100 -20, SCN SMOTE PUST HP Sf LN (ESS1. Fi/ AS J TOO- T T AS I 705-7 AETRO- REFLECTAE PAVEMENT MARKER EA 150 TM -IIPI THERMPLASTIO, STANDARD, WHITE. SOLO, 6 M LA 3 3 I. -125 THERVOPUASTC STANDARD WHITE SOL N M LF 161 T.—Do THERMOPLASTIC ST WRITE, ARROW EA 55 TR -M -2B THERMPLASTC Si YEU(OY -SOH 6 IN IF /NCO 7A -Y -ffiI TNERMOPLASTIO ST IELLDM SOLID b M LY 115 -N -K0 LRJIT PULE CUMPLETE, REILK'ATE fA /J EEEI 715 -N- 2 1 LIGHTING PULL BOX, REIBC'ATE /AI UST EA 6 PAT ITEM VOTES: M -I MCWDES BONDING AND INSURANCE COSTS, AS APPLICABLE. 0O2-1 MCLUOES THE COST OF ALL TRAFFIC CMTMIL /ELATED ITEMS. IACWDIMG VARIABLE MESSAGE SIGNS, MAN PANELS, SIOMAGE, BARRCAOES. TEMPORARY STRPIC, AND ANY OTHER DEVICES NEEDED TO IMPLEMENT THE TCP WRMG CONSTMCTLN. THE LMT BE THE TIP PREPARATION AND PRXESS /AG OF THE MM PERMIT SHUVLD BE INCIDENT& TO THIS PAY ITEM. LUL(ER COUNTY MILL PAY FOR THE =ER CXIMTY ROY PERMIT FEES. AS APPLCABLE. IO2-W THIS 6 A CONTLNGENT ITEM AT THE OPTMM OF THE OWNER TO PRNIBE PUBLIC WORMATCN MESSAGES REGAROMG THE PROECT AND MAYBE USED AT THE OPTION OF THE OWNER AS AN ADD /TMAL AID TO IMPLEMENT THE TCP. LO -I -I REMOVAL OF EXSTMO CURB AND ASSOCIATED PAVEMENT WITHIN THE APED/µ 6 INCIDENTAL TO THIS PAT ITEM. AS APPLICABLE. SAM' WTTMC THE ExISTMC PAVEMENT TO REMOVE THE £X6T/VO CURB IS IACIDENTAL TO THIS PAY ITEM. loc 'a PAY ITEM MOTES CONTINUED: 295-109: J.H -I -U: JA -T -3Z COST OF EKAVATM TO CONSTRUCT THESE ITEMS 2 MCDEMTK 70 THESE PAY IT EMS, AS APPLCABLE. SUPEAPAVE WCIGHr IS CALCULATED AT W LBS/SI' /M 520 -I -9 COST QU EXCAVATION, CURB PAO (1 IN LINERCX OR ASPHALT BASE) AND COMPACTED SVWRAaE 6 MCIEMTK TO THIS PAT ITEM. COST OF SAW CVTTMO EXISTING PAVEMENT 6 NCIDEMTK TO THIS PAT ITEM. COSTT CURB PER FOOT MDCX 300 FOR TYPE 'F'. MODIFIED REFERS TO 00 MCN GUTTER, FOR A TOTAL WIDTH LP C 6 C - 1 FT .I IN K A STD TYPE 'F' • 2 FT. 526-/-1 L05r or 6 IM CLASS I CONCRETE SLAB. MORTAR SET, AND BELDMG SAM, AS DEPK'TEO N THE "TYPCAL MEDIAN OWREr PAVERS DETAIL- ON THE SPECLAL DETAILS SHEET IS ILCH,,M, TO THIS PAY ITEM. A = WASTE FACTOR IS INCLUDED M THE QUANTITY. 570-1 -1. 515 -I -2 THESE ARE CON'TMGEMT ITEMS AT THE OPTION OF THE OWNER. 2 FT SOD STRIP AUMC aX AND SEED 6 WLCH OTHER INTERIOR AREAS - -P LANDSCAPE PLAIIIMTS ARE DELAYED AND REQUIRE IN TERIM GRASSES. WAT£RAO FOR A PERIOD OF THREE MONTHS IIWCE A WEED IS HCIOENTK TO THESE PAY ITEMS. AS APPLICABLE. A VX WERAGE HAS BEEN AXED TO THE PLAN OUANrM AREAS. 7OO -20 -flL ?W-M-V COST IF SIOM POST SLEEVE W ?HM PAVER AREAS (REFER TO SPECIAL OETKU, SHALL BE INCIDENTµ TO THIS PAT ITEM, AS APPLICABLE. 715 -M42 THIS MCWOES ADUSTIVO M EXISTMG PULL BOX Iw A PAVER. OR A ANDSCAPE AREA TO THE PROPOSED GRADE. ALL NUMBERS AM MATERIALS OR PERFDRMAVO£ TESTMG REWIRED HIE. SOIL ANALYSIS, SN( CERSIM, CONCRETE STREMOTH, GRADATAM. ETCJ BY THE SPECIFCATNMS SMALL BE PERFORMED IN CONFORMANCE TO THE SPECIF,CATNMS AND INCIDENTAL TO THE APPLICABLE PAY ITEM NUMBER. ALL NUMBERS SURVEY STAKE OUT SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSKWµ (AEMSED SURVEYOR IN CONFORMANCE TO THE SPEC/FCATKMS AND INCIDENTµ TO THE APPLICABLE PAY ITEM NUMBER. RECORD (RATINGS SHALL LE PREPARED BY THE W TRCTOR, AS APPLICABLE FOR CONSTRUCTED DEVIAYNMS FROM THE PROECT PLANS AND INCIDENTµ TO THE APPLICABLE PAY ITEM NUMBER. ALL NUMBERS ANY MATERIALS OR PERFORNANCE TESrMG REQUIRED l,E. SOIL ANAlTS6, SOIL OExS1TY, CO'CRETE STRENGTH, GRADATION, ETCJ DI THE SPECMCATKW'S SMALL BE PEW MM,,D IN CON ORVANCE TO THE SPECIFICATIONS AND MCIDEMTµ TO THE APPLICABLE PAY ITEM NUMBER, ALL NUMBERS SURVEY STAKE OUT SHALL BE PERFORMED UNDER THE DIRECrM OF A PRO`MMAl. LCEMSEO SURVEYOR IN CQPORMANCE TO THE SPECPCATMS AND INCIDENTAL TO THE APPLICABLE PC ITEM NUMBER. RECORD ORAWMGS SHALL BE PREPARED BY THE CONTRACTOR. AS APPLCABLE FOR COWSTAUCTED DEVIATIONS FROM THE PROTECT PLANS AND NKIExTµ TO THE APPLICABLE PAY ITEM NUMBER, 20-1 THIS PAY ITEM REFERS TO THE EXCAVATION AND DISPOSAL LE THE EXISTING 1N SITU FILL MATERIAL THAT IS TO BE REPLACED WIN THE MEDIAN TOPSOIL BACK FILL: THE SUBSOIL MATERIAL MAYBE USED AS EMBANKYEMT IF IT MEETS APPLICABLE CRITERIA. THE SUBSOIL WANTITY IS CALCULATED TO A TRUCK MEASURE IDWIC OF 1.5 TIMES THE IN PLACE VOLUME. ILO -6 THIS PAT ITEM REFERS TO THE FAIL NEEDED YO DEVELOP TIE MEDIAN FILL SECTION, ELCWDIX THE TOPSOIL PORTION OF THE FILL SECTION. THE SUB SOIL MATERIAL MAYBE USED AS EMBANKMENT IF IT MEETS APPLCMIE CRITERI, TILE EMBANKMENT FRL QUANTITY IS CALCULATED TO A TRUCK MEASURE VOWME OF 1.5 TIMES THE IN PLACE VOLUME. Mil -1 -35 THIS PAY ITEM REFERS THE MEDIAN TORUNI, BACK FILL DEPICTED IN THE - PROPOSED MEDIAN FILL SECTION' IN THE SPECIAL DETAILS SNEEr. ADDITAONAL TOPSOIL SPECIFICATIONS ARE PROVIDED ON THE SPECIAL DETAILS SHEET AS HELL MD ME INCIDENTAL TO THIS PC ITEM. THE MEDIAN TOPSOIL BACKFHL WMT/TT 6 CALCULATED TO A TRW( E MEASU WUHIE OF 1.5 TIMES THE A PLACE VOLUME. N-WM TREBIDOCK. ACP. PE • 4Ib p �f TICS CERTIFICATION OO WTHORIZATION R£Y161ON5 NJ�?dAC(t1%P.d +� CTYl6R Cvl T1GMff1'A2TATTOV SHEET OF-AN P % TPEIDIICDCk W. Ilaolloptadaeeril0 ADD NU 7 7CA7>� U SUMMARY OF PA Y lTE"OUANT"M5 _. ANHQR xNT fA]f11EN !..478 BBATTFPIL'A77NAIL ALR7u 7 O1' WHITE SO J m XIST. L�ONT Q 50.R REMAIN STA 0 OWD � SURVEY m 4'R STA L OFF 9 = RI -TI Q 50'R h _a o LEGEND 10 0 /0 30 0 Feet RIW LINE PROP. TURN LANE ARCW ITYPI � 71� EX /ST EO° 6' WHITE W /BOA RPMS a[L 1 /� ,a —6. OBL YELLOW lf' /BOA RP-.= F H 'F' CW B' YELLOW W /BOA N— RIW LINE all n a r sr OFF' G' R r TURN LANE /MEDIAN PAVEMENT WIDENING ® PAVERS NORMAN TREEIU=, AiCP. PE . VIE TCS CERTIFICATION OF AUTMORIZATXW N0. U796 REVl.10X5 -+r COUNTY 7L4AR[INTA7RW SHEET TrebUcock aoRONADO PARKWAY V. E(tlPp1APD Pt1V7 t 6UMIDY 1L19 NhoalmenloaeTlae rAr�voA�sesaornxxrs<a.tArsTU PLAN B IOC Ul 0 10 30 :_3 CANAL L^ Feel A R/W� USE LS 1 4 S.� ��(... oa ... .. .. of - -.. ... .. ........................ -e[... T+Op EXIST. C0ICRETE BRIDGE WALLS 9 42+00 Am­ A 65'R STA. 7 +59.49 STA. 7+89,19 STA. 7 +99.19 - EXIST. GUARDRAIL 03VST 'MODIFIED' `� R [y' �f 0°F O.8i L OfF 8.62 L OFF 842 L SURVEY TYPE 'F1. C6G A. 9 +91.62 WHI A. 7+06.94 [ 52 IF 0 L " OC 70 CRDRL CONCRETE BRIDGE WALLS GUARDRAIL `A 'OFF 9.07 L .84 3d EDI /I MAi EXIST- ME IAN 42 ' O EXIS ARORA /L S . 7 +5.88' 3TA. +91.94 EXIST PROP TURN STA. 9 +91.71 50•R •47 p COSST 'MODIFIED' $'R CONCRETE BRIDGE WALLS ARROW OFF 091 R 7A• 7. STA. 7 +76.73 STA. 9+12.61 CORONADO PARKWAY FOC TO GRDRL STA. 9 +52.82 TO BE RELOC E n F 42.47 R EXIST EDP OFF 10.47 v 0cp OF'f 091 R T J 501R EXIST STA. 9+2247 6' WHITE 10 LF 6' WHIT a EXIST. GUARDRAIL CONCRETE 8RI[y^E WALLS 81 R iD Zjz D (n 5 RAY LINE m CANAL • /0 FT CURB TRANSITION TO MATCH EXIST BRIDGE CURB (COST INCIDENTAL TO CURB Ln PAY ITEM, AS APPLICABLE) LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS NORMAN TREBILCOCR, AA'P, PE 47116 TCS CERTWCATpN OF AUTHORIZATAW No. 27796 REVISIONS — & _` V Tredilcock OL1IlJ6R COf/MT TAAAMPfMFA11gV CORONADO PARKWAY sH�EEr CCWOIVADO PLNr! MNV78R ACVD 9 I lllliU-lulillET�OI rw H.r1ro,T wE Q],lMA, GA l8 G61flI7fXH 7f YAK ALSM PLAN loc cn o to 30 CANAL Feet Is . ..... s �• ... v g .� ^- ...... °c ..........-- oc - -._. .................... EXIST. ...o .......... oc 7+D0 COWCRErE BRIDGE WALLS A7400 r STA. 7 +59.49 STA. 7.89.49 STA. 7 +99.19 - EX15T.'—ARDRAIL' CONST 'MODIFIED'' 5O•R .65'R 'OF—FO—.5-4—L—\ OFF- '8.62'L n OFF 882 L- ' .P SURVEY ", 'F, CAG. iA. 9 +91.82 Wnl 7A. L'OACRETE BRIDGE WALLS WARORA /L OFF 9A1 L 7+06.93 52 [F OC TO GRORC JAT EOI R MAT EXIST* MEDIAN 10 BR E CURB y ' ARDRA/L7--� TA. +91.91 EXIST PROP TURN STA. 9 +94 'R , , CONCRETE BRIDGE WALLS ARR. !ryfk- OFF 0.9 R STA. 7.75J5 CORONADO PARKWAY STA. 9 +/2.61 FCC TO GRORL STA. 9 +52.82 T BE RELOC q0 R EX15T EOP OFF p,q M B. �F 0.91 R 50 R EXIST STA. 9VA3 6" WHITE 40 LF 6' WHIT EXIST. GUARDRAIL CONCRETE BRIDGE WALLS-1 -8'1 \ 3l RIW LINE m rF CANAL • 10 FT CURB TRANSITION TO I MATCH EXIST BRIDGE CURB J (COST INCIDENTAL TO CURB L7) ( PAY ITEM, AS APPLICABLE) izE Y/\ LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AORMAN TREBIL=K, ACP, PE + ITIAS TCS CERTFCATION OF AUTHO RIZATON M. Z77% Rf vIJ OJ I�_�/ e C Qpp �/�• �.�-�-G�fR�_(/J S( i Trebilcoch - "� A— CORONADO PARKWAY BEET LpPq'JADO PLMYQ NUM&P AL[9 ro pJUlnreaNi�eeric� ar,RBL, at>B BEtvrgx,A77Dnl AL37rt PLAN loc h �^ 3 Dom_ /0 3 I; m Feet a RAY LINE D � + 12 • XLST. (IfillT PO(E - STA R+CO.I - STA 12/3220 STA 12+82.20 BE RELOCATED.... OFF IJ'R EXIT EDP 6' WHITE IlJLF } OFF 2.3R y� F `OP P fi MEDIAN 9 55'R 3.5R SURVEYS COYST 'MODIFIED' TYPE 'F' CLG �} 65'R REnATEO CIGNT POLE CORONADO PARKWAY EXIST EDP y A lla R c r ro.t Slop STA fi W OFF 9J'R 3 RAY LINE y rn a (n RAY LINE LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AORYAN TRE82COC1, ACP, PE ails rC5 CERTIFICATION OF AOTWRIZATAIN No. 27796 N e v, s is N b axLm CONMT 71YA1Y�Rumw CVRONADO PARKWAY SHEET No. ovenucoch cx�vAAiD PrTrr a xDxr�Y ecro 11 e1i1111e e11elelefitY rAXMV DA78 AVADTDT'.AnOK XsM PLAN loc "I 0 10 30 Feet R/W /Nf 15 +00 l6+ 9 +00— — — 18 +00 EXIST EOP ' ,+ E SURVEY =/I .. M MEDIAN 9 CONST 'MODIFIED' TYPE 'F' C&C.r ar ,J•. A CORONADO PARKWAY EXIST EOP s -- -- -- \�RM LINE -- - -- LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS NORMAN THE H=K, AICP. Pf a/a TCS CERT/FCATAY OF AVTHMIZATMN No. ZIT% rt[vi5 IONS j%!!.L/fL .� Treuucoch CEIf.Te 1VTT TAAAmriPTATRW CORONADO PARKWAY SHEET CcVPVNAW KIVY! //f1N7PP IL[9 12 thuolrt mp�eeTi�o GALV N GA ?T AFAD7VAZi7 K MS PLAN loc 0+ RM' LINE 0 /0 30 Fee RIW LINE 19 +00 a O +60 21 +00 22 Y ,^ EXIST EDP CONST 'MODIFIED' TYPE 'F' C&G f suRVET o MEDIAN 9 CDNST 'MODIFIED' TYPE ;f' C&G CORONADOy PARKWAY EXIST EOP LEGEND TURN CANE /MEDIAN PAVEMENT WIDENING ® PAVERS NORMAN TREBI(CCCN, AICP. FE aRs rCS CERTIFVATANI OF AUTWRIZATAIN *. 27796 RfY /S IONS 4),TPeblicoch 7RAAWWrAf CORONADO PARKWAY PLAN SN1EEEr GTAP�O "ojwMr :NDN7l &pv a X=VGf7vCeA07MCA7MA�� IJ IOC 0 /0 30 Feet R/W I INE pp 25+W S IPIfD' TYPE 'F' P 1 ^" STA 22 +54.80 p STA 22 +50.40 F w/NEY EXIST EOP + STA 25 +J6.70 - _. _...::_ _. .__... _.. _.._. _. _ 60A•R .. . ' . ... + S 'NDIFIEO' PCBG .. .. _.. '. STA ?3.68.0 f 6TWE N /TE 78 LF OFF / !A �y s OFF 2J'R r r MEDIAN 9 9 NE IAN B 4A'R STA 24 +86.70 STA 25 +3670 EXIST L/GWT PolE L 'R tI, TA 25+66.0 P CONSi '.Y001F/ED' TYPE 'F' CdC OFF 0.8'L J AQA/ST PULL 801 OFF 9. 'R 50.0w, EXIT EOP CORONADO PARKWAY r 75.0'R O SD RM LINE ® .0 3 Riff' LINE DETAIL OF STATION OFF -SET 700 -20 -8 W FOR MEDIAN ISLAND fR3-2L1, IRJ -4I C STA 2J+08.50 STA 2J +3025 OFF 8.71 OFF 8.5'L W 3'R 3'R R W LINE STA 2J *08.90 STA 23 +3230 OFF 3.4'L OFF J2'L N 91'R 66'R STA 2J +/6.40 STA 2J +20.93 LEGEND OFF 6A'R OfF 1.4'R 3'R TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS NORMAN TREft=K, ACP, PE aNfi TCS CERTIFCATON OF AcIrlwaATON N4. 27705 rt[v/5 vox5 1 li � .,I moollcoch Cp�7,�CyO�•r 71GIIN�T,A774N' CORONADO PARKWAY SHEET Av. &� 'W� /4 mnmraogIOeeNU MM ar�vaATS es4u7nxwTAU7n PLAN 10 I ' RAY LINE J \ill -J 0 b 30 WRELOCATE SIGN 6;; !SAYE LOCATav Feet a.S / ' 7a0- 2b -40) 2i' WH U' q o d015 x \\ RAY L /NE — � — — 27+ 28 +00 29 +00 + s v s ♦STA 26 +32.66 STA 26 +82A0 STA 27,24.10 f ��, L OFF 9.6'L Ex ST EDP -- J SOW 6 PUIL dJx CONST 'MODIFIED' TYPE 'F'. CK s 9 .} YED /AN 7 -DYED /AN 8 ST FY/L, B0.Y STA X 4 O.J'L 9.5'R CORONADO PARKWAY LTM'ST 'MODIFIED' TYPE 'F' CWG -1 6' WHITE 77 LF STA 27 +21X7 �EXIST EDP OFF 92'R f. PROP. TURN ARROW'S rTYP/ ffDl RM' L/Nf RAY L/NE LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AG WAN rREBILCOCK, AICP, PE • e115 TCS CERT/FiCATNW OF N/THDRIIATNN No. 277% NEYIS /0x5 �/� � ' l� '� TrebllcocR CgLT�'N C9lNVT'1 T1UA�GRfA1R1V MRONADO PARKWAY s� T CGQONADD RR'1'Q NUNIIDP ILVD /5 NcH�tenloeerlNi�� .w N..clor wr PLAN loc I D ro JD r—� Feet 33+ ttWST 'MODIFIED' TrPE 'F' CLG 5flRJEY EXIST EDP SFF 3377135 *€ r, p OFF 9A' L STA 31 +63.70 PROP• TURN ARR7MS fT Pl + r ... � OFF 2.D' L _ . _ � 6' WN/TE 112 lF s w MEDIAN 7 ,p n S LU2T 'Y00/FIEO' TYPf 'F' Cdf. a MEDIAN 6 .� i STA lO +iB.30 A STA 31 +6127 M COAST 'MODIFIED' TYPE 'F' CKG P .TURN ARROWS fTYPI 60'R CORONADO PARKWAY EXSJ EDP J¢ 501R r •� J D Q — ... WW LINE L R/W L/NE N� U O l� LU LEGEND TURN LAN£ /MEDIAN PAVEMENT WIDENING PAVERS AORMAN rREBILLTICK, AK•'P, PE nib rCS CERTIFCATM OF AUTIARIZArlaN ft. E77A5 Nf VISIONS Y I Trebucock �� J>&fiXW= CORONADO PARKWAY SNO. IX7pYAVAPO Pnrra• 67IMIDP ILl9 0 AS p>teuu•eetluor�oe a,A, adr. mAv7mWAM-jms7Tz PLAN loc I I� m 0 ID 30 / � Feet R/W LINE F SURVEY jl� aif \ R/w LINE — 35 +00 36 +00 37+ 38+00 3 S SO'R Q SURVEY CONST 'MODIFIED' TYPE 'F' C&G ,y EXIST EDP pFF39� v r y y9 2.7 RELOCATED LIGHT POLE 75'R - STA 37+3/.17 - - STA'35 +82.60 OFF -4.7' C MEDIAN 6 J MEDIAN 5 V; STA 31 +5BA0 6' WHITE 121 LF STA 35 +98.50 3.7R NNST 'MODIFIED' TYPE 'F' , STA 1 OFF O.J'L PROPoSED TURN ARROWS MP) OFF 0.3 L y yf OFF 9.0'R EX /57 EDP CORONA00 PARKWAY TO'R 55'R� SFF 1T D * 9.0'R OFF 9-0'R t EXIST LIGHT POLE TO BE RELOCATED O 4 C W co Ln XX.XX PROPOSED CURB LIP ELE 1- (O.JX LONGITUDINAL TRANSITION TO STANDARD GRADE) LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING ® PAVERS AM" TREBILCOCX. AACP, PE • QI15 TM LERTIFX'ArON OF AUTNORIZATION 0 27795 Nf VISIONS A�� 'rebilcoch cw�rcwnrrTlrAAwoereTr<w CORONADO PARKWAY SHEET ^° Q7AOlUBDPLMT :MOMSRLILiD IT 11ee &Ierenieeerin& OXY11 PLAN V0A?5MA07S7Cf71r7MAYtm loc I 0 10 30 Feet RrW [ /NE 40 +00 41+00 f SURVEY sF r STA 41-0.15 CONST 'MODIFIED' TYPE -'F' C&G STA 40+9385 EXIST EDP CORONADO PARKWAY i� _... pep .0-0' 7A F 1.3'R y S MEDIAN 4 D 3.9'R STA 39 57 40 aJr CONST 'MODIFIED' TYPE 'F* C&G SrA 4I+D ).So STA M+O, �50•R EXIST EOP PRA. F A ^ ✓ y w SUS' ARRLM'S (rYP LEGEND Xx.XX PIpPoSED CURB LIP ELEVATCN (0J7. LpIGITUOINAL TRANSITXX/ TO STANDARD GRADE) TURN LANE / MEDIAN PAVEMENT WIDENING PAVERS A.A. TRE81=4 AA'P, FE • VR6 rCb CERTIFCATNN OF wrMRIZATMN M. Zrl% NEV16lOM5 &pepllcuch r]G( PgNrA77CW GYJRONADO PARKWAY a mv, haomrnninenrin� ebaw tu7V MAVWrAnW ,"Ttt PLAN 19 R/W LINE 39+00 / EXIST EDP �.P _ CCNST 'M0D/FIED' 7PE 'F'_ C&C STA.r 'TA a 0 13'R V MEDIAN 5 6� STA 38-69. J.7'R OFF 9AR v %'R �4A A O � J N �O U � C � O W LnW loc I 0 10 30 Feet RrW [ /NE 40 +00 41+00 f SURVEY sF r STA 41-0.15 CONST 'MODIFIED' TYPE -'F' C&G STA 40+9385 EXIST EDP CORONADO PARKWAY i� _... pep .0-0' 7A F 1.3'R y S MEDIAN 4 D 3.9'R STA 39 57 40 aJr CONST 'MODIFIED' TYPE 'F* C&G SrA 4I+D ).So STA M+O, �50•R EXIST EOP PRA. F A ^ ✓ y w SUS' ARRLM'S (rYP LEGEND Xx.XX PIpPoSED CURB LIP ELEVATCN (0J7. LpIGITUOINAL TRANSITXX/ TO STANDARD GRADE) TURN LANE / MEDIAN PAVEMENT WIDENING PAVERS A.A. TRE81=4 AA'P, FE • VR6 rCb CERTIFCATNN OF wrMRIZATMN M. Zrl% NEV16lOM5 &pepllcuch r]G( PgNrA77CW GYJRONADO PARKWAY a mv, haomrnninenrin� ebaw tu7V MAVWrAnW ,"Ttt PLAN 19 M. ,f JOC -I o ro .3G RAY LINE Feet 45tgp RAY LlNf � LEGEND xx xx PROPoSEO CURB LIP ELEVATON rOJX LONGITODINAL TRANSITE7N TO STANDARD GRADEI TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS NVRNAN TRENrLLLCN, A1CP, PE • ire TCS CERT/FICAraN OF vTNORIZAigN No. ENT% REVIS /OYS � GLfl� CDON7T S1R�/'EKXIA714�' SHEET Trebllcock CORONAno PARKWAY r-1 GTNP(NVdA7 Pl1Yrd �7A ILi9 �irm/X, af75 AUV7AWAnLW NS TT( PLAN rrrrwA°xaw v.r RAY LINE F EXIST £OP- COxST 'YOOIFIEDIA TWPE F /.5'R 416 r RELOCATE SIGN (SAVE LOCATION TOO- ZO -M7I u'PROX1NArE s - .. s C EXIST EOP COAST 'NOD /FIFO' ;1'P 6' YELLOW W /BDA RPVS OFF R. � S YELLOW W/BDA RPYS S ICO lF / CORONADO PARKWAY 0 +11.90 72'R EXIST EOP 6' WHITE W/BDRC RPVs 202 LF ' YELLOW W /BOA RPVs 69 LF RAW LINE LEGEND 1) 1.) S 10 Feet TURN f�GS PAVEMENT WIDENING ® PAVERS NO." TR[BIUroCw, AAP. PE • 47N6 TCS CERTIFICATION OF N/TFO.RIZATION ft. 2TT% nE rlS lows LNYf�ttlrY/NTI 7lAlx.Ppq'A77tW SWEET t / TPBbIICOCH aoRONADO PARKWAY „B. ca�navao PnWre eDxrrmY ecvo uue1eren1111" O AZMY OAM ADMW17=ALSIU PLAN 2D AN. w.uUMM v.r h = `�' STA i6 +Q T��1 d l l?FF !2A�, <10-20401 (SAVE_LD1 STA 48 3 OFF 2- -2f' WQ �f So S 10 Feet TURN f�GS PAVEMENT WIDENING ® PAVERS NO." TR[BIUroCw, AAP. PE • 47N6 TCS CERTIFICATION OF N/TFO.RIZATION ft. 2TT% nE rlS lows LNYf�ttlrY/NTI 7lAlx.Ppq'A77tW SWEET t / TPBbIICOCH aoRONADO PARKWAY „B. ca�navao PnWre eDxrrmY ecvo uue1eren1111" O AZMY OAM ADMW17=ALSIU PLAN 2D AN. w.uUMM v.r h 50' R 50' R R1W /NE RELOCATE SKIN ! TA.-W+09 TOO -20 -q1 EXIST EOP t +00 2 +00 6` WHITE BDRC Ys l21 tF 1D- P TURN -ARROW ITTPI -.d WHITE 121 LF HUNTER'BLVD. / �7 `EXIST EOP 7 a I R1W LINE LEGEND WHITE M IF loc !l !Z AMM- 0 IV 30 3 Feet J 2 l STOP N 3+00 I 4 +DD vi \ W W J STOP Q N TURN LANE /MEDIAN ® PAVEMENT WIDENING PAVERS A0WM TREBILCOCK, AC'P, PE • 0116 TCS CERTIFK:AMN OF AUThWIZATKAN ft. 27196 REVit IOKS LOff./61P G9VNT1 TRM4PQNTAT/OV HUNTER BOULEVARD SHEET ND. 1 % TreoucocN CKINOWAA7 PLIVY: NUMSR ILVD Nl�a�lo� e�lionerl�l axom aif. AMI) MO Mi MSM PLAN v 10 0 10 30 Feet A— RiW LINE t+8,00 4+00 5+ Q SURVEY 6 00 EXI fOP 7 +00 ST 7.1420 -. 1.5'P. - PROP. TURN ARROWS (TYPI I T NT 6. W.— 172 lF ' TO BE RECOC ED _ _ 6' WHITE H HUNTER BLVD. STA 6 +260 RELOCATED LIGHT POA OFF 7&—R—\ y. DFF 3D•L STA 7.00m STA 7x50 L1�F SJ' R OFF 3 -07'R R t. MED/AH 2 'f 9 / MEDIAN 3 J W CONST 'MODIFIED' TYPE 'F' C&O STA 6.02J0` OFF .0'R ~ STA 6. 20 s r TA 7 m ; CONST 'MODIFIED' TYPE 'F' C8G 65'R 50'R OFF 9.0'R EXIST EDP D SD STOP R11N LINE LINE J O O M N LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS NOW" rREBILCOCN. ACP. PE • 4n5 TCS CERTIF.CATANI OF AVrHAR /7ATAAV Ne. zmK wcv/: /oNS y If,! oNddOC(Q.�.CAt Trobllcoch HUNTER BOULEVARD �"AEOEr Elaxav & NU,vrsRA &V0 22 NI�N�IneltlNeerlNY �.�N CA78B&fUT07L"ATNA1( Ata7Tt PLAN loc I 0 IV 30 Feet RM L E p EXIS EOP 8+00 4,00 + N +00 L , /2 +00 a STA 8 +43.66 € +MET STA R+OS.q :9 OFF IA'R CONST 'MOD FIED' TYPE 'F' CO OFF 93'C 975'R s MEDIAN 3 '� CONST 'MODIFIED' TYPE 'F' &f� HUNTER BLVD. �; STa °11+0,,0 " r � < < < a EX $T 1w D TR/W U E LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AORNAN TREBRCOL'X, AC'P, PE • 01)6 7CS CERT /FCATCN OF NITAOR1ZATVN N•. 1779S Is, DAdad I' - wwcci a ..;� T,ebllcocm �� TAr , HUNTER BOULEVARD SHEET An. aAaOwnno Frrvr a NT/MLR etc9 1K' 23 �ueunren�l�eerino arAeNCA�sesAUTnxana�ACSnE PLAN 10 C `1 D 10 30 3 Feet Vf RAY LINE W U Q Y l ` \\ EXIST EOP 12+00 3+ 14 +00 0 sTOa +00 ,� +00 R OFF 97'( SURVEY t' LIJNST 'MODIFIED' TYPE 'F' C6G 19.7'L 50'R GI A 9.2'L 9.6,R pvf 1.7R MEDIAN 4 'd' MEDIAN 5 STA 12 +56.00 t'' STA 13+CK.23s SrA w +4es0 HUNTER BLVD. STA 15 +42AD OFF 9.5R f7FF 9S'R F 6' WHITE 120 1 OFF OS'L b NNST 'MODIFIED' TYPE 'F' CeG PROPOSED TURN ARROW'S fTYPI EXIST. LC<HT POLE CONST 'MODIFIED' TYPE 'F' C&G jF 70 BE AT s' EXIST E01 STA 14+30.00 POLE 6A' RAM' LINE LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AGW M TREBIZ=, ACP. PE . 4TH5 TCS C,RTIF.CATOY OF N/TWRIZATAW Nu. 277% nLV /5 /ONS 1 Aw ji - ga:` � Trebilcock HUNTER BOU/EVARD s"AEOer cagcAwwPr r&lAwmALPD u 24 p�euln e��iecerino GOLA.A, CATS MAV7VYCA 77ON ALS7Q PLAN loc"R 0 10 30 Feet — E-R/W LINE EXIST OP 16 +00 — +00 SURVEY b 4 IFIED' TYPE F' �' S F Ai +75.25 ;� PROP. TURN ROW$ (TYPI COAST 1 +51.20 !S 9.0'L TA n +6p,7p STA 9 Nl£dAN 9.0'R STA /7 .00 OFF % y 6' WHITE 120 1f TA 9.020 OFF pA' 5 OFF 2J 'B 50'R yiy JS'R STA 16 +75.25 Is A£OIAN 6 CONST 'MODIFIED' TYPE 'F' CBG CONST '1 ODIFIEO' TYPE 'f' C2G 50' RELOCATED LIGHT POLE HUNT BLVD. fX6T. treyY : TA N+06.75 F I.s'R POLE TO BE RELOCATED 5 A ff +61 EXIST EDP STOP 2 R,`W LINE j Q N LEGEND TURN LANE/MEDIAN PAVEMENT WIDENING PAVERS Ag9YAN TREeIa=, AKP, PE • +TN6 TC5 CERTW"TM OF WTHORIZATION ft 27756 et r,s,oNS �. CgGLN'IP C1NIN7T TWAANIGNTAlItW 2 Tr aniicocN HUNTER BOULEVARD s�Er LgPANAOO P[Ny a F/UA7HP eLm pateolNpeUlNesrhl�,���� PLAN 25 iocMol 0 0 30 Feet RAY LINE - 2Ofoo _ — 1— — 24 +00 2 /Y'0 _ 22+ SD . _ 23 +00 � s § r .F, cab y I y CoNST 'MODIFIED' T�"PE C SURVEY Y f mtfte ° MEDIAN 6 CONST I/DO /F /ED' - TyPE •F. 0 Y � s HUNTER BLVD. EXI T OP D_ RAY LINE LEGEND TURN LANEIMEDIAN } PAVEMENT WIDENING PAVERS FCATIN iOEB/L[OC6, AiCP, P£ • 7?% TCS CERT/F.CAi,UY OF A%TAWfIZATA}Y Ma. fTT% R f Y 1510 M 5 CGL/d'R cow" TAAAMORrASTAV Trebilcock HUNTER BOULEVARD 5N�' nNgVAAD PLIVY A MOAM KYD �geelareapoeerl�o QY.L�VQA7EM41IMMA7MM5711 PLAN 26 rsa NaT 10 LEGEND TORN LANE /MEDIAN PAVEMENT WIDENING 99M PAVERS M MAN rRE81=4 AA'P. PE • V115 TCS C6,1FCATON OF AOTNIMIZATNM NN. ZR% L Vip eb�ICOCH ��nMXIFVlTAnW HUNTER BOULEVARD eEEEr caAawm ffwT r erm= sro >tnure uioeerl "� &X"Nat7zMAvnn A77C� lum PLAN lOC "q 0 p JO Feel y SLOP R/W LINE — — CON-1T 'MODIFIED' TYPE 'F' C&G Exrsr EO°� + 30+00 j/ EXKT EOP 32+00 ' -IIII f III II III � .+ TA .,R OF +OA STA 28 +9OA0 STA 29 +q.O0 OFF Bb'L OFF 0.7'L ` PROP. TURN ARAQYS l7YPI'Y STA 28+09.70 OFF Bb'C IA'R •R STA JI+2BA0 SD'R JAi OFF J3'R MEDIAN 7 F 05'11 R Q S 50'11 ~ 4 !�84� STA 28 +09.7 OAF 7A'R r t" �' I A JS.' V ' J 60.11 STA 28 +9JA0 sfA 29HJ.LG ? 10.3 HUNTER V I F = siA J/ +27.50 ' — i EXlsr. m"r Po[E TO REMAIN A- WHITE 7J IF EXIST LIGHT POE __ i .0 B -_ N EN /ST EOP Ex/ST EDP lv 111 LINE �s —V C� S q /W LINE ti LEGEND I I xx.xx PROPOSED CURB LIP E.-l- (03% LONGITUDINAL TRANSITION TO STANDARD GRADE) TURN CANE /MEDIAN PAVEMENT WIDENING PAVERS M MAN TREBIU=, AA'.'P. PE N 0116 TCS CERT /FrATJCN OF AVTHO R /ZATON N. 27M NLV/5/ONS M06 Q TrebticocN �Nu�xlNraeUneaTin TAW[TwW HUNTER BOULEVARD SHEET CCAPOWADOFYWYrN7v7�cec[9 2B GLdSNCATSAeA/7BAA77LA�f AfSTU PLAN ILRAr ARROWS �� < • "��MODIF /f0' TYPE ,F.. C&G R/W LINE EXIST £0 34+ } S'� f SURVEY F MEDIAN 8 HUNTER BLVD. s RIW LINE loc I 0 /0 F 'MDDIFIED' TYPE LEGEND xA.xx ro�ixoiavc ruo LIP rELEVATO TO STANDARD GRADE) TURN LANE /MEDIAN PAVEMENT WIDENING ® PAVERS AORMAN TREBILCOC6. ACV. PE .alb TCS CERTIFCATM OF AOTWRIZAT2N ft. E7796 REVISIONS =um cmwrr numwQTrAnw SNEE7 TrebllcocN MWT &=aV HUNTER BOULEVARD Aa. p�nmrenlaesNe� W..11 GAIN AWAU.IrA.1 AUM PLAN 29 loc 11 to .w LEGEND TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS WHITE XX.XX PRBPBSON CURB UP EAN —SITONN rTO STANDARD GRA TRAMSIigW ra sraNOaRp GRMEI AORNAN TREBILNCx, AxP, PE • 0"5 TCS CERTIFGATAN OF WTNORIZATAAY *. ZTT% rWAMgRrAR HUNTER BOULEVARD sNNEEr Trewlcoch CQY`wwR M Vxwremw=BLvD n�Woroniuorio� PLAN XM,aa,WAM9rA7M Kim 30 -- Aw aamr wT loc 11 � � a 3 ti m n °ter% nl Feet RM LINE "L R/W LINE P EXIST EC1° LOCATED LBHT POLE 41 +pp 42 1 D 43 +00 44 +00 5 10 +96.11 OFF 5.0' ¢ r 'mw A 42+09.00 'AIODI£If0' o CONST FiED, TYPE 'F' C .0 L f SURVEY ST TYPE 'F' C8G J R W H MEDIAN B YEOIAN 9 2 STA 41+4.50 R 93'R M E' WHITE 105 LF �< OFF 4.01 50'R HUNTER BLVD. CONST '1/ODIFLED' TYPE 'F' CeC s'A 4p+09.OD TA 4 STA 4 +50.00 PROP TURN LTYP PST. LMiHT TO BE RELOCATED PAOP TURN ARROWS MP) TA 40.96.00 p OFF /J'L 6 WRITE ft/W LINE� -F+ LEGEND XX.XX P E JROPo` ro /TUO /NAL TRANSITION TO STANDARD GRADE! TURN LANE /MEDIAN PAVEMENT WIDENING PAVERS AORYAN rREBILCOCX, AR.'P, PE • 0115 TCS CERrIFKArION OF WrWRIIATOY No. 2 "96 xe vlsloxs �} 1T 'r Trobiicoch alfZM CnUN7r TJL04FQrAnW, HUA7TERBOULEVARD SHEET Ao. .. CaVQVO MWY& NOW= SL IV JI pTCdnregi�terhT, GTR - -- v7v]mzm lam PLAN loc " 3 I � I W ti H o /0 s0 RiIY LINE _/ R/W Ll "E Feet — — HUNTER BLVD. `% f' s � +aD EXIST EDP 47 +00 48t As RELOCATED lA,'YIT POLE STA I5 +N7A0 R • STA ffi+6 HUNTER BLVD. CONST 'MODIFIED' TYPE 'F' C8G STA M +T /.Srl OFF 57' 2'R 5 45 OFF 2 3'L D/AN 9 50•1 Oa 22'R IS'R —so"? MEDIAN 10 1 2.5' ,fy... T, X+eN ro A w5 +75 QJ rF +87 m ° ccwsr STA +8.00.00 6' WHITE NS LF F 'L OFF 22'R OFF 9.0'R EXIST EOP STA 16 *6J27 /2. STA I7./J37 TYPE 'F' C&G OFF 0.7'L PROPoSED T MRAYS (TT Nt` y 50'R 6' WHITE 57 U' CONS IF/EO' TYPE 'F' PRQ -OSED TURN ARROWS fTYP) EXIST L 7 POLE 6` AT£D -- -- a OF y/ Ri7Y LINE F m m D y R/W LINE LEGEND Xx.xx roROFDS O LIl V A /n0 /NAL TRANSITION TO STANDARD GRADE) TURN CANE /MEDIAN PAVEMENT WIDENING ® PAVERS AORMAN TRE8IL000X, AICP, PE N 47n6 REV/5 /Ow5 y /! p.,-I,_+ TCS CERr/F•CATM OF AUTHMIZATANI No. 27796 1'jy_/! • RLLN� R YwFGfi4GW .� CTNLRIP CW/N]7 TAA7A�[KTAIAV SHEET TPOD11COCH HUNTER BOULEVARD Ao. CC10 vAwPIMP!mwwxv:O _ 12 pae�lAreniaeerlgo 0.. ad M4V7,111T.1 A.M PLAN Ln L" I y It y N \ \\ RAY LINE OFF 49 +00 +00 f sor vEr CONsr 'MODIFIED' TYPE 'F' CW MEDUN Ir HUNTER 6' WRITE W180RC RPM, 130 IF, 142 LF 6 116 D' OP IURN ARROW$ rTYP1 RIW UNE l !y� fXlST LIGHT POLE x TO BE RELOCATED 5/ +00 CON$i 'M0p /FIFO' 7YP F' C8G / -BOAS� RR�PMS5op.�o�r.,oI7op ... __... 6' LLOW W/BDA PPM, 228 !F 4.02 LINE V \ l 10 C 'r 0 10 30 Feet Tao -20 -R IRI -7) iTA 5ir5TA AW 9.87— I'R ZA 24' WHITE J6 �p I J 50' R Q Q Q Q LEGEND xX.xx PRUPp$ED CURB L/P EI£VATpN (0.3X LONG /TUD/MAL TRAMSIrKW TO STANDARD GRAPEY TURN LANE /MED IAN PAVEMENT WIDENING PAVERS NO"" nW5IL=X, A,CP, PE • 47M6 TCS CERrIFCArAM OF AUTFORIZATATN ft. Err% Rf vI, ION, � 4)TpenliCUCH QNP aVADO Pt1PT ?BUMIDluro HUNTER BOULEVARD No. �ufnlmaHoteriff axam OA 78 AMAU7VWAZVX K47TZ PLAN JS Wrr wueoW rn 10c"q I R R I G A T I O N L E G E N D RAI -ION *1111 SO-11 PPoPoSED e' MELL A PUMP 10 HP I I SUaMEIKI &E FV IF -11. *1Tx .-I. sI - FLUSx1.6 fILTR111W Sr SrEle AND ELEGIRICAt DISCOMNECI. •° ,DCLUOE 11 - DAI ., 1 1. 1ECEPr1CtE ON Dlsca +.En Posr. LDC1r1D fix u£D1Ax x0. s ON /NxrEA elv0. REM IRRIGATION MATERIALS SCHEDULE: 90% PLANS UNIT QTY. PADFOSED wrDAILI PICCOLO 1R 1, z DA sTATIDxs. aC ryy / PS Irrigation 5 slam Specs: Moan B' well & submenide 10 h 230V sin Mssapump velh VFDcadrepumpsla6on y P Iff AEA.1E TER ✓INAI coxrlroLLER N/rx colrc. e.N,O POST. well, pump and pump s[a6an to be 100% apsaBanal par plan, detrle, specilctlime and manuhetuafs spxilcatiem. .s - POIED To include master control & hydrometer globe mount wWe; automatic self IluaNng 4111 system with discharge sump; Is IRRICIr III MA1x. I'M -122D cuss zoo P✓C AA.ET PIPE. vlxroxE PURPLE taxer. well installation Dartnila; al miscellaneous component*, piping, wiring eruct ABinga Ea. 1 HOPE P Controller. MOTOROLA Radio Piccolo J6t 1, 2 or 4 OulputlStation Irrigation Conlydler installation only Pa0ro5ED -1 TO - MECx1AICAL 10I1 1NTEHIPAHIC-O 1111'.1 1111 r1Ax511IDAL OASN(r5. To include: Mounting post set on site, pounding, wow era co necliona, IOD% operational par plans, details & and zone wow connectible per recommroatias in apecltora, u. Ea 13 i HOPE PAD IED CLAS5 150 SDP 11 HOPE CAS /xD TO BE USED AI IRA1cAr lox -1x DA urERAI DADER PAVED wRFAIE 1ADSS IMIS. ML2 2' PVC 220 Cass 2' PVC 11261220 Class 200 gnkelad irrigation main line with Herco DIP ittirge y Iranclirg, Friona Purple 522G vAtharco DI LF. 1154 r 011116' SEE I'D. MEDIAN I veMExr Pu.s 1 ML3 3• PVC 11261220 Class 200 gaskeled inigation main lire with Karoo DIP fittings by trenching, Pardons Purple 5MC. LF. 10372 fE i PADro 11 z0- .CLA55 ZOO we IAE L1xE PANro.I WR12 Control Wire: AWG 12 ga.Wins(gwnd)solid eoppre, inaulalsd euitaole lodnel burial LF. 520 .WILE -C. 51EE5 I` -REFER TO 1A11. WR14 Control Win: AWG14ga .Win(gnvnd)aolktcoppssinsulated suitable bdrecl Wdal LF. 1240 IcH AO P.c PPoPoS£D ELECTAICAL coxes n 111 1 OAT 1DM PUMP I A—. LF2 Y Mgaticn main line Wool of points assembly to include all piping & filling. Ea. 3 DIRECTIOxu ®1E IxrruuTlox. REFER r0 .."I FoA slz£s. PCP Presque check pohd 6100 PSI Uguid filled pressure gauge rod air wow wiN adequate Sch 40 plc lees c.xovcr I Front Pow£A 1x1 ELxrR�ut cAelxEr sER✓10E PAxEL and outlet recucera at main & submain pressure check points. Ea. 4 B ToLPU IT',, Ii"- GV3 3' main line Iarlped epoxy coated isolation gate wow with non - ruing stem Nba or app Mad equal E. 7 rm DIHMHI 511 Ex O. - A. rwwvlu£xr vuxs 1 GV2 2- main Itria Urged epoxy coaled isdffian gala wlw with non-rising stem Nbm or approved equal Ea. 2 - a�- P1OPOSED rR1/colOx.'A OA SU 'I 11DIA"Dxv 111 AR Waterman AV- 150,1.6' Mgatian airwwun release, Re/arlodetail E. 4 BZ PirorosED 1 -I✓.^ Cuss III 'I euaeLEas ­1 LIx1. OR Waterman AAA, 2.5• Irrigation presaure rellefwhs. Referbdetail Ea. 4 eB ...® PAnrosEO rAA1O. MA 1N PRESSURE AIIA. ­1E. REFER TO *brill. QC L.R. Nelson 7644, V Quick coupler wlw Installed within Jumbo size wow box - Ea. 20 - QKEV Irrigation Quick ...piing all. ky. vA svewl ell, one pr bur when. Ea. 5 ® PHIPOSED I- G. .AIA All 1ACUUN RELEIF IALIE, AEFEA ro oerArL. pL1.25DC . Tao 226227 -M. 1.25' 220 Series Braes Electric DC Solenoid Valve with pressure regulate; 2' Red While 206 Series t Pao ED 1R IIAT 1Ox A1.v LINE PAESSUAE CNECI FOIST. iaolatim wow. All W.he serJce lees and Ines Nor multiple wow locations to be 3' da., Size each zone wive connection - a PoSED 2- K1, x0 P✓C COHDU11 FOR vuvz COArrot r1AES piping to zo Wwh. GPM requirement. Install units Wthin a Jumbo size wM bar par details & plane. Ea. 26 IN ((��,,'' COI PgDPo5E0 1ARICAT III AAA 1. FLUS- o. D£F. I1 r0 L 1x1. VAL1.5DC Teo 220- 227 -%3, 1.5. 220 Series Braes Electric DC Solenoid Valve with pressure regulator, 2.5• Red WNW 206 Sad. 4D PIDPOSED 1ME10ASHOx 2pNECCOOATRO,I✓AT FIELD 1GIUS1 isolation wow. All wow 3"CO teas and lines for multiple wow location* to be 3' da., Size each zone wive connection i LOCAr 10x THERE sA0*x + F< *1 REErou1. DO SILEAOIDS REDUIRES I SEPARATE piping to zondwlw GPM requirement. install units Within a jumbo aka Mahar box per detail* & plane. Ea. 3 COWMDA MI E✓EPT FOUR 111 vAlvl I. POP12 Hunter Series PROS-12-CV-R, 12' H h P op- p Spray head hotly with drain check wow ® Pro_ 1- DIA. S✓.• scx, 10 Pvc eel IALIE 1. 11 Refer to plan for patterns& nozzle rages. Ea. 524 M c 1xULAR ""I eo1 rnx I.-. BUB Intlrol 533 Flood Bubbler, Ad;ustable Bow rate, aqustable radius. i 0 v�rosED IRRIDAT lax .0 Ice cO.n rxo IAIII, e11D UST Large canopy tress to reeaiw 1 GPM, Small Palms and aeerrt Irani to raceive .5 & .25 GPM. Ea 542 wrcAE 1- I. 1.All ICT .1rH TREE✓PeL EslialoFNixEAIMEAi. PI PER IIAIIE OA 0-1 OF LP -PVC Lateral fine piping to be Class 160 PVC pipe - Rebr to plan or pip. sizing schematics for sizes. gNCLUDE IN vroros£ax oiEC.fic Minimum piping from sprinkler to sprinkler shall be 3/4•. Ali Pipe to be reuse water color coded. HEAD PRICE) 9 RPM Green color reflective pavement marker. To be Installed on top d cub D vroPOS1D AvxrER v1D sa11r Iz^ xlOx PoP -UP SPRAY HEAD DFFSET FADCRRACNrOFFF elcr OF ODaeruI rD vun EASED L.H 1A.1 one on each alda ofinedian at each Welw Orgroup ofwlw.. E. 56 EE RFPo. RII DPEPVC3. 3• HDPE -Class 150 SDR71 TO PVC piping mechcahical joins Ea. 25 mf x.zn£s1 1CS -115. -D. ES- - CS -I'D. • ss- DPEPVC2. 2• HDPEClase 150 SDR11 TO PVC piping meehearical joints Ea. 66 i s1O A- 111AELE FLOOD e.eELEas z PER TREE AT -1 a LOCATOR . Supply & Install Canty approved reuse Waller locator deJcaa 50'0.c. along main line. Ea. 231 Is Y FOOT I- ELECTRIC . Electric SeNce to include: Permit., Electrical Enclosure •A' per plans & detail E -1, Conduclas ands conduits 1-I. us/NCS er, I,-. sEE END IxEEA1NC u£Dlu rM vcMExr Puxs 1 from FPL hand hole to mdosurs and from and.sune to disc.necl and to pump station. Electrical serAce disconnect / wPoS£n CA51..D DESIOx"I 10EOr IF11AIIIH AI assembly to include outdoor 120V duplex /GFI receptacle mounted on disconnect post 5 feet tom pump station; �J =SED CAS 1.w EnEr._ L.D,H Y ach. 40 electrical conduit by directional bee from enclosure to median is by others, Sea Erg. Plana AN components for a 100% electrical seNce permitted Installation par County, Slate & National Electrical Coles LS 1 P2-ot P "'CO O11 c err R - AD+ err v A u 1 i-, PVCBV Install V Da. 3/4• ash. 40 PVC ball ale in 10' circular wlw box win grew. Ea. Z +.25'DC POPoSED lA EDWEt[ONTROL ✓A A 1 DC D ■ ♦0 GPM 1 r 1 *µDC ■i SPRAT PR _ADIE0 /AA/D ,,,A IONE SPRlx1LEA HEAD � E PADPDSE0 ■ -11. 12 / 1 IAR MATED PERC 11111710. RATE PM, - v1t✓EACDx1/nlxr THE .-I I ACrlxxr10x OA. 51115 3j O PAOPoSEDrEL EC r11CAL, CAIIAET EEEC[OxTxpt I— -Al- IHEFT xSTALLA lox 10 .1 E[ T11CAL -ICE ENC[OSUaE PoRT 10x E-1 NO -.1 £r COM1/gL.Ar LOCATED Ox GOLD£. DATE .AAAAI MEDIA. •1 WITHrCO�iEA COPoO !3� C �E Ac ERE iS!ronADEE.O/FICAT OA5 I,,PoLEA IGAI.II 11T. UroRADE AAD lxsruurlox m corm. N D YI CORONADO PKWY. & HUNTER BLVD. GOLDEN GATE BEAUTIFICATION, M.S. T. U. IRRIGATIONLEGEND LD-33 loc ^m 30 15 0 30 k SCALE I I ' n , J ES -515 4_.. ..... -3 4- ES -575 ._.. , 4 w':. .. ...... •, $EG1N PRO T 3/4" CS -530 CS 530 ., ..... .. _. ... i l R R 1 G A T 1 0 N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T 1 0 N L E G E N D I R R I GAT ION LEGEND w nc rrrosmrmrx,r,[ rwr,. ron �,e.,s. rcn rwr srv,ox. 0 °�yam rwrosrn mmru rrccasr rn ,. e w . srxrrors. r ' rr rwrr rrr,ru cammurn rnx rm. wxo rosr. mo[ ixnuur,vr. ova ro xorn von r,m. nm.nrc se«.er orw rmvn r rmrrou vmr roan roa xw mre >o r se n[errrru cw,ry sertrcr rwn ro row v,r,rx. vun%,nes st`"nOr cowxa vwve Ex ,o rrrosm cxsis rn,xxrro ,wrx rrrosm r ou. v mx[ ewr :nx4'onrvn�r Pu'oc rnoro r. r nnroxo xw,wrwr x.,x, , rm -,em n.ss rr r.c v rrr. rwrorc ranee srrc. rr arms ur as. ru„r ,wmvrrrt rurs, —t.� seo ,xn,wr,o v a O r�owa..x vuvr rr .no, mre a xv w aw r.,ro r Sao ,rteawreer,xs B2 i,mruii r,.v[.YVS cruz eoo M rrrrrs ....., rw ro va. rrsm urr m ty� ii ® rmros� �^t` x, x rnrssur racer vuvr. � ��' ��.� xrsa,s. a -sse, a su. cs -sr. • a a,s ,x i rmrosro vuvr canrr r,r co,:sov r,crnrt,ox o,. utrs n BB _ ,ce cru,rrs• ,w+r ® run rrwr r[r,r v,ar[. ... O ,muur,w m war irnur w ,r von r r r rror u¢ao ro vure mr.roxm u [ rrtrr ,na ,.., y� rwwsm ,areaiw u,r s,r rrswr ....,DD „_..... [tmrnrcu rM,cc rrsrosur ror,w r -, 3g3 rx¢t ro,rr. V � o� osrxn or r [. r nor rraus t ran riser Al rr[ vuvr w[ ox urx s,r w rr srtnux, ree vuvr on rrxr r rcvuma ' & �, COLLIERCOUNTYTRANSPORTMON RGATIONPLAN SHUT No coaoNaoorAny eNUxrERBCVD LD -31 GOLOENGATEBEAUMICATION. AfSX..U. loc I 30 15 0 30 SCALE .._.,.L ,__._._ ................_..._ .....__ IRRG IRRG j is I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R / G A T I O N L E G E N D I R R I G A T I O N L E G E N D 0 u �vuras "rernrr conws con nm + . rr ^R° wra rnru.rro .rrxnn.rrw s.<n+ n.+w x�x rz+sraii iZin:ncororc`�i<+e`msrow,o rosr. re nrer"rui wr+er suvnr ...ec ® eu, vK.< ry ro -or _ - urws. a rou xwo rcee ro r awes rswosro r• ar.. ar. mr...o rrc v: r"mosro "reeoco cu+rrou<" ro+c conroc v.cre m+r rs cur srerrw. rsw rwrovr+crr n.+sr crxuc,s r.xve eo<.rm e..v <c. .xsvc Iry osrrorrsT rrorxrrroi¢rrurax ,orn ur<rco +.vecrrw BZ cues - ctus eoo rvc wee�eu ur nvssnss. ® " rarswr<rexrru vuve. gip:-:' � . � -sn. ss an. [s -sra. cs sm.r,wseuro urov ,�/ ,� nggno vuvr can:ot vr.r mvu+. ucrrvvrov u. srru ro ro" r rr ro rox rr ® " .r+ v arrrrr vuve.y : + O n •«rrr� r. e u rxeror roc "rw a ra a <xewro roc ro+ r x rro" "nrom rs voce m<. � —�— rrorosro uansrrnx ..n a. +e r+esw+r cwcs ror+r. � ` � roor x�xc. r nuo xvrexeu < rrs rue o cur ®u u^� rsse �ear�rN <s � wwMV �rn�re rue v.ue u <w�w w KTrRTP— S SET COROAAW PKIPY. & RCATER BLrv. CORONADO PKYIRRIGATIONPLAN GOLDENGATEBEA(.TIFICATIOA', AfB..T. U LO -33 := 3 +00 + :yy :,. H 2+oa.00 T. :. x . ES -515 1.5^ F. —515 Bz 5 i — RCS 515 ss. _ — .2 . � a . + t:: CS -530 + —1/2" s:r `"' RCS -515 ES -515 CS -530 .._.,.L ,__._._ ................_..._ .....__ IRRG IRRG j is I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R / G A T I O N L E G E N D I R R I G A T I O N L E G E N D 0 u �vuras "rernrr conws con nm + . rr ^R° wra rnru.rro .rrxnn.rrw s.<n+ n.+w x�x rz+sraii iZin:ncororc`�i<+e`msrow,o rosr. re nrer"rui wr+er suvnr ...ec ® eu, vK.< ry ro -or _ - urws. a rou xwo rcee ro r awes rswosro r• ar.. ar. mr...o rrc v: r"mosro "reeoco cu+rrou<" ro+c conroc v.cre m+r rs cur srerrw. rsw rwrovr+crr n.+sr crxuc,s r.xve eo<.rm e..v <c. .xsvc Iry osrrorrsT rrorxrrroi¢rrurax ,orn ur<rco +.vecrrw BZ cues - ctus eoo rvc wee�eu ur nvssnss. ® " rarswr<rexrru vuve. gip:-:' � . � -sn. ss an. [s -sra. cs sm.r,wseuro urov ,�/ ,� nggno vuvr can:ot vr.r mvu+. ucrrvvrov u. srru ro ro" r rr ro rox rr ® " .r+ v arrrrr vuve.y : + O n •«rrr� r. e u rxeror roc "rw a ra a <xewro roc ro+ r x rro" "nrom rs voce m<. � —�— rrorosro uansrrnx ..n a. +e r+esw+r cwcs ror+r. � ` � roor x�xc. r nuo xvrexeu < rrs rue o cur ®u u^� rsse �ear�rN <s � wwMV �rn�re rue v.ue u <w�w w KTrRTP— S SET COROAAW PKIPY. & RCATER BLrv. CORONADO PKYIRRIGATIONPLAN GOLDENGATEBEA(.TIFICATIOA', AfB..T. U LO -33 AL . ..> ?. loc 101 30 IS 0 30 2 IRRIGATION MAIN 91„ CS 530 SCALE .y. .. 3 4" 3/4„ 8 ® PiIQ a Pi —07 6 +00.00 ;, ,, T 00 00 8 +00.( m%ca�s ir.`um°YFe.~rr ro.mn rw� w nw+sr rro ix.rrrrc.rrw � ro.osm c.srw esrr.om rr.arx . r x rows, a usr�rewr�iuACwnmuu rrrx m<r. awo rosy, ,:e necreuveumu.rxrros[.vrcc .wr°�": .va xxo m,c m r 'Ox" ro roc srer�w• .• ax. a nc a crrooa •' m _.. _ r -. s• xa rr . , ro,.,[ xs. a.s: rm »a .xnr,av �xrrovnrnr u.axr _�� r ws , rs rr a I u r rrrx auvrs. xs, .:sve b � ro m . a �.camm r ro sm .aa ro ,or �aar,a� ,arm [kwra. [w ex a K mm oo � surd: - r -rn - 115" ES -515 �1 BZ SS- 811825^ 15 u r:esravrw .... �P3.'.� . m r e xa a roc ;o "'"'�, ua - srs. x-sm. _ r•-j 1 5 CS -530 wra cxo ureeus woo rv<P a»• r sx aa..m�µ r..ror[,•ar rr.:rer xo sae r. roe vuvc corm r, c "`s ra m•.[. r,mo:a r,„ra...r ® run vuwr ic,[rr vuvc. ....... AL . ..> ?. loc 101 r r v ry L t v At N 0 I H H I G A T 1 0 N L E G E N D I R R I G A T I O N L E G E N D 2 IRRIGATION MAIN 91„ CS 530 ns :.cr.,• rxe. r.no.+e .y. .. 3 4" 3/4„ 8 ® PiIQ a Pi —07 P1 -02 v rm.osco necrl m:xcrrwu mk ' 0 r r v ry L t v At N 0 I H H I G A T 1 0 N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D M- `u: ns :.cr.,• rxe. r.no.+e rq r sr°M.o r.mrosru currm"iso °o °r rxn ria"srrm��rr[ rsmwm .m rm.osco necrl m:xcrrwu mk ' 0 m%ca�s ir.`um°YFe.~rr ro.mn rw� w nw+sr rro ix.rrrrc.rrw � ro.osm c.srw esrr.om rr.arx . r x rows, a usr�rewr�iuACwnmuu rrrx m<r. awo rosy, ,:e necreuveumu.rxrros[.vrcc .wr°�": .va xxo m,c m r 'Ox" ro roc srer�w• .• ax. a nc a crrooa •' m [rorosro n «oao corrmua -mar warm, voce mma m m.[ _ r -. s• xa rr . , ro,.,[ xs. a.s: rm »a .xnr,av �xrrovnrnr u.axr _�� r ws , rs rr a O u r rrrx auvrs. xs, .:sve b � ro m . a �.camm r ro sm .aa ro ,or �aar,a� ,arm [kwra. [w ex a K mm oo � surd: - r -rn - rmna rM;a r u r:esravrw Hera �P3.'.� . m r e xa a roc ;o "'"'�, ua - srs. x-sm. I' orosm r rr w ma rr maxw . r rw aa. sr ns wra cxo ureeus woo rv<P a»• r sx aa..m�µ r..ror[,•ar rr.:rer xo sae r. roe vuvc corm r, c "`s ra m•.[. r,mo:a r,„ra...r ® run vuwr ic,[rr vuvc. ....... _ ay.. _....: ...._. ,os [says. cs em, • ssa�e rmroxo accrnrcu < Rirnxs¢ •cavrroc.ra ovanr sK a O rasr.uurw m wu nmeau xnrcr anomne rarmr r -r rms naoaa m vrue mr. --i— rmroxo rawarrw aa�a a rae rarsmx czar rorar. V or xmr ..u. a umo m.ura r ra raa u cote ® vaaves oat w eeex sr: w roc acor,v. ^"" vuv[ oe amrr a I-cv fC.0 Qr 1ZO4000CKCC ....vr.....vuou a >n.nc[vr. STET COROX4DO FKIVT. Q HUNTER BLID. CORONADO PKYIRRIGATIONPLAN GOLDEN GATE BEA unFicAT /ON, AIST.U. LD_36 10 '" �....- -- -- -- -- - , _. Im c% 32 1 2 130 130' a x r t m En a w I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R RI G A T I O N L E G E N D I R R I G A T I O N L E G E N D - Isrovv[n rose Iv[. r/vrly[ r0L 0 I�wlwlw ..0 nusnrxat Fr.rs(0 i! tIK. un I0 "'� i�"iKS I r.es � nlne ser [Klvwue �mIK I rursl � � I „s,,,' Ksnr runlvu ronrotw.nn m/c../ /,o Ion. K fLLCrnlcu cu.vn smrlcf [Kn ® �CO,,a� �ro�:oisT �^e tw. Ku ruv[ I/ Io ,.zsu r osysm csl.s rnlvsrm tuerxlrlcolos g� a E vIK. n..ia /[ Iv [ lme. [rnro/x[cilw -�~ I Lvfs @.. 66 olov °3` ...- �°Grroro BZ <t.v eao M wr[K sruf IY clllro s [om"...nquerro'0 r°foro° ' v u rnlwrmuiuesei[i..M . Kr[ �� n.VPotm [toss ISSI ® / /KSSVK KtfK[ r/Lr[. Kf troSf'KS. 'nKN'![f - �.P..1:.' � Po IMIe /iro. '� �' .csdll, SS lb. ro -sls. c!-!A. • ss -sls l� vYMVrW rortptuslK eam/ / vcfrvvllas e[. sllES 9 nIC /[S[CtPottm m /ILS sKn LM. K M sw n Pon v/<v[ ronroL slKS ® v All vvLWlu Kl[Ir v/tv[. `- .. •..� - Vcul O I/lTUL4155 m s IK[ Ic/t smvlc< uctssvK roKlw f / flw Clttn(e N vuve eJl. �� IMPotm IMISKM/ v/Ir <IK vKmK cK[[ rolA. �: + looT e/[t. rLem slllt[nf r Im rK[ !r [aC ® v/Lr[s a4 a [Y.n sIK N TK KOIM. rm v4v[ M smut N y cEVrzmlu T/k G Pi COLLIERCOUN nMNSPORTA770N SHEET €p corcons4voFxrrsaxcv7ERBUV. CORONAUOPKYIRRIGATIONPLAN Ho. GOLDEN GATE BEA I7IFICATIOn; ALST.U. LO-37 loc *1 30 15 0 30 SCALE I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D rscoumr roa. ra. ramrr � aorr rrairu maauu .rrx mr:. svm rose. a umxau rarra seaia ra[r :•• r A rri.rt. ri'[aoa ra.IC sex. cuss mr rvr �_ r .r [vIs nonsm rvc nv[ a xwmu soia ra[xwrarrro BZ Hers mo we vselea re[ wssrra. ® +rrexwa airue vu [, w uu rrccxo ro ruve mr. mrr roe vuv[ carroe eras y� rarosm rresicrrrwrrur [rr�rwessva criers rora. I R R I G A T I O N L E G E N D I R R I r. A T I n R I F n c u n 0 r suuae m++ws ear [vra � i�ei cart rniwm [erax rrcarav eaa r[asr ® r su[ ruve rr ro s �zrr"c[ao vuvc[mr r rrorosm rarearor zaa maroe vuve size..[ w ere srtxvecac r .... iarurm. ra m v[a uao ura. x rrorosm verve mam[ era m.ov • .crrvara [.. srxcs m N [v r[Y -ara. ss am, es -seer, c5 L0. [ ss errs r O rrsiu4rror ro arlr re[mrc [arrrr[u s[artt arromxf roarer [ -i Y or rror we[. [ nroo ereaea c ru rae rr em[ FRI vuv[a oa or cux sr[[ or me aora, ar vale[ a [iwr or CORONADO MIT. Q HUNTER BL ID. I CORONADO PKY IRRIGATIONPLAN G A GOLDEN GA BEA L7fFKATIOR, A LS. T.U. SHEET HB. LB -38 10 11 30 15 0 30 SCALE " 18 +00.00 _ ..... _. 19+00 00._....... 20 +OO.OD 21+00.00 b ............. ,y.u,. -- _ .......... ..... 3 .— —:. _. _ y a- - - -._ x C" "IRRI ATIO .. SS 53055 -918 ,,, 3" RI 10 MAIN ',, g„ 55 -918 SS 530 RIGA ION AIN 6 Y � 5 -530 SS -530 SS -918 �.;�';,,,y 'v; >^ SS °d SS —530 N_ -918 SS -530 • � t rn _._ ........ ._....... ..._. ...I _ .......... :_ _.__ ...... ......... .. I e 5 4 b I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D .ewrz rervrcu rouourw .r roreY wuo rwr. r • s rr n . vurr rvrnr ers, cuss mo rvc xe rrecrmcu cve,ro w.v,a r.rn ® _•� r �•• L.cs Oa rrorasn rrrooro ronocw s a mwosm m rsr �,rorosm - mxr cwroc vu � x �� °,urea 4 f � °�- .1- 4'L,+wu inr cwncr,xr ez n.ss mo rvc .vexru _. -_ rsrr ..o m va c.rrr urav narc.r w m+vrr rsr roe,.�..roor �norosm ® v nrcswie ncuse vuve. ��:' _ w ,.arum. � � , R.sa,s. ss -nw. o -s,e. rs s.m.. ss s�. ,xnu norasm w�vr rouroc .rxr cwvw . u.,vr,or r.. s,as .cc n e mrrloe vo ,. r . v v c.oss,.rs .as ® • .,. vuow aa,r vu r. ,....... m:: Jr O ,rsrucu,w m our ,.cw°r nm..�cu s�v,a rromsrrr Ar.�o. r , "{� rror rrcc°co ro vuve sr. t naro•,• urrru,w ..vr c,ve nezme cress n,rr. mtt oo .wusr.x �`. r nmo evwuu r rm rur u rae � rvr w vuve ur., sr: a nz .rorw. 'r" vuvr w csw w ` M i COLLIER COUNTYTRANSPORTAYY11 CORONAUO PKYlRRIGATIONPLAN &MET N0. 70ROA:4D0 PKi14:exrxrERBt7v. LO -39 GOLDB.NGATE BEALTIFICA770A; A7ST.U. loc 530 SS 530 SS 978—. a sa w.w ovl t rn RCS -515 CS -530 -515 .........._.._.. _ .............................3 ` ................_ T C� n x C=1 a N t v to rn I R R ! G A T I O N L E G E N D I R R f G A T I O N L E G E N D - 30 IS 0 30 ra. rrrox r sect mr`oicscuor°+ar°iors a.,a,n. w� .. t rm rpvrtriurrw rxr rt..sr SCALE m usa"AS'res irim�r�otcra�.rtr'isrm ri:`w ea sm c.srw ent..rm <ruerx °?� s�,,�' rya r[nrru corrouu .nn ro.e. awo tas.. x r< ic c.etrr. sr.«xe ....[t ® c. v.<v[ r. a to r 22f00.00 i 23 +00.00 24 +OQ.00 25 +00.00 n rsoro rrrucwrtvr"e ez <sm sv.� e<wss reo rvs rvenras -.._- m�ups rev yu`un rxt n vvs rnsro uror iwer rroxe nn _t _ -- _. ..- ... ... r-, nwr wttuo n von mr. + rrowsm rwnvrrm nt. erv[ v.[ssv[e crncr rorn. . _..... ... a - -_ --•RCs -516: 3" IRRIII All SS 530 3" IRRIGATION MAIN 530 SS 530 SS 978—. a sa w.w ovl t rn RCS -515 CS -530 -515 .........._.._.. _ .............................3 ` ................_ T C� n x C=1 a N t v to rn I R R ! G A T I O N L E G E N D I R R f G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D ra. rrrox r sect mr`oicscuor°+ar°iors a.,a,n. w� .. t rm rpvrtriurrw rxr rt..sr avw[.:"usi ' �mru m usa"AS'res irim�r�otcra�.rtr'isrm ri:`w ea sm c.srw ent..rm <ruerx °?� s�,,�' rya r[nrru corrouu .nn ro.e. awo tas.. x r< ic c.etrr. sr.«xe ....[t ® c. v.<v[ r. a to r ox -m .na a K rir."c�sr°erac . cuss mo rrc r o: r. r [:c'wi%'[wrox wr<c .;,C80 . n rsoro rrrucwrtvr"e ez <sm sv.� e<wss reo rvs rvenras -.._- m�ups rev yu`un rxt n vvs rnsro uror iwer rroxe nn _t mrst ® r rn[swx ,reuse vure� w m n14cv v .<c[ c�oxs<wt. ® w s<r ruwvr nnev vuve. mir nn uvr twras errs Q::�d s rtu t""� ao_'. _... t . sa. rzan. es -sm. s ss -s<r t vwwsm rove mnsot rt.z eonov s.ern.rrw os. serer xO �rsrututw ro purr uctux uxrwut suv�et r�tawr rwrrw r -t nwr wttuo n von mr. + rrowsm rwnvrrm nt. erv[ v.[ssv[e crncr rorn. wvr sua. a ruse sysuert t vev tae u [ae ® votes w[ w ucx sia e[ ne vrotw. ru vuve on trove m - - /IGC�fCC G/T't040002tC4 , •<•.•.••:•••. s.—.s gaET COROn41DO PKIVT @ 66iVTBR BLI ZL CORONADO PKY IRRIGATION PLAN GOLDEN GATEBEALTIFICAT 1011; AI.S.T.U. LD_.. 28 +00.00 29+00.00 loc h 30 15 0 30 _P4 -1.1 .. _1C SCALE 1.25 "DC 1.25 "DC A? GEU. : — .._.....:.vim -.ia. .: N _ .. __. ._ —_____ ._.._._..._... ..........__.... .._............ -SPRAY PR-.89" .5 -1 GP PR -1.1" PR -1.1" - 12 / 14 _...... 12 / 14 munrw vuvf� /r� uYVS/ mwa n v r. r r T rNroND rwrc.Vrw ri.wos �6 +oo. I n 28 +00.00 29+00.00 loc h - --- -_...... .. .._.. ... _ ... ............................... ....... __... ....... .... _.. __. ._..........._..._._........... .. .... .. _.. .. .... .._. ... .. ... ................... !3. _ ..........._ti.i ...................._.... ....._.... i ....._...__.... _..... ....... ___ .._. _.... _ > f}RA lL P4 =08" .. P4. -05 . _P4. -IU _P4 -1.1 .. _1C 1.25 "DC 1.25 "DC 1.25 "DC A? GEU. : — .._.....:.vim -.ia. ......... . f,BM _ .. __. ._ —_____ ._.._._..._... ..........__.... .._............ -SPRAY PR-.89" .5 -1 GP PR -1.1" PR -1.1" - 12 / 14 _...... 12 / 14 munrw vuvf� /r� uYVS/ mwa n v r. r r T rNroND rwrc.Vrw ri.wos - - -� gZ ------- r �wr - �, I .c[ crourws ® � roro ��c` w r r.msvre iefuu vuve. a'Q°rrro rwiei BLS $ 03 2 2 P4 -08 P4 -09 o-® u /r O rronzm vuve rarsw nne mmv . u +rv.nav n. s refs o i�:c p 4 BZ ,.._ v v P4 -10 c SrAiWN V ee 6 �— 4 pq- -1-� _.._. . _ .3. "......SS -53 m tT] 3 "_IRRIGATION .. IN 1 25" ® vra°issfo°.f armrrcnrsra wL1 °rri .eor:.:r rr. wrvf o. rronr r - R G 1.25 ". t•x 3" IRRIGATION MAIN7" _ �, t ° . ' �' IRRIGATION MAIN TI .. _ .. _ . Y ..,.._..__ y Q .... ...�' ._. � —F25" sa � c r: .. .. ,• � --� - . t�.� + 3 " _ 7 3/4" + �l N 1.25" SS -530 1. SS -530 00 rn ES -515 rn - --- -_...... .. .._.. ... _ ... ............................... ....... __... ....... .... _.. __. ._..........._..._._........... .. .... .. _.. .. .... .._. ... .. ... ................... !3. _ ..........._ti.i ...................._.... ....._.... i ....._...__.... _..... ....... ___ .._. _.... _ > f}RA lL P4 =08" .. P4. -05 . _P4. -IU _P4 -1.1 .. 1.25 "DC 1.25 "DC 1.25 "DC 1.25 "DC A? GEU. ..2; ; GPM ...24, ;GI5 f,BM PRAY""" 'BUBBLER' "'SPf2AY -SPRAY PR-.89" .5 -1 GP PR -1.1" PR -1.1" 12 / 14 12 / 14 12 / 14 12 / 14 L I R R ?GAT I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D m n:.:au arw. •�r0w � fwn nvsr rn�wes�m r� rsmwm rose � ^% .w Ivrw � m�N6as:�urariw �vur m�nrrsprv: srr 0 ccrrw m:r wevsr c�`rr�ir�v rsrr.•w`ic`ror".�u:i rm roorrrrrc.rru � c`.s`i s acwrmruwrx� a navm r� i e .mrr ruvuu ron m.rr. aavo rose. rc sewrcn°r°. r�mni u urr"T"ie:'sw�icr r�.+mm. ® v"roR"KO ar.�n su" � n-oi i.xsve �urw mre carrn re cYn:oa vu ae TA a• - class im rw rrre. r.vrwe roAne xm. r w../v4YA'I IWrr _�� uvn O munrw vuvf� /r� uYVS/ mwa n v r. r r T rNroND rwrc.Vrw ri.wos "-"+ ' r i.rfxwvmrw gZ �wr - �, ArE f�wlrrlR r m rwrwro. xavf mrwrm rccvnuwe ruf .c[ crourws ® � roro ��c` w r r.msvre iefuu vuve. a'Q°rrro rwiei ��`:.� n�'rrmr rt..sarr. s ssa� rse�r. cs Ao.. sssrr r ��m_ _ _� f u /r O rronzm vuve rarsw nne mmv . u +rv.nav n. s refs o i�:c xs v v fw. rrccom re vuve wr. rc 1p" u e cavr.va vr.es ® w . A. vuwx —11 vuvf. �� noroae rwrcurw ,.._ rw�niiir`oi�ro n <amae nm`�u rrMref rxrowwf rwarar r -i wn x ref rerssue c_ roar. or .wr wu. a raaos weafrs r m ere cr fmf ® vra°issfo°.f armrrcnrsra wL1 °rri .eor:.:r rr. wrvf o. rronr r / /�.� «�, ...i.....ua a. a•:ra.c a , I S5ET COROMADOPKWY. QRCNTERBLFD. CORONADO PKY IRRIGATION PLAN —� GOLDEU GATE BE7LTIFICATIOA, ALS.T.U. LD -H 1.0 c 101 30 15 0 30 SCALE I R R I G A T I O N L E G E N D 30 +0 0.00 ....................._': _....._ 31+00.00 j......._._.............._... _._..... .--- - - ` - - -- 32 +00.00 33 +00.00 nc. ruror( 0 r rrss�s sa [wr rubvrxrn n.usr � - rscw¢r rosr. a snore m eO1vaw _ � � curb mruum uurx,rwrw ftG,ab asm( rcru rouamrrrrx rcwws eairc�o [�v a nerrsrcu corm suvrc[ r.un � �vF wro . (ra. low F s c v¢ x vim' - .�- °Lrrcvo nsnsw[¢rrr— roc r�� .. -... .. �_. eirn r`as"` rs� ro rm .am uror ur ([cur nom. m -,.[• .,vrvsm rraro �rw mr�uiur(airu ow R.r i(/ , rbrosro vMVF[rwrbF .ra brw u rrrn[rwr w. s � r' q ^SS 3" IR TION MAIN GA11IN �W. xo sveol r�arosm rii' zx. w M cwbrr ms vuK mrtoc .rsa rbs (r¢000 m vuK br. ss- 5303�q• _ .. ......... � }' 2 BZ 3" IRRIGATION MAN .. IRRIGATION MAIN _ sNEE? ......... _ ... .......... _S.S,v5.30 ES -57 5 _ ES -514 CS -5,3•� CS -530 SS -530 1 " + N N W_... ... - ....... _ L� -12 .3- ......_........ . _ __ ,..1 _..._ ..: , ...... . ......._ ..:,- _ . ..._____........ _ l !;✓.i �i' r'4�ri'' •• -�i. __ i IRNG EIEE ,• � ..•, •.. I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G -A T ION LEGEND o nc. ruror( 0 r rrss�s sa [wr rubvrxrn n.usr � - rscw¢r rosr. M r�> � m�ni¢usvMV snore m eO1vaw _ � � curb mruum uurx,rwrw ftG,ab asm( rcru rouamrrrrx rcwws eairc�o [�v a nerrsrcu corm suvrc[ r.un � �vF wro . (ra. low F s c v¢ O- vsr .rQr vim' - .�- °Lrrcvo nsnsw[¢rrr— roc r�� rua raa rvc besvn -... .. �_. eirn r`as"` rs� ro rm .am uror ur ([cur nom. m -,.[• .,vrvsm rraro �rw mr�uiur(airu ow R.r i(/ , rbrosro vMVF[rwrbF .ra brw u rrrn[rwr w. s � ur rb sw rr urr taro ro [[ uses vbrosm run. ur ur nossrbs ® r necswa aiurr rnr. u rurosrrw run uo wceus umu nwm swr aru m rcr[n. r[r nrva n[ ar. Knrwv r ✓ioK[en n ✓sr rbrosm rare. x[rr rrr ve[uw ar(r[ vu K. ..... � �0:.� � its -srs. ss sm. a -srs. a-zn. F ss�rr •rr` - �...... O uwvsm n¢rxrc,u csenn sa •mrtbua zr.n :• sarr E -� rxnuurrw m wn n«ua [unrrru surrc( eix'bma roarw F -r xo sveol r�arosm rii' zx. w M cwbrr ms vuK mrtoc .rsa rbs (r¢000 m vuK br. aru m xr.n. •..... f vbrosm rurawrw run r ra racwr exec[ rorrt. _ .. ......... � }' 2 i � _ _ noon ¢rxnv [ ru ra[ N m¢[ � vitro w( ar 4CxFFr�oe �'ra r�rsru.er xrq v.,lvF on osw w COLLIERCOUNTYYRANSPORTmav sNEE? coR01VADOrKw1•.&NT:7vrEReuv CORONADO PKY IRRIGATION PLAN rm GOLDEN GATE BE MFWATION, AL.ST. U. L� -12 lOC I R R I G A T 1 0 8 L E G E N D I R R I G A T I O N L E G E N D IJCaxfar Kn. rve rwuxE'`u f/xE. xxsrwe I xnorf rmvu.c cw.rxruw .nx sar. aw.o rosr. aixario.u6sxe K �* xu�r.urcxn suv « rvxec ,Y T r/M Yx/x. 11Ea -Irta t4fJ bxl Nr , xW JfE C �f. vfa n ♦IK. I � [vfs �- .- '°'"sirorrsm ra�rrrE x¢xss/r�ioln /nr,erxxferlxv 6Z eusr me vo eumcrxs oml -I xce cxrss,ms. ® n�ir. ° x mfsJVK <uce vurr. xr rrox rxrora ro ruK w. 0°ry ral v,uvE mxr,roc nxv _� rwesm eamnlw x.0 cue vevwK rr�t nrn. I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D l7 x r H a w J rn E01 30 !s 0 30 0 [r. �,�e. sPxxJrr cx,.ars rox aw � / ays�e'o cxs,sa fsrlxnm sE..rx�.v,w ® a[t vHVE Ix IC SCALE Canxrr v.4vE J /rt." K K O •• •• r£l n vv tX /TEiY[ ?AW'W aJT �v � SKY Ir cuxf K m vxR xAfm xlw m�' �' +' � c. ur -sus a n. rsa /s, csas. s v slf __... -m__ _' n fT /nvlaJEO �J s ruvr rcw.roc vuE mus . rcrrvnriav a., Im O /xsruur,rria � / Wi+ c /wossnarovruu�m.roi/aa�rrov,ax , � xm �/. s nrra evrru f rm rxr n mae I' 3 COLLIER COUNTYTRANSPORTA7YON SHEET — coaonaDOPxDt &at.xraReu v' CORONA DOPKYIRRIGATIONPLAN No. GOLDEN GATE BEALTIFICATION, ALS.T.U. LD -s3 ' 34+00.00 .......... .......... ....__.. ...._....--- ___.____........._ ....._.. ...,..__ ............._...... _._..._......_................. i d 4.. ...... .- _ ------ ..._..... _ _ ................... ............__ ..._............. ......... _.... ._...... .__.__ � - - a ............. — ........._...._..... „- .. � r 3'�'fRRf�ATI0F1•'�1AIN _ .._.. _ ...... SS -530 _.. _ --.. -.___- _.. _... ...... . .._ !s -MA 3 ___ '. IRRI GATION MAIN3 4" ' to 2" IRRIGATION MAIN H • a •_!--'.- +..• -__ -'- - CS -530 ES -515 r„ wK !-r soa pIZ - w w + 5 -12 P5 -12 S -5 1" ® PS -13 P5 -13 n ,nxf 1' na_........ YsWgM ... __. ._.. .. 3/4" CS -530 J __ nccao oc 1.2 1.2ar -'8 -___— ES -515 z 4�36 GPM 10 GPM -SPRAY u 12._/ 14 I2 /.. .. .. ... .. ......_...... _ __ _ _-.aa....... s,T T..T I R R I G A T 1 0 8 L E G E N D I R R I G A T I O N L E G E N D IJCaxfar Kn. rve rwuxE'`u f/xE. xxsrwe I xnorf rmvu.c cw.rxruw .nx sar. aw.o rosr. aixario.u6sxe K �* xu�r.urcxn suv « rvxec ,Y T r/M Yx/x. 11Ea -Irta t4fJ bxl Nr , xW JfE C �f. vfa n ♦IK. I � [vfs �- .- '°'"sirorrsm ra�rrrE x¢xss/r�ioln /nr,erxxferlxv 6Z eusr me vo eumcrxs oml -I xce cxrss,ms. ® n�ir. ° x mfsJVK <uce vurr. xr rrox rxrora ro ruK w. 0°ry ral v,uvE mxr,roc nxv _� rwesm eamnlw x.0 cue vevwK rr�t nrn. I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D l7 x r H a w J rn E01 sxiaw s/rt ro xrtx,n ExE+r ru.sl 0 [r. �,�e. sPxxJrr cx,.ars rox aw � / ays�e'o cxs,sa fsrlxnm sE..rx�.v,w ® a[t vHVE Ix IC 97K Canxrr v.4vE J /rt." K K O •• •• r£l n vv tX /TEiY[ ?AW'W aJT �v � SKY Ir cuxf K m vxR xAfm xlw m�' �' +' � c. ur -sus a n. rsa /s, csas. s v slf __... -m__ _' n fT /nvlaJEO �J s ruvr rcw.roc vuE mus . rcrrvnriav a., Im O /xsruur,rria � / Wi+ c /wossnarovruu�m.roi/aa�rrov,ax , � xm �/. s nrra evrru f rm rxr n mae ® vuvrs ur w rex s/ae a me xmw. Kx vuve a crovr r COLLIER COUNTYTRANSPORTA7YON SHEET — coaonaDOPxDt &at.xraReu v' CORONA DOPKYIRRIGATIONPLAN No. GOLDEN GATE BEALTIFICATION, ALS.T.U. LD -s3 30 15 0 30 SCALE loc 101 NO WORK THIS SHEET REFERENCE ONLY ...... _ 38 +00.00 ........ ................._......_ l.. -___ -- -' -._. _...... _........_....__...... 39 +00.00 40 +00.00 _. _...- — .........__........ -- .... _........ _............. __— ... .._........._ 4 /f00,Qp . ..... — .._._. - ....... ..... -- . 3T ri•` 97 4 w 5777M30 CS -530 3/4" 3 ES -515 — 30 1 H-. ..__.._.:_.......__........._.. 0. r rAAw 1 "ez � ... .. — n. 6 2" IRRIGATION MAIN 2" IRRIGATION 2" IRRIGATION MAIN 3V4 ...... _ .. -- w 5777M30 CS -530 3/4" 3 ES -515 — 30 1 0. ST 2T ... .. — n. p 6 2 82 120' 120' ➢ x I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D warm mrotm rr� L ur. .x+.av< CO rm rao-rrvrcrrav"1tl`r'nx ' rurs,' prnerrroxu ear �irzs wCOa`..ari"roxorisrra ` pn evca \T ro� ter"° <S �r"r" a rewr< rcas'rvuuosroui.M.6s `vsc. awio rosr. rrr<. unar rvn« ec'`ss x'0 °Y9 _�� narnrcu c.erver sesvrcr r.rca ® • scx n rvc eui vur<crp ro• :O1 ' .rsroc vun rr<r. s ar a vrs °Xx00r:rcririn irsaiiru`i span w rnprpsrp as maw pesanp <� r drmcpxxerrrro BZ - nns epp rvs eveurns __ __ _ _ 1. All mx[ .Vrw nnrr u< crossrvss ® +a ® x rnesprx neuur vuv<. m R -� ,ter srs. ss -rso. rs -srr. cssw.vr sse �x x.rn vevw pn<rr vuvr, __ _pp -___, armrry ^"'°rc° vuv< canes .r.r . .rrov r.. rm O rrs.KU.rw ro pnr r.nxer <cmrnreu sexvrer <eemw.r rox.rw < r r v rrox rrmm ro vuvr oi. rep" .ev< c°`n°` Arne: y— rrorosep raeu.rrw xru r rr< rr<xwrc cac< turn. � r _ _ ama ewrws < r.n rare .r <a< a � vurer or< w r.ex sra or ner .<or.r. ^r" vuv< en aces w X i aevisna CfCG & J'¢Q4000QtCd COLUER COUNTY TRANSPORTA77ON CORONADOPKYIRRIGATIONPLAN HIIE" coxon:iDO Pxw1. &Rr.NTERBtrD. GOLDEN GATE BEALTIFICATIOA; ALST.U. 30 15 0 30 SCALE ... . ....... ............. .... . ... .... .... ............ . .... . . .. . .... 42 00.*-0-0-- -43-+ + ------------- a 4 CW CS-530 ES- 515 -_ . - I Cs- ... .......... 10 C '' P6-14 I R R IGAT ION LEGEND 1.25-DC Tj IRRI TION v. 15 GPM o Dc & BUBBLER 9 D" C= 2 SrA�oh .5-1 GP ct 12 / 14 12 -8Z O 1.5•1_P - 10 C '' I R R IGAT ION LEGEND SS-53 3 4 I R R IGAT ION LEGEND I R R IGAT ION LEGEND IRRI TION v. o Dc & ls-5 4' D" C= 2 SrA�oh 02 3 2 2 -8Z I R R IGAT ION LEGEND IRRIGAT ION LEGEND I R R IGAT ION LEGEND I R R IGAT ION LEGEND 1.1rli—Ilt —It -8Z O L,Uuffll JfN1YJYE SHEET NEL CORONADO PKWY. &- HUNTER BLVD. CORONA DOPKYIRRIGATIONPL4N GOU)EAGATEBEV)FIFIC,4770N.Af.S.T.11. LD a t�l[ W W n;FF _... , -- 4» ES-5A 5 --- -- END PROJECT •- """~,.. 5 sg_53-0--- ......_ . _ y......_ ..._ - — ........... _ ... _ .. _ STA. 4B +54.51 fA y l O 49 +pp »po i„ a I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D O ILA - I[e. MXINF 0 [ wL[al r ! rt�u l[Ifulu �'rc I<x✓sl I�' llJ� =-II rx� IyTla to m.V[ AaM [[/ l wi s��f na fblF m tucrX [�iAlbNm Km>[ I<YIMt tnrtmtt[A XI[p rom. soli Np. K [LmRrcAt fb/x[T SGVrc[ Cott ® SR.uw[ rorws mX nCM /WR lYUYO. utt vuYC I/ IY -0I rortmt Y I.LSM m[[ cv/T.ot MLV�s /tC�,K'C � YX .N [! XIK. CAFW< N[h[ sttG. Gtwss mX CvG_ X ^�- .L[mNS IXJGroXx IF COIF rt vG B( fuss <Gp NC mtlLGf __ _al GYyIF n vws MS[o uNx m/<L[O/xXAIm /R'INr T/iaYGM[[ w m, b /MlMila M// uX LATGAt! X3G ro KIAIt. uX �M� Swb[ C.ossIFS. ® / A�VANw KGI[ rnt [. !! on[q S¢la. KOIU ll'KV /KNSm IMK. MI ✓ _ - -- ___�__ - � IIl - - -r m 6l TSTK. 55 slG. 6 sls. fs-fn. [still -_ MolVS[O FL[OXIfAt GbIM 5[C •CX/INt1G [[T � O �ALL�X1 /GX IOGa/L,i�iFIYK ttCOXKA[ ISGrIC[A /aClO55YK » m SYUm1 m rvc roxm/r N.Y vuY< LWTKI XIX[x [m/ rlroa[ ro vuv[ m[. IrGG ro anut. —� rrorosm IMlarla aK LKC nesaK cKC[ Nrn. :............ . .. Io�vla r I d� R + �yo ,ryy[,�[ ftm0 mmcw [ rG rK[ AT [m[ � Vur[s Gw[ aX [FX SIK a' 1K xmlu. � Yuv< oX GX°ur °[ aEVLS®a & �4O Ld COIL TER COUNTY TT1INSPORTA17001 SHEEr I,p.GLur. coaon:4DOFxs7.aRUNTERBUD. CORONAUOPKYIRRIGATIONPLAN NO. GOIDEArGATE BEAL�TIFICATIOA; ATST.U. LL -16 v� I N O �N H � CnN �W O= OtFj1 GG. U Wa U9, 30 15 0 30 SCALE t 10 C '' I, 83 72 62 52 118' 118' 118' 118' . ....... ._....... - -- ._.... -- ......._ = ..... ...' SIGP 3 2 i smv OaC i���N I! I;1 50' 50r (` u Ii 3" IRRICA ON N ^ I nxR R 1 G A T l 0 N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D 1 R R I G A T 1 0 N L E G E N D llt�J :�u'ro anvrrrwrxu mnorux .mv °- �"- .- �fxwnsm wr ro rv[ wsrrcKUQS rq rvratovxenrrc gZ nm mo rrc srwve "o rwv rnsao m vuvc m. °rrr cox vuvc ron,ot rx[srw � r�mrasm rxxrcnrorviurr�irl � wmmmxrvcxmc nrn. N ch M F x H z oe 0 anxrr roww va. ev[a r � �ao rxsrw rsrrwrm uwrn rrcuror r""r rcxra' �0 I M11111 v I'll .. _.. mer rr vnyrrrcn "r.'v ry vu.'r""'rr""1Om un.�' � '� �� rsorosm cure nxrsw xrrt eowow • .v:rrvurax ex. arm ._j m_s_ , m x:s -aro ss -sx rs -srs rs r ZO ixsruwra re wv rwrna nmrxrcu sorvrce nccoavx[ ro:arw t r Va Iwr [uc. uoao wwcu [ ru rxr[ n [a[ ® vsu[s w[ a [vcx srxr of n[ xmrw. '° vuv[ rx cvwr or �i aoauated COLLIERCOUN"TRANSPORTA770N H EAN 61fUNTERBLrD. HUNTER BLVD IRRIGATIONA ENGATE BEAL%JIFICATION, AfS.T.0 €S 515 3" IRRIGATION MAIN — 3 IRRIGATION MAIN , 1 zs' _... 3�4" 3 4" CS -530 ez CS -530 ES -515 3 4" 1" G5 -530 RCS_515.._...._ — -GIN � r ,.. •y,rw r .............._ :F i �. -t� Ib s... -.. �; �':. .._�::..�� wa. .. .... ..' _ --------- _ �Ei � _. ., r.. 3 2 i smv OaC i���N I! I;1 50' 50r (` u Ii 3" IRRICA ON N ^ I nxR R 1 G A T l 0 N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D 1 R R I G A T 1 0 N L E G E N D llt�J :�u'ro anvrrrwrxu mnorux .mv °- �"- .- �fxwnsm wr ro rv[ wsrrcKUQS rq rvratovxenrrc gZ nm mo rrc srwve "o rwv rnsao m vuvc m. °rrr cox vuvc ron,ot rx[srw � r�mrasm rxxrcnrorviurr�irl � wmmmxrvcxmc nrn. N ch M F x H z oe 0 anxrr roww va. ev[a r � �ao rxsrw rsrrwrm uwrn rrcuror r""r rcxra' �0 I M11111 v I'll .. _.. mer rr vnyrrrcn "r.'v ry vu.'r""'rr""1Om un.�' � '� �� rsorosm cure nxrsw xrrt eowow • .v:rrvurax ex. arm ._j m_s_ , m x:s -aro ss -sx rs -srs rs r ZO ixsruwra re wv rwrna nmrxrcu sorvrce nccoavx[ ro:arw t r Va Iwr [uc. uoao wwcu [ ru rxr[ n [a[ ® vsu[s w[ a [vcx srxr of n[ xmrw. '° vuv[ rx cvwr or �i aoauated COLLIERCOUN"TRANSPORTA770N H EAN 61fUNTERBLrD. HUNTER BLVD IRRIGATIONA ENGATE BEAL%JIFICATION, AfS.T.0 N O� H a U 30 15 0 30 SCALE loc "+ 93 402 412 22 110' 110' 110' 110' I 1.25" BZ :: "v Ti"? {:i % -i. BZ f.�[''" 53 1.5" 3" IRRIGATION MAIN 1.25" SS _.. _ -'a.. ES X515 m ga m I . , m ni�w .E_..c R. _ = n,o "q A _ _ _ _ .. xor[ tno rc) xov[ p+o q IRRIGATION MAIN CS -530 I R R I G A T I O N LEGEND ��� rrr[. [rxax[ row"z orx. rn[a-°.smr.s _rronsfn cws Mwrrsa +r �c'a`rw von m :m° r/s[s rn I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D 00 O 00 F a x H I .a [v0O[n ro r`"ir..s. "•[. vmx[ 0 [v.".r[ eo.w.r .�. [re. V'— .x.ose° [ [srr m [earx rrenrax [rrr n..sr r nnrarc[[ wuv r[nrc[ r.ru ® v.°tircs b au rurc r[ ro• 'O1 - '� °ve[eei� worrrx nws� :sx a �_ rwvr:v va Qa _ v vsr F. :tie r[uen[u:."P' sons BZ c<us rro tar slot r____ smv rC x °x- xys ® [ ux vscuvu ui[rr vuv[. " '__m O r[srstwrzu ro oro ru°wo[ nar[rcu mutt[ ucwwo roxrros [ r —t— rsxusm r[nrwro[ vox [rx[ "ostr,r nrm rorn. � or our wu. no°° wexexs z r[x ro[ o ra[ ® vvtvn �[ a uce[sia� �uurz m rut[ uv [ow sr _ /IGG[.fCG Di IYQ¢OCLQiCC •,••••••••"•a.a'•••••• """•"`a.n.n..ar• HL. conoxaDOrArvr.&xt ;mERBtrv. HUNTERBLVD IRRIGATIONPLAN GOLDEN GAlEBE4t,TlF1CATIOA, ALST.U. loc '' 30 IS 0 30 SCALE , .r _ ...... ....... _ ....— .._ ........_._ f r N _ Clq - _ 1 25 "BZ SS -530 1.25- 8Z 125 B n xwc ho'i r 3' IRRIGATION MAIN ... 55 ! -- u . 3" - IRRIGATION MAIN _ . ssc.. ........ .. ..i,a. 4 j- ...._. . _ WC 530 ES -515 xmc wmacE `� a U 2 SS "BZ P7 -01 P7 -02 1.25" V i _... 1.25 - 4 3 442 5 5. s50- - _ 2 - _ - -- - ... .. .... ..... .. ....... .. ,� <:. .. ..� Ia. .... ....... ..._..'�., t_..; .2 4 GPM. . 86.. GPM.. 'i ____.........._........ ....____.. .... .. .. __. .... . -_ _.�.`t b .... ... �::.� —..._; w ,..: : X16 SPRAY - -... — a.__::::: x.__.... x BLEB : r . �. ........... Q 12 / 14 72 / 14 I b I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R 1 G A T 1 0 N L E G E N D !r° m! [a. rnrr°m c �' c`.rtuin rmrrii �.•v '1M0Y _ us r nnr n.vsr '� �'rcOUr`w rmwKn rosy avr. rvrrsr,•vro.[� 0 /� [r.."rs�w esi�urm mK`arru �'ri['rarru _ nrsora con srm: seruwe cr..ws rwe nar cisinE cx«ro '�o,e ®— r�av rusrx mmmu rrmu ss r, ! w v srKrws. a cosrrocus rrrx roc, awvo rosr. m'rwit a¢+.uKCar!" mKS[n`v1OCr r.vu ®i• mnrsarrxre.,,rvv[ a ro n m °C - rmru¢s r cuss ms vc ' - o rs[ w�crs[cawcrvr voce. rrna swusr mawry rKrosm rwsrcvros uu u rmurr[v vu ucurw reK sro.s rr rosnrcr rnx rKrnsu. �xsroc rc "oR.,wam we ra roc v[awrru vr,rr rrt[Kmtarsc BZ ncrasro sir - r -rn• cuss ms rvc mmrEU r- ... ri e:°c R nm+mrr� �c"vi`w"r. orra vw w sys! -, w• u! crossrros ® ✓ rKSwK Kiwr vuvE• a -., es. Ks -srs. ssam, rsera. u.sm. ! ss -!rs ._. hY._.. ati ® . vrn vow[ Kr[n vuvr...... - m n rrt vMrF mrtK, rrKS rs , ''°'O� vurr rortro, .rK nm. F urrvory u�ulrs usruurrw Ta au rvcwK nmsrcu srixr�lrErc�srosrmv [ -r Fnv X. X".., � rxs/rlrrry cur! trK MF.eWK rMee! rorrt. [ r[m[ melLFK ! IEt IKC M Fm[ � ® v v r[ E,[n irrr a r rlv. "Ot vllvE M FKUr a Teddo,,CWa COLLIER COUNTr' nUWORT4270N HUNTER BLVD IRRIGATIONPLAN rL.--,T E coxoxaDOpxrvl'.&xcNTEEBLrv. GOLDENGAlEBEAL77FICATION, Af.ST.U. m II 10 11 I R R I G A T ION LEGEND IRRIGAT ION LEGEND . . . IA -Al—,.- PB-03 P8 -04 -DC 92 1.�5"DC 1.25 ez 195' 27 GPM 10 GPM SPRAY FLUSH PR —.89" .5-1 GPM si P—o ro w. —F2 4 12i 14 I R R I G A T 10 N L E G E N D I R R 1 6 A T 10 N L E G E N D ALL CHANGE OF DIRECTION INCLUDE PULL BOXES AT Qo CONDUCTORS FOR RUN AND LOADS 1-2- ELECTR & BORE ENDS ELECTRICAL CONTRACTOR TO SIZE SCH 40 CONDUIT & CONDUCTORS (194 L.F.) ICA L am. ....... ............. .. . ................. ------------ ........... . ............. . ........... oFfCCC�f4W Qf I "'T COROK4DO WT.&M,*.WERRLlD. HUNTER Nf GOLDEN GATE REW.WWATION. ALS.T.U. 3G BLVD IRNGATIONPLAN H. . . . . . . . . . . . . ....... . . . . . . _ _... > _._ > -- o 530 1.25"BZ 3 2Z ES 3" IRRIGATION MAIN 1KNIJAHUN MAI . .. ..... + 10 W , CS-530 aEc SS-530 CS-530 5' 3/4" 5* pp /4 "w BZ ES-515 SS -530 4773�8 2 jo 8Z -p�-�03 3/4 < (ET 1 sr . . ..... .. ......... . . . P8-04 — ........... . . . ..... . . . ........ . . . ..... . ...... I R R I G A T ION LEGEND IRRIGAT ION LEGEND . . . IA -Al—,.- PB-03 P8 -04 -DC 92 1.�5"DC 1.25 ez 195' 27 GPM 10 GPM SPRAY FLUSH PR —.89" .5-1 GPM si P—o ro w. —F2 4 12i 14 I R R I G A T 10 N L E G E N D I R R 1 6 A T 10 N L E G E N D ALL CHANGE OF DIRECTION INCLUDE PULL BOXES AT Qo CONDUCTORS FOR RUN AND LOADS 1-2- ELECTR & BORE ENDS ELECTRICAL CONTRACTOR TO SIZE SCH 40 CONDUIT & CONDUCTORS (194 L.F.) ICA L am. ....... ............. .. . ................. ------------ ........... . ............. . ........... oFfCCC�f4W Qf I "'T COROK4DO WT.&M,*.WERRLlD. HUNTER Nf GOLDEN GATE REW.WWATION. ALS.T.U. 3G BLVD IRNGATIONPLAN H. 10 i 30 IS 0 30 is SCALE 3 12 _ 112' 112' 112' a � F". 3. IRRI IN . _ 3" IRRIGATION MAW 3g4 "J... N O N 6 1 � R a �U 6 1 R R 1 G A T 1 0 N L E G E N D 1 R R I G A T I O N LEGEND I R R 1 G A T 1 0 N L E G E N D I R R I G A T I O N LEGEND [?v w.aw f1Oi r [`w ni`za[°'m"0�i v's. ' Krw m n..s. 0 [XCmv�lroirg� i "XCFKem1°u'.'0' c'" ;. m /1/,cro /�/.!f! !X,lrou ./co[. [. I, a [X . !.[.11Fl. K ufe.X /c rFK/« m. «.rol.. «.o•X.lro froX ro.[X frorosm r lrX. [.. r. r cuss eao w< _•� 0 n. w/c�c�rRl/o ix :eaiu°.'10'ur [1O�W1 m !/K. rX.rw luc. /nrroawa'r/ro gZ n.as! m. xK roK[rro X« .... lrRV rY cuF.nlw.r a.Xr xco wfln a /w/F 1 IDK! .•.• .•.•• lb vM Mf[! Yro[ 21', MJFIYD vuv[ [1M.rol ./K clr9.. X:.rv![lwr F!. 3/ffi _4/4 MTi(� ul N!K[ [rosllKt. . All W [�N 0 .![[!(Y[ ox. I FfroC YIKS �� ♦.oNlFa IKKNI« v! /. LIK M[!!.K [XGR ro/n. ..........m ......r I'q r4vF M trot/ % /!. [ / COLLIER COWT TRANTORTATTON F SHEET NM conannooFRwr.&xcNTERBtrv. HUNTERBLVD IRRIGATIONPLAN v GOLDEN GATE BEALTIFICATTOA; dfST.U. LD -01 I 1 10 ol 1 ^OG PICCOLO D01 '.: i OS P10_0�__T_. 5 GPM GPM 12 14 12 /14 O �O 7 N d V H I R R I G A T I O N L E G E N D P9 -081' I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D �swxcar rosr. Ixe. rwvrox[ 67 GPM ua rcPMr- ao oosrs ' rlcr�w u n, "BUBBLER SPRAY ••• SPRAY .5 -1 GPN PR -1.1" PR -.89" 12 / 14 12,/ 14 �j2 / 14 O �O 7 N d V H I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D �swxcar rosr. Ixe. rwvrox[ 0 ua rcPMr- ao oosrs ' rlcr�w u n, . rlwasm.orn.I. r¢coso a �. a or � srxrnm. s � xnvre rwuxs cwrwrua .rtx rorc. [.r.o Iasr. rx r o rI m %iiwve�ivxw� xsrm nos rao Svc o Yirt eircrx��� � ��: umxrc savrcr --�— Ior� va vu ® �0 oc�.[ui[a�srAwm u • scx war sus vnvr r. Is °Yroiwcw�inri : ie :irrrr%u .won r�eonu , sour ar�uvm �aurxl _ Pr -0' a< rv2 se svxeFx Iio a'u rroros ro ro2 [ rvrccaxx[rr�xv �orrcse[ BZ - - ttus tw vve .atGS ... - �.... .I I� vu v^'� emu^ ux^" r[ -u w.ro rxn mr[ �Iu ,2 I I+wosm vuvr wnot res �nrau�t�rs.�� [osrn c ® w rressule u[v,"- vu e. xcr cxssslws. ® run vuwu [n[v rove. __...m_'_ n srx Ir roc vuvr sorrros .,xa ��: -.�' �av nsals. ssaso. Gals. cs -sw, x sar[ _. twrw r:crnxriw ar sum i O usruurler n wu rsc[uor neernlcu Barra ucusmlr ner:w e- i 2M rx x ncaso ro vurr ror. �_ rcerorro ,,.rc rrc...11 s Irt/r,K�S wcc.�lrorxr. �, [ noon .I.e�u. r ra rra .r rme ® v v a. acx s�o[ or r ,u. rO1 vuvr wI axwr w S rs �wu a ",,4,ra 4 COLLIER COUNTY 7RtWORTA770N SHEET cononaDOrxm.&NE:NTENacry . HUNTERBLVD IRPJGA77ONPLAN N0. GOLDEN GATE BEAE.TIFICATIOA; AfS.T.U' LO -52 ioc "M . ....... ... . . .................. ......... ............ 52 2 33 106' 106' 106' ril IRRIGAT ION LEGEND I R R IGAT ION LEGEND I R R I G A T 1 0 N L E G E N 0 1 R R I G A T 1 0 N L E G E N D Trr..M.—M ez Al I'm w COLUERCOUNYYnZANSPORTAMN I I SHEET C0JZ0M400FKWY. &HUYMBLID. HUNTER BLVD IRRIGATION PLAN C-OLDENCATEBEArTIFICA"OA',AfS.2-.U. ... . ...... . ...... . ...... . ... . ............ oo 5 27�t + I N c14 F, MAIN IRRIGATION 1 —918 u .25" j-530 SS-5,30 .. ....... ... ...... . .... ...... . ... . ..... . ....... ... . . .................. ......... ............ 52 2 33 106' 106' 106' ril IRRIGAT ION LEGEND I R R IGAT ION LEGEND I R R I G A T 1 0 N L E G E N 0 1 R R I G A T 1 0 N L E G E N D Trr..M.—M ez Al I'm w COLUERCOUNYYnZANSPORTAMN I I SHEET C0JZ0M400FKWY. &HUYMBLID. 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"K ,•. ,- w,ro=m ,�,,,.rr,x x,rx. „ro.rmx rr.� em M ps xrix Iw.Wa[n nwsr ,. x,xm, _� �r. xmrw o �ro=m ,M,xx,rxx �,re rmn r. x.rrr..rrr. m,x=r w � m e aZ °- - m rr .e x,m ., ,.,xxr,...,,x .m ,ximw, rroa nwm xxr x nw, xrrn,w �r,x rw K.,m. �r��.;�� - �Y _:.b.n .�ro,m rrm,x,r.r rwr�, ,ee •r�,rorr� onnrrr ,xerri avurua t�l f{Q44C[QZBQ v COLLIER COUN777RANSPORTATION HUNTER BLJD IRRIGATION PLAN sNEEi N6 COROAADOPKWY.& tUVTERBLID. _ La GOLDENGATE BEAf71FICATION, M.S.T. U. 10 Ll 30 15 0 30 SCALE V. .. . ........... . . ............. . ..... .......... - ----- .... — . ...... *� . ............... ......... .... ... ..... . ............ ............ P 0 END R+01.,�."T > TA. �Tl—+ IRRIGATION MAIN 15 E —5 BZ 3 4 3/4" Bz 3/4" BZ 3/4" 8Z 3/4" 8Z . ....... .. tam �El 01 1, . — ............... 3 E. 1 25" um m 1.25" 3/4" • 72 82 72 ES-515 CS-530 1.25 CS-530 ES— .25 120' 120A 120' 1202 2' IRRI ATION MAIN 8, 115(� < — ------ Q; ............. ...................... . . . . . ...... . . ........ ....... . . . . .... . .. —T, ..................... ---- --- --- --- — .................. I R R I GAT ION LEGEND IRR IGAT ION LEGEND IRR !GAT ION LEGEND I R R I G A T 1 0 N L E G E N D --AAA =7- A, Bz ZIA Al. A_. 7 r ...... L LIFR C OUMT 7]UNS PORFA. HUNTERBLID IRRIGATIONPLAN sNEET N C ORONADO PK WY& HUNTER BUD. rC) GOLDEN GA TE BEAUTIFICATION. M.S.T. U. JOC " IRRIGATION NOTES .GENERAL GENERAL NOTES PLANS AND ORANIN W ARE OVGA W"TIC OF THE WAXEN TO BE PERFORMED. THE WORK SUM. BE DMCUIED IN A MANNER TO AVOID CONFLICTS WITH UTILITIES AND OTHER mEmDOS OF CONSTRUCHON. INCLUDING LANDSCAPE MATFRIALA ANY AND ALL D. ISOLATION VALVES 1. ALL ISOLATION VALVES SAL BE BRAS . ISOLATION VALVES SHALL BE SAD A3 IOENIFFD BY SYYBOIS ON RE DNAIWNGS, OR BY DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR OWNERS THE CONTRACTOR SHALL NOT WILLFULLY HSWL ANY MATCHING THE SIM OF THE PIPES THEY OCCUR WIRRAL VALVES OF 3/4' TROIIGII 2 -1/2' SHALL BE 111NG0E0, VALVES 3' AND LARGER SMALL BE FLANGED. ASPECT Of THE IRRIGATION SSEI AS SHOW ON THE PLAIT AND DRAWINGS WHEN IT S DBAIOUS N THE FIELD THAT OBSTRUCTIONS. GRADE DIFFERENCES. OR DBCRFPNNCES DOST THAT LIGHT NOT INVE BEEN KNOWN BMW ME DOM OF THE RRIOATON SYSTEM. N THE EVENT OT PO EVENT TNT O ON THE CONFLICT 6 NOT CNEI1 TO TIE REPpESMATNE THE CONTRACTOR 2 NL ISOLATION VALVES INSTALLED ALONG THE YAWIE STILL BE NSTAIED WITHIN A JUMBO 5� WIVE BOIL REFER TO DETAIS RCAION MALL ASSUME FULL RESPONSIBILITY FOR ALL REEWSJO AND SPECIFICATIONS FOR VALVE INSTALLATIONS. CONTRACTOR SHALL PROVIDE VANE BOX EXTOMM WHEN NECESSARY. 2. IRRIGATION SYSTEM SHALL BE IISULLED N ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND AL GONII A DOMILNTS CONTRACTOR SHALL COMPLY WITH ALL PREMIUMS LOYAL OR STATE CODES. ODNLWCES AND REGUTARONS. 3. CHECK AND VERIFY AL SITE CONOIDNS, INCLUDING SERVICE UTILITY LDCATDNB, PRIOR TO TRENCHING OR DIOGNG. COORDINATE ALL IRIIGNION SYSTEM CMWM CRON WITH EXISTING AND/OR NEW PIININIGS TO AVOID CONFLICT OR NNRFERENCE WITH LDCADON OF PPNO BLEEV AI. GABLES AND SERVICE VTILI DES. THE RRM.TDN CONRACTOR 5 R6PONSBIE FOR OIORpNNTNG INBFAUIDN WHIN ALL OTHER COISTRLICION ON 311E ESI'ECIALLY WASCAPE NSTAIUTON. RRIOATDN SYSTEM S N BE REIOCAIFD AT NO ADOIIIONAL COST FOR WHY CONFLICT WRIT LANDSCAPE NSTALATION Ot ANY OTHER SITE COSTRUC ION OR EXSMQ CONDITIONS AL COPONENR THAT ARE MDT CONTAINED WITHIN THE SPECIFIC AREAS SHOWN ON THE ORAWI GS ALL NOT BE ACCEDED. AL PIPING AND OTHER COMPONENTS ARE TO NEIIAN WITHIN THE PROPERTY OF THE OWNER. 4. WHERE EXISTING OR NEW TREES, LLCAMT STADAROS, SIOM DECTDND CONTROLLER, AID /M DMER OAECTS ARE AN OBSTODRCH TO AN IRRIGATION SPRINKLER'S PATTERN. TIE COMPONENT AND PIPING SHALL BE REU]OOFD AS WCESSARY TD OBTAIN PROPER COVERAGE WITIOIIT DAMAGING THE O93IRUCT A. ENGINEER N CONMNCIDN WITH THE LANDSCAPE ARCHITECT OR REPRESENTATNE TO OEIEDAANE WHETHER OBSTRUCTION OCCURS OR NOT. S COMPONENT SPACING ARE MAGNUM. DO NOT EXCEED SPACING SHOWN OR NOTED ON THE PLANS. COMPONENT 3PACNG MAYBE mcm GO SM�OWN R�.VIS N SS SLED I ERWSE IRRNLAyTION CONTLONG IOR Sw1L PRONOmE t00Z c0VERN;E EXCEED THE 6. AL MATERIALS AND EOIIIPIENT SEWN SHALL BE INSTALLED AS DETMED ON THE PAINS IF THE DRAWINGS DO NDT TIOROIIGHLY.. DESCRIBE THE TECHNIQUES TO BE USED, THE BE SHALL FOLLOW THE NSTNLAIMN YETDDS /NSTRIDiDNS RECOFMEDED BY THEIR YANIFI.CRIRER. ]. RROAIION CONTRACTOR SHWL ADOST ALL SPRINKLERS CONTROLLER AND OTHER DEVICES TO OBTAIN SPECFm OPERATNG CI14IACtEWISITCS, INOLlIDI1G DO.ERAGE. OPWATIO PRESSURE FLOW RATES AND OPERATION TEE, AS INDICATED ON THE DRAWINGS AND ON THE IRRIGATION SYSTEM SPEORGiIONS, ALLNST AL SPRINKLERS TO AVOID OVERTHROW OF WATER ONTO ROADWAYS. 6. CONTRACTOR TO PROVIDE INSTALLATION SHOP DRAWINGS AND MANUFACTURER PRODUCE INFORMATION FOR AL IRRIGATION COMPONENTS. ALL INSTALLATIONS SHALL BE AS REOOMME DED BY MANUFACTURERS. THE QUANTITIES SHOWN N THE LEGENDS AND SYMBOL SNEER SHALL. NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONOUCINO A CO4PRENENSIVE TAKE -OFT OF MATERIALS To oETEMDUE THE ACTUAL OU"OnEi OF MATERIAL NECESSARY TO EXECUTE THE NO IC DESCRIBED ON THE PLANS. 9. ALL TRENCHES SHALL BE MCKFILLED WITH CLEW. OMM -FREE MATERIALS TO 901 DENSITY. CLEAN SAND SMALL BE USED FOR BEDDING MATERIAL F PARENT SOIL CANNOT BE ADEOWTELY RD Of RODE AND OHIm EKTV/EOUS own BALING PPE SHALL BE PROHIBITED. 10. ALL SOLVENT WF3111140 SHALL BE PRECEDED BY PRYI(I O THE FIRINGS AND PIPE AS RECOMMENDED BY THE MARFACTURER. It. COHIRACIOR TO LABEL/NUMIXER ALL ZONE VALVE COVERS WITH CORRESPONDING CONIROLIER ZONE NUMBER AND ISOLATION VALVE BOX COVERS WITH RECORD DRAWING NUMBERS. PROVIDE TAGS TO ALL VALVES AS SHORN PER DET WS. MAINLINE & PIPING I. ALL IRWATDN MANS) B SUBMI SMALL BE 1120 -1220 CLASS 200 PVC WSIETTED PIPE WITH GASIa" FRTINOS. EXCEPY FOR PIPING THROUGH SLEEVES. AL PIPES USED DOWNSTREAM OF EACH REMOTE CONTROL VALVE SHALL BE CLASS 200 PVC SOLVENT WELD PPE UNLESS SHOWN OTHERWISE 2 THE DEPTH OF ALL WES SHALL BE AS SPECIFIED PER PLANS AND DETAILS. IIECSUREYQIS SHALL BE FROM TOP O PIPETS) TO KNISH GRADE CONTRACTOR WILL BE RESPONSIBLE FOR RETRENCHING AND RELAYING; AMY RIPE NOT NEETNO SPECIFIED D,,M(S). 3. AL M MAU WILL BE INSTALLED WITH A MN TAPE LABELED - NON -PDABLE IRRIGATION ANN'. 4. ALL PIPING SNBORS FOR FUMBLE ZONE EXPANSIONS SHALL HAVE ME END CAPPED, AND BE LOCATED USING A JUMBO VALVE BOX 3. ALL RRICATON S TO BE LOCATED N ME YEDANS. ALL RRGA K*l WES ARE TO BE INSTALLED AT LEAST 3 FEET FROM ME CUM 6. ALL MAN WE RX M ND VALVE MARE MOLL HAVE APPROVED LOCATOR DEVICES EVERY 50 FEET AND AT DIRECTION CHIDES SLEEVING /CASINGS 1. ALL SIEEVTD INSTALLED BRIAN 1HME ROADWAY SILL BE NVALLED USING UIRECIKON41. BORING TECHNOLOGY PER FOOT STAOARDS AND SPECIFICATIONS LABIUM ACCOMMODATIONS MANUAL" LATEST EDITION. AL SLEOWNO PIPE SIZES SHALL BE AS SPECIFIED ON PLANS AND INSTALLED WITH OWNER APPROVED LOCATING DEVICES: LE 3M SCOTONMARK MAONEHC LOCATNG OIW AT EACH END ON TOP OF REEVING. 2. ANY FUTURE BEEVES SHALL. BE CAPPED AND LOCATOR DISC INSTALLED. ABANDONED SLEEVES SHALL BE CLOSED PER FOOT STAHMDS S ALL BEEVES SHALL EXTEND B FEET BEYOND ANY MVDIEM EDGE AND 4 FEET BE Q Q BACK OF CURBING. E. WICK COUPLER VALVES 1. ALL OLICK COUPLER VALVES SHALL BE BRASS QUICK COUPLER VALVE SHALL OCCUR AT LOCATIONS SHOWN ON THE NAIB, F APPLICABLE QUICK COUPLER VALVES SHWL BE INSTALLED IN JUMBO SIZE VALVE BOGS AND AS DETAILED ON THE ORAMNG& F. CONTROL SYSTEM 1. CONTRACTOR SILL BE RESPONSIBLE FOR CONNECTING 1RROATON VALVE WIRING TO THE CONTROLLER LOCATION PER ME PLANS AND SPmFICATIOHb ALL HARDWARE NECESSARY MUST BE INCLUDED AS PART OF `CONNECTION SERVICE 2 CONTROLLER(S) WILL HAVE A RW SENSOR ARID BY -PASS SWITCH INSTALLED TO MEET STATE AND LOCAL CODES RAIN SENSORS AND B/ -PASS SWITCHES ALSO WILL BE INSTALLED N ACCORDANCE TO WNUFACRIRERY GWOLf6. CONRACTOi SHALL NSLL AND WIRE RAN SENSOR. 3. IT SAL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE WITH OTHER TRADES ON SITE PROGRAM OR SCHEDULE THE IRRIGATION SEQUENCE FOR THE NRGADON SYSTEM WRING CONSTRUCTION AND NORMAL OPERATON LATIN FINAL ACCEPTANCE BY THE OWNER. CONTROL ER R VALVE OPERATION SHALL BE CHRONOLOGICAL G. REMOTE CONTROL VALVES I. ALL CONTROL VALVE SHALL. -BE INSTALLED WRM I THE MIDDLE OF THE MEDAN. CONTROL VALVE 9141 BE THE TYPE AND SIZE AS, SPECIFIED HERON AII INDICATED ON THE DRAWN= 2 WIRE SIZES FOR CONTROL VALVE CONNECTIONS TO THE CONTROLLER WILL BE COATED SOD COPPER LL APPROVED DOW RNML MAKE i12 GAUGE FOR COMMON WIRE AND 114 W"OE FOR ACIWATON AIRES. RED WANE WILL BE USED FOR ACTPAAIOIL WHITE WIRE TOR COMMON. ONE ADDITIONAL WHITE WINE CONTINUOUS LONG DOW MAN LANE, A!D ONE ADDIIONAL i14 GREEN WOE FOR SPARE LONG DOW LIENOM OF MW LINE THE CONIRACMFI SHALL NID81 SUFFICIENT HIRE COLS FOR EXPANSION. AT ALL VALVE LOCATIONS AND AT SLEEVE ENDS AND ORANGE OF DIRECTIONS. DG SOEMOID REQUIRES A SEPARATE COMMON FOR EVERY FOR (4) WIVES. 3. ALL ELEORRAL SPLICES SHALL BE MADE USING 3M-OBY OR 3M -35]0 SCOTCHHOG( SEAL PACK CONNECTORS AS DETAILED HEREIN. 4. ALL VALVE WRING SHALL BE INSTALLED PER PIPE YWENCHING DETAL 5. AT NO THE WILL INSUFEVED WIRING 914E THE SAME SLEEVE WAIN MANN LINES ON OTHER WHO. WIRING SMALL BE N DEDICATED SLEEVE. Ad000.GMZrw VALVE & SPLICE BOXES I. ALL VALVE BOXES SHALL MEET 3PECFIGTKNS; BE SIZED A NSA IED AS SHORN AND OEYALID HEREIN. TOP O VALVE BOLES SHALL BE 4 INCHES HIGHER THAN GRADE WHEN INSTALLED. CONTRACTOR TO REINSTALL AND LEVEL BOXES F SOX SETTLING OCORS 2. WHERE POSSIBLE " FEASIBLE NSLLL VALVE BOXES W nGN PLANING SEDUNES. ND VALVE BONES MULL BE INSTALLED WORN 3 FEET OF A SIDEWALK OR OTHER PEDESTRIAN USED SURFACE B FROM ANY VEHICULAR ROADWAYS OR N THE CDM O ROADNAY MEDIANS. DO NOT INSTALL AT THE BOTTOM OF S*AI AS) OR ANY OTHER LOW POINT. 3. CONTRACTOR SHALL LOCATE AND FLAG ALL VALVE LOCATIONS PRKR TO INSTALLATION FOR APPROVAL BY THE LANDSCAPE ARCHITECT. POP -UP SPRAY HEADS & BUBBLERS I. ALL SP UE RIKR HEADS WILL BE INSTALLED AND CONNECTED TO LATERAL WES AS PER OETAWS THE SMALLEST PPE SIZE ALLOWED TO CONNECT SPRINGER TO SRRNOER SHALL BE 3/4' OR AS SPECIFIED PER PLAN. 2. LL POP -UP SPRAY HEADS SHALL BE 11' HIGH POP -LIP SPRAY HEADS AS SPECIFIED HEREIN, 3. ALL TREES AND PAWS DESIGNATED 10 HAVE SUPPLEMENTAL IRRIGATION SHALL HAVE IT N THE FORM OF 2 PRESSURE COPESATNO FL000 TYPE EMBLEM THE DISCHARGE RATE SHALL BE (1) 1 GPM NOZZLE PER TREE ON FULL COVERAGE SPRAY NFAD ZONE: (2) J GPM NOZZLE PER SINGE NOW SPRAY HEAD COVERAGE, M ROOIRY DEAR WAD (FULL COVERAGE OR SINGE ROW COVEAGE) COVERAGE. ME BUBBLERS SHALL NOT BE INSTALLED ON TOP O THE ROOIBVL ADJADENT TO TILE TRUNK. THEY STWL BE NSOUED ADJACENT TO THE ROOTBLL PERIMETER, AWAY FROM ME TRUNK 4. SPI NNER NOZZLE RANGE SHALL BE BASED ON THE SPACING SHOWN ON THE PLAN(S) OR AREAS TO BE COVERED. THE WNTRACOR SHALL CONSULT WITH THE LANDSCAPE ARCHITECT FOR NOZZLE ADDS ENTS AS NEEDED. CORONADO PEITY. & HUATER BLVD. GOLDEN GATE BEAUTIFICATION, ALS.T.U. lRRIGATlONNOTES I Na - LB-60 10C 11 3 xr6 4 2 1 0 B NOTE, Fiberglass Reinforced Enclosure with Forest Green Chemicol S Ultrovlolet Grade Gelcoat Finish. Mointain 3' clerance from all sides of pumpstatlon. 1) DISCHARGE ISOLATION VALVE 2) FLOW METER/ MAIN VALVE CAPABLE OF COMMUNICATING WITH MOTOROLA CONTROLLER 3) 2 GALLON PRESSURE TANK 4) ROLL GROOVE MANIFOLD 5) CHECK VALVE (SET IN WELL) PUMP PERFORMANCE 6) DISCAHARGE FILTERS WITH 80 MESH , AUTOMATIC FLUSH 150 GPM @ 60 PSI CONTROL VIA MOTOROLA CONTROLLER 7) IOHP SUBMERSIBLE PUMP (150 GPM R 60 PSI) SET IN WELL 8) 47'W X 56'L X 45'H FOREST GREEN FIBERGLASS FLIP TOP COVER 9) 52'W X 62'L WELDED ALUMINUM FRAME 10) UL LISTED CONTROL PANEL W/ VFD CONTROLLS IN A MODEL # V F D- N E T A -SUB - 1 0 - 2 3 0- 1 FIBERGLASS ENCLOSURE WITH FAULT RESET /DETECTION VIA MOTOROLA CONTROLLER, LOSS OF PRIME, LOW 6 HIGH PRESSURE, AND TRANSIENT SURGE PROTECTION 11) B' X 16' VENT (FRONT AND REAR) A I /1 5 �!, CCMC I�J /'� J I r\ 12) STAINLESS STEEL LOCKABLE HASP 13) STAINLESS STEEL HINGE AND HARDWARE 14) N/A WfOp WOI�K5, INC. 15) 5'W X 7'L X 4'T CONCRETE SLAB 2088 AC 13W9, WL�5' FI. 4109 COLum CO(INff 7R9NSPORTATION IRR/GATIONPUMP STATION COBOMADO PAex Q HENTER BL(D. LD -61 GOLDEN GATE BEAUTIFICATIO.N, )LLS.T.U. Submersible Well Pump System Variable Frequency Drive Fiberglass Enclosed 10C Low Pressure Protection The system will shut down if the pressure drops below a preset pressure for 30 seconds and a low- pressure fault will be indicated. The system will remain off until reset. Model: VFD -NETA- SUB -10 -230 -1 Drive Fault The drive has numerous overload and safety faults including phase loss, low/high voltage, high current, internal Purpose: heat sink overheat, ground fault, short circuit fault, the system will shut off and the fault will appear on the To provide a complete prefabricated variable Requency drive skid mounted fiberglass enclosed pressure operator display. All key parameters will also be recorded at the time of fault and the last 10 faults are stored. demand submersible pump system with UL Listed Industrial Control Panel. The manufacture will manufacture, The system will send a fault output to the Motorolla Controller and can be reset via the Motorolla Controller flow test, and warrant the system to meet all specified operating requirements described below and in system . detail, The system shall be Model k VFD -NEFA- SUB -10 -230 -1 as manufactured by Naples Electric Motor Protection Equipment Works, Inc. of Naples, FI USA 239 -591 -1313. This specification describes the general components and minimal Fused disconnect with type R current limiting fuses. operatug requirements and shall not be construed as a manufacturing guide or complete list of required system Silicon Oxide Varistor voltage surge protection per phase. components. Thermostat controlled cooling fan for control enclosure. Frame: The pump station will have a prefabricated welded 52'k 62" aluminum structural skid. Aluminum supports will Variable Frequency Drive: be provided for mounting of cmrtrol enclosure. VFD with the following features; overload capacity nominal 110% for 60 sec 150% peak, power loss ride -thm: P Po 2 sec, auto restart after power loss or reset table fault, feedback signal loss detection, 32 bit microprocessor Fiberglass enclosure•. logic, LCD keypad display, 5 lines x 16 characters back lit with copy function, non - volatile memory/program The.pump.suition will be completely enclosed by a Forest Green fiberglass x56 "r 45 "d u[e. n thick retention, elapsed time monitor, RS- 422/485 port: Modbus protocol. meter functions: Volt, amp, kilowatt, _. is manufactured to ASSE 1060 specifications with a mivimuro 3/16" thick thixotropic resin reinforced with thixotropic re wW; _ . fiberglass strand, protected with 18 to 20 mils of UV isopthalic polyester gel coat The lockable flip top lid design allows access for maintenance with an overlapping lid seam design for weatherproofing and vandal Pressure Transmitter: resistance. A 4 -20ma pressure transducer will provide a feedback signal to the VFD PI control for constant pressure control. The transmitter is CE recognized with 17-4 PH stainless steel housing and meets NEMA 4 (IP65) Pump and motor: protection ratings, and is shock rated 200 g and vibration rating of 20 g 50- 2000Hz. Pressure range is 0.100 PSI The pump will be a Berkeley 6" turbine type submersible liquid end with ASTM A48 Class 30 discharge with a 300 PSI over pressure rating. adapter, top and intermediate bowls. Impellers will be silicon bronze. Beatings at discharge, intake, and bowl will be neoprene. Flow meter. A normally closed hydrometer will provide total and rate display +/- 2% accuracy within its rated flow range at The motor will be Franklin 6" rated 10hp, 230volt, 3450 rpm at 60Hz. Motor shell and splined output shaft will 10 to 225 psi. A reed switch provides pulse output for flow monitoring. be stainless steel. Kingsbury-type water lubricated thrust bearing. Pressure equalizing diaphragm. Hermetically sealed windings. Self - Cleaning discharge filters: Pump Performance: Netafim Disc -Kleen filters with a maximum operating pressure of 140psi with 80 mesh filters will be connected The required pump performance at a 30' depth in the well will be 150GPM 60PSI to the discharge manifold. Auto bark flush controlled by the Motorola Controller will be discharged to a 2" line a. into drywell (dry well provided by others). Irrigation pump controls: During back flush alternating filter batteries are taken off line and flushed while the other battery continues to The Variable Frequency Drive and all electronic control circuitry will be mounted in a fiberglass NEMA 3R filter water for the irrigation system. The filter discs will separate during back flush cycle for optimal cleaning rated enclosure with a gasketed lockable- hinged door with stainless steel twist lock latches. to the header. Operation Discharge Pipe Manifold: The system utilizes a Variable Frequency Drive to crate a pressure demand start reduced Bow retirement. The pipe discharge manifold shall be constructed of galvanized steel pipe with roll groove fittings. A butterfly at The station maintains a fixed discharge pressure that compensates for varying flow demands within the en valve will be provided on headers 4" or greater and a bronze ball valve on anything smaller. A 2- gallon capacity capabilities of the pump. pressure tank will be installed on the um skid under the cover and connected to the header. P pump Soft Start/Stop The system soft starts to the operating pressure and soft stops at retirement via a programmable ramp time. Warranties: System starting and stopping can be either pressure demand no-flow retirement or clock start from the irrigation The pumping station components will be warranted by the manufacturer for a period of one year from date of controller. manufacture. W /T.r. ur arvr $SET vat cow sc■ a.w urc ➢ur CORONADOPKMr. &HuNmsuv. IRRIGATION PUMP STATION -.w.� GOLDENG.ITEB&ILrrIFICiTIO.V, MS.T.11. L ➢ -aa 10 lc4�ace.1�up:t�p t. G1¢aOMi.1 sUNlm affi f rxOwlClrC mm11 Yr 40m10 fH1lY O - 24- 2 2 ^mwn UA :ai l:U nlI >N`,1' 1 tl1Q 00 M LIlRi •A• 3 AG nGt I -IIN[ TS1W a ,rn rm"0N1°'orr, >� M MAID GI fMM[i'A' ,6 YOINrIe IIrA t.rmxwauen eaNrwrr s,,n�ac '"�1° 4 t A m 16! rauw P� L�m�nmKN�Wt�Wfwm m. vmrcnwa 11 trmw.r 3 r ow eoa tl ro as anux m. 4x moor rG.a 5 a mxucla COMPONENTS CONDUCTORS BREAKERS WATTAGE u mmwa aw -Amar (aaN a raiim �i M nab "r'w°r� i"LL ^ sawz me'aou,m a r amm, rmma n t/r oA siamr uo-wu >7nc< 3 ^ mnacv 1 -10 HP PUMP SINGLE PHASE a rw iml.® wu< rw nNa mtr�ta rNmn[A Aro ItnA mg .ma wxee • rmreo m^a1[ s.� - r ca0°101^iiwwNn i ' - -r 10 mmoe - wloe r Na4m . N u �atawOV+t'c�.rm�i� 9°f ra aa� t'e1oO't 11���!!O� �ra� e �* mxlem,a •^' ^""'°a ea.n Y l � r�allw tl LGr NGf raga NQ to new cM rw�po�GVtltM m^�i 'm IlPt rPl GUNK K *qa SIX tl %C m Na0 � 1 V, HA a t m YL a�mMrO • i 2 -120 V RECEPTACLES s a• • Y tl oar /.w tm ralmn G>a1a1a Nor nNLY 4GUit 16 8 a mawnema 3.24' � � tl41MM w 1fA iUIIIN OO,W NeoG rytl- ra -eose � fi � nll WITH GR a r rA �a r.e ra ew mWLn n.� axme Gwao r. mwa M � ,4utl sm rN arum s1m wo 1MG1 t YMOK R>artt. W m1m. KW ax Mltl. a aiA11A t FI[ IO�V �,R K�G.O�a11�R awrr Y. • 4 MOTOROLA EQUIPMENT -89 a w10mGLCAa mlT101 , MN1dm eIP II M1 mvT /r mlWl N � NNtlw 3 a 1. a ta. to what aa0ptll. 1.1eZ 00ta•11GM1tl 91MKC MO llmm IaatG4 mr • eD11p n]I wllulw TOTAL: e ^. 8 • PLAN VIEW M-tte FULLLOAD: _AMP 0100 %DEMAND �1 ELECTRICAL ENCLOSURE 7 w aENCLOSURE SERVICE SIZE: AMP, V, SINGLE PHASE. 3 WARE � IRRIGATION CONTROLLER & ELECTRICAL CaDMtB 1 amNx ^taernma Cabinet Cabinet S Cob�NMLA 7 1 Contrdlr Cmtrdlar Ele tftd 10 El.tricd o manr�9 -�[ _ P 11 — fr mum 7 ar mwx 11 3 2 tl m.x 7 G 2 3 1.3 sr mNx 7 .. 3 amNx CONDUCTORS: ...IIi 11 moor 3 7 -µ THHN NEUTRAL I mwr � COPPER 0' n mtP1� 4 8 tl mmUn°a 1 24• S0. 4 i 1 1�F.taC1.IG I' 5 SIDE VIEW r a mmMCmt 5 15 15 III I •9TLiTT (3) MIN lc4�ace.1�up:t�p t. G1¢aOMi.1 sUNlm affi f rxOwlClrC mm11 Yr 40m10 fH1lY O GENERAL INSTALLATION AN., BID NO ,. OWL raara IOanr LEOEMT. t. GtlSwisW pomaC t. 1 tl1Q 00 M LIlRi •A• 3 AG nGt I -IIN[ TS1W a ,rn rm"0N1°'orr, >� M MAID GI fMM[i'A' ,6 YOINrIe IIrA t.rmxwauen eaNrwrr s,,n�ac �ON'Ia aSmY mlelalle M K mINS trtmtl IOalw Si Wt 10142 laCwIIGL 1 aaA'os N"°° a000,11pmWlm t A m 16! rauw P� L�m�nmKN�Wt�Wfwm m. vmrcnwa 11 trmw.r 3 r ow eoa tl ro as anux m. 4x moor rG.a 3 rallm macrt ua - r w ntamso� u mmwa aw -Amar (aaN a raiim �i M nab "r'w°r� i"LL ^ sawz me'aou,m a r amm, rmma n t/r oA siamr uo-wu >7nc< a mar > Gwmer .,. t7u r1r°x1°°irw�oi N c•tl[r a a rw iml.® wu< rw nNa mtr�ta rNmn[A Aro ItnA mg .ma wxee • rmreo m^a1[ s.� - r ca0°101^iiwwNn i ' - -r 10 mmoe - wloe r Na4m . N u �atawOV+t'c�.rm�i� 9°f ra aa� t'e1oO't 11���!!O� �ra� a ouu mNx rofrfaa etllen •A• • r ra •^' ^""'°a ea.n Y l � r�allw tl LGr NGf raga NQ to new cM rw�po�GVtltM m^�i lmOp mINWY N UiCi Y. � xR � K � � sYa oF^�9,e IlPt rPl GUNK K *qa SIX tl %C m Na0 � 1 V, HA a t m YL a�mMrO i. Wy GA r•a Sal tl 1oN: am mwar rlN YASIG WlK LL relwm tl.1K ^ m11eM101. s a• • Y tl oar /.w tm ralmn G>a1a1a Nor nNLY 4GUit tle rtl04G O4ae ro� w to rR � NG r O.a Pm Y3.atl NOf�i ewa rIL tl41MM w 1fA iUIIIN OO,W NeoG rytl- ra -eose a GaNCT - YAi. raml.R MS N• NR DQYXq YNtfa �t Om6 / t-]ta0. X r • a{ ' e aM[ OOnR GnM NE rm tltl nC 10N[ NMr.t7 ral[ m atl uW -rYUC •GD w�KIG m0[ MII a r rA �a r.e ra ew mWLn n.� axme Gwao r. mwa M � ,4utl sm rN arum s1m wo 1MG1 t YMOK R>artt. W m1m. KW ax Mltl. a aiA11A t FI[ IO�V �,R K�G.O�a11�R awrr Y. ��.�y��- `IMK11 r,x Nefw6 f YGe11 IUm111W tf m1111mm rLL weT M NaNUnw ,MQ f01r IMAO 3Y�mL IOpq![ a1m A�WID a w10mGLCAa mlT101 , MN1dm eIP II M1 mvT /r mlWl N � NNtlw 3 a 1. a ta. to what aa0ptll. 1.1eZ 00ta•11GM1tl 91MKC MO llmm IaatG4 mr • eD11p n]I wllulw eY tawrmflE.reCKQ� ql, Zmwilf �N w%,.. rw. a I�tlatlgN i. �ee4aru G�e�wwrrm, mows wo eaawar ^f� a Vo � sKm[ aGSO tle m�nur i1 MONTROLLER ENCLOSURE "B...a.w �1 ELECTRICAL ENCLOSURE w aENCLOSURE � IRRIGATION CONTROLLER & ELECTRICAL SERVICE DETAIL N.TS. 4CGEE ♦ ASSOOAlE3 ELECTRICAL CONTRACTOR: rMCilee 4jf44o,4j&4 1 COLLIER CUC/NTY TRANS'PORT.ITTON I SHEET CORO,Y•LDOPAH7.QHU.VTERBLID. CONTROLLER DETAILS 7q GOLUEV GdTE BE9C?'IFfCd T70N, MST.U' LD -63 LAB G t r , A r BEARING AREA PLYWOOD WYE 1/2•_3/4• PL wco0 TEE CROSS TEE EDGES OF BFiVN11G ARE1 iRDIC CUT y —M1DM- wBEARING AREA 1� PLUG PRESSURE BEARING AREA BEARING TRFATo f AREA UND6fURBEO IAARNG AREA - BEND eyRO TEE WITH PLUG TYPICAL SECT ON PRESSURE ........BEARING AREA 1 /r- 3/4•.PLYROOD imp PLUG 7RFATm - I Boca Y E PLUG 1 • BEAPoN. AREA CROSS TEE WITH PLUG TAPPED TEE WITH PLUG REDUCERS REB1R _ BERING AREA VERTICAL BEND NO ESONC ARu OFFSET 1 ON BEND AN T 5 0 EES, EXTEND THRUST BLOCKS FULL LENGTH. 2. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS. 3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE LOOSE SOIL k EXTEND THRUST BLOCK TO UNDISTURBED SOIL 4. IN BACK FILUNG, ANY MUCK ENCOUNTERED SHALL BE REMOVED k REPLACED WITH ACCEPTABLE MATERIAL. 5. BACK FILL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS. S. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 PSF. A: LINE PRESSURE OF 150 PSI.. 7. ALL IRRIGATION LANES URGER THAN 2• ARE TO BE THRUST BLOCKED AS 4' SIZE. THRUST BLOCK FORMS DETAIL N.T.B. loc °+ BEMBNC STEP N0. STRIP 1WRES AND APPLY SCOTCHLOK Y ELECTRICAL SPRING CONN NECTOR IN A CLOCKWISE DIRECTON. STEP N0. 2. ®odder INSERT SPUCE TO BOTTOM OF GEL -FILED NBE VISUALLY CHECK TO MAKE SURE SOOTGHLOK CONNECTOR HAS BEEN PUSHED PAST THE LOCKING FINGERS AND IS SEATED ON THE �vvvoo BOTTOM OF THE NBE. STEP N0. 3. POSITION "RES IN MIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. 24 VOLT WIRE CONNECTION DETAIL II� IIIII� IIII� ®IIIIII� IIIII� III ®�IIIII� IIIIII� .----- 5 0 EES, EXTEND THRUST BLOCKS FULL LENGTH. 2. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS. 3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE LOOSE SOIL k EXTEND THRUST BLOCK TO UNDISTURBED SOIL 4. IN BACK FILUNG, ANY MUCK ENCOUNTERED SHALL BE REMOVED k REPLACED WITH ACCEPTABLE MATERIAL. 5. BACK FILL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS. S. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 PSF. A: LINE PRESSURE OF 150 PSI.. 7. ALL IRRIGATION LANES URGER THAN 2• ARE TO BE THRUST BLOCKED AS 4' SIZE. THRUST BLOCK FORMS DETAIL N.T.B. loc °+ BEMBNC STEP N0. STRIP 1WRES AND APPLY SCOTCHLOK Y ELECTRICAL SPRING CONN NECTOR IN A CLOCKWISE DIRECTON. STEP N0. 2. INSERT SPUCE TO BOTTOM OF GEL -FILED NBE VISUALLY CHECK TO MAKE SURE SOOTGHLOK CONNECTOR HAS BEEN PUSHED PAST THE LOCKING FINGERS AND IS SEATED ON THE BOTTOM OF THE NBE. STEP N0. 3. POSITION "RES IN MIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. 24 VOLT WIRE CONNECTION DETAIL TRENLMNO DEPTH FOR Al MAN UNB SHAL BE 36 1— UNLESS MP—D BY uxd TO BE REDUCE➢ BE— OF MAN UNE LOGMRI OR p6M COKIILR. MAW UNEB w5i, CAHOW 1REF5 OR PAEMS SNNLL BE IT NI 06TH DF NB'. ALL _-EN 'NO OEPT15 SHOWN ATE WHINUM. IN THE — TNT MNMU. —.14NG pE ARE NOT MET. THE TRErlCTES SHALL BE RE -E%uv .. Of— MFASUREMEMS ARE TO BE DONE MOM RASH CRAOE TO TOP OF wPE. PRONLE A B' MNAJM NERTN.W SEPARATKIN BETWEEN EWN LWE(S) AND uIER/L UNE(S). BCHES SHALL BE —FLUID WON LLEAN BOIL FREE OF OEBRB t NO— WEFO SNA1 BE COMPKTED TO A ... SiNEOWD PROLKIR DENSOr, ASMOBBB -TB. wPE WALING —1. UN -TRE —. SOW B NET /116'NEO 11NOER NX cBtCULTAICE, TYPICAL TRENCHING DETAIL M.T.S. N.T.S. IRXiATKNI uTDBL. xTECnpN TAPE vre wvINL OR wRaxL COLUER COUN7Y 7RANSPORTi1770N SHEET CORO:V.4DOPKHY &HAUVATERBLTD. INSTALLATION DETAILS "a GOLDEV GATE BE.4 U7IFIGNTION, MS.T. U. LD-64 l O C I UJMBO VALVE BOX WTM LOCKABLE UD BITH 6' EXTENSM. SET ON BRICK SUPPORTS (4). PROVIDE NON- WOOVEN FILTER FABRIC WTH 4' LATER OF PEA GRAVEL ON TOP OF FILTER FABRIC TAPE FILTER FABRIC TO EXTERIOR OF VALVE BOX WTH DUCT TAPE PROVIDE A 4' F.F. OVERLAP FROM BOTTOM OF BOX. BOX SHALL BE SET FLUSH AM LEVEL W1H GRADE POP -UP HYDRANT NOZZLE RHISHED GRADE FINISH GRADE — �hi�yT 1SJ�A1 .... .... . ... ..... .,.'+..,:...T`.: LOMPILFEO CLEAN -FL,- I'p TAPE FILTER FABRIC TO NIPPLE SUR" WTH IRRIWTON MAIN, REFER TO PLAN FOR SZE(S). L VALVE INLET SIZED SCH N PW'THREADED HIPPIE - CONNECTED TO VALVE. -� SPRAY ROTOR HEAD O R HEAD ALL THREADED ROOS, NUTS AND WA—S SHALL BE WT OFF THREADED END AT F -ANOED Cd1.ECTION END AND SOLVENT HELD TO FUNLE - - - - _ SPRINKLER LE SON W PVC FLANGED REDUCER FITTING CONNECTED TO Z' SCH - W PVC RANGE TO BE SOLVENT WELDED TO NIPPLE. N.Ts. SZED TO LINE O.I.P. 4S LINE E190W CONNECTED TD RANGED D.I.P. REDULER FITTING. SCH 40 BRINGS FOR CONNECTION UME SIZED GATE VALVE WTH FLANGED CONNECTIONS FUNNY PIPE ' . 18' IN LENGTH SEE YAM UNE ISOLATION VALVE INSiALLAnON DETAIL SCH 40 COMBINAMN ELBOW INS v MPT 7 FIXV INSTALLATION REQUIREMENTS SCH 40 TEE / SUPASLIP.FPT , NOTES : SPRINKLER HEADS SHALL BE FIACEU ND CLOSER THAN 6' FROM THE BACK OF CURB OR PLACED ON THE CENTERUNE OF THE MEDIAN. SPRINKLER HEADS IN NARROW MEDIANS (I.,. at Tum Lonea) SHALL BE PUCEO ON THE CENTERLINE OR ON THE SIDE OF THE MEDIAN WTH THE HEADS SPRAYING TOWARD THE TURN LANE AND NOT THE TRAVEL LANES. DO NOT OPERATE AT HIGH PRESSURE LEVELS. ADJUST THE ZONE CONTROL VALVE PRESSURE REGULATOR DAL DOWN TO DO PSI FOR SPRAY HEADS. 12" HIGH POP UP SPRAY HEAD INSTALLATION DETAIL N.T.S. rrw� GG K 7Za¢vUKLG¢ ....................... STET COROX.4DO PKR'Y. m HUNTER BuVD. INSTALLATION DETAILS GOLDEN GATE BEdOTIFMATION, M.S.T.LI. LD -65 TAPE FILTER FABRIC TO NIPPLE SUR" WTH IRRIWTON MAIN, REFER TO PLAN FOR SZE(S). DUCT TAPE NOTES ALL THREADED ROOS, NUTS AND WA—S SHALL BE STAINLESS STEEL OPEN AND CLOSE SLOWLY THE VALVES DURING FLUSHING. WEN Y VAVE FIRST, THEN OPEN LARGER VALVE. USE A MINIMUM TIME OF b SECONDS FOR OPENING OR CLDSM EACH VALVE UNDER PRESSURE. IRRIGATION MAIN LINE BLOW OFF INSTALLATION DETAIL N.Ts. NOTES : SPRINKLER HEADS SHALL BE FIACEU ND CLOSER THAN 6' FROM THE BACK OF CURB OR PLACED ON THE CENTERUNE OF THE MEDIAN. SPRINKLER HEADS IN NARROW MEDIANS (I.,. at Tum Lonea) SHALL BE PUCEO ON THE CENTERLINE OR ON THE SIDE OF THE MEDIAN WTH THE HEADS SPRAYING TOWARD THE TURN LANE AND NOT THE TRAVEL LANES. DO NOT OPERATE AT HIGH PRESSURE LEVELS. ADJUST THE ZONE CONTROL VALVE PRESSURE REGULATOR DAL DOWN TO DO PSI FOR SPRAY HEADS. 12" HIGH POP UP SPRAY HEAD INSTALLATION DETAIL N.T.S. rrw� GG K 7Za¢vUKLG¢ ....................... STET COROX.4DO PKR'Y. m HUNTER BuVD. INSTALLATION DETAILS GOLDEN GATE BEdOTIFMATION, M.S.T.LI. LD -65 NON - POTABLE WATER IDENTIFICATION TAG LAMINATED VALVE im FTcAnON TAO FINISH GRADE — CONTROL WIRES COILED — — • -- 10' MIN. LENOIR PER WIRE. TAPE TO INTAKE NIPPLE AND Ito' TD MR LINE. PROVIDE WINE CONNECTORS. COWPA TOO CLEAN GREEN RPM EPDXY TO TOP INIM 1. OFF CURBING OR'AVE.— IMCKFILL I� OF MEDIAN Ww .✓' Yu21L V • CURBING LEVEL FLUSH WIN MADE EUE ING SOURING VALVE • AS SPECIFIED E� �IIIIIIII�11111 ■����i SCH 50 PVC VALVE CONNECTING NIPPLE. SCN.. 00 PVC THREADED .. 2' AIR GAP - MANDATORY FITTINGS SHALL BE TIGHTENED TO TORQUE RECOMMENDED BY - MANUFACTURER. ^ O O 0 0 O 00-0 0 MANUAL TE VALVE E.S.V. WITH SCH D PV( E� TO (6lLJ O� /�O o V� C NIPPLE. /V_YVS�) CONCRETE PAVER BRICKS FOR O SUPPORT AT EACH CORNER. TAMP AND LEVEL O r\O 0 OqpnOQ _ �. •.:•.� 6' B BB STONE , PROVIDE Z' GAP BETWEEN BOTTOM OF VALVE AND TOP OF STONE . IRRIGATION CONTRACTOR SHALL FIELD DETERMINE NIPPLE LENTHS. MAINLINE OUTLET TEE, INTERCONNECTING NIPPLES AND ALL OTHER INTERCONNECTING FITTINGS SHALL BE SIZED TO THE VALVES INLET OPENINGS COORDINATE WITH UTILITIES CONTRACTOR. TYPICAL ELECTRIC SOLENOID VALVE ASSEMBLY BGAID NOT M Rcue REVISIONS ,P X/09 RAN R"'M MN NINE L"O" SR IN CENTER OF MEDMIa M V GREEN RPM EPDXY TO TOP INIM 1. OFF CURBING OR'AVE.— OF CURB. 1 PER SIDE OF MEDIAN Ww .✓' Yu21L V • CURBING • FLOW) FINISH GRADE — COMPACTED CLEAN BACKFILL SCH 80 PVC NIPPLE ALL SIMILES STET SCREW CLAMPS S 0.E EPDXY COAT ED. TED. 2!' IFNGnI NON -WOVEN FILTER FABRIC — ATTACH TO VALVE BOX WITH DUCT TAPE , PROVIDE X' OVERLAP 1' SCH.BO PREMANUFACTUREO — SWING JOINT ASSEMBLY WITH DOD LE O -RING SULS PVC VAIN LINE OR SUPPLY NIPPEE \ EXTENSION. NOTES: ALL PVC FITTINGS HALL BETWEEN E THE MAINLINE AN>OU COUPLI NG VALVE SHALL RE EQUIVALENT TO TCK COUPLING VALVE 512L AT EXISTING WICK COUPLING VALVES: REVIEW MR ADEQUATE OPERATION, REPLACE VALVE IP NOT OPERATING PROPERLY; REMOVE AND REPLACE EXISTING 10' VALVE 7 BOX, REPLACE WITH 12' RECTANGULAR BDX, PANTONE PURPLE 5220 LID COLOR. QUICK COUPLING VALVE INSTALLATION DETAIL SCALD NOT M SCAR COLDER COUNTY TRANSPORTATION SHEET cowmDO PKRy & Numm SLID. INSTALLATIONDETAILS NO. GOLDEN GATEREMtrTlFICATlO.q M.S.TU LD -66 loc " NOTE: TREE /PALM BUBBLER REFERENCE GUIDE REFER TO PWlS POR BUBBLER ROW VOUME AND BUBBLER DUANnnES PER TREE ALL BUBBLERS SILL BE M— SEPARATE FROM O1NFR ZONE. SYMBOL DESCRIPTION BUBBLER QTY. ESTABLISHMENT FLOW RATE BUBBLER B TO BE INSTALLED ADIACENT TO PEINEIER. DO NOT INSraLL BUBBLER ON roP OF ROOTBALL, NElff ro TRUNK LL. Ni MAPLE, TABEBUTA SPP. (2) .5 GPM BUBBLER PER TREE. TREE OR PAW lEO TO BE IRRICA LIVE OAK (2) 1 GPM BUBBLER PER TREE. NULLN AS SPECIFlED. TO BUBBLER IDHNECIED TD DWG PVC PPE Wnll ADEQUATE BARBED F G. / ��- J( CRAPE MYRTLE (2) .5 GPM BUBBLER PER TREE. nNISH DRADE / / / / /\ // //� UATHROPHA (2) .25 GPM BUBBLER PER TREE. N 01 `41. SABAL /CABBAGE PALM (2) .5 GPM BUBBLER PER PALM. BUBBUINS PIPE TO EL000 BUBBLER INSTALL B' BELOW GRPDE ~y' A /� \ \ %\ / / /%\ TREE IRRIGATION W/ FLOOD // � ML PAUROTIS /EVERGLADES PALM (2) 1 GPM BUBBLER PER PALM. BUBBLER INSTALLATION DETAIL K.TS ALEXANDER PALM (2) 25 GPM BUBBLER PER TREE. BUBBLER NOZZLE DESIGNATION IS NOT SHOW IN PLAN VIEW SHEETS DUE TO GRAPHIC CLARITY ISSUES. REFER TO THIS GUIDE FOR BUBBLER DESIGNATION. / /[.GF�CG 4f TZCCOIXRtEC •,••••••• • ••w.w vn.n.FVn SHEET CORONADO PKH'Y. &HUNTER BLID. INSTALLATION DETAILS GOLDEN GATE BE40TIPA'ATION, M.S.T. U. LD -67 6 FINISHED GRADE SC REI CL RA 10C MAINLINE ROADWAY CROSSING BY DIRECTIONAL BORE FINISHED GRADE ---\ BACK OF CURB OR EDGE OF t• B.O.C. OR 8' E.O.P. ' CUSS 200 PVC BELL END SOLVENT A WELD PIPE TROUGH SLEEVE � SCH 80 PVC FLANGE. INCLUDE GASKET KIT, LOCATOR DEVICE REPEAT AT BORN SIDES. CLASS 2GO PVC GASKET PIPE 4S IRRIGATION MAIN OR SUBMAIN, ,A F DA. VARIES FOAM SEALANT EACH END OF THE SLEEVE. IRRIGATION SLEEVE SLEEVES SHALL EXTEND; B' FROM THE EDGE OF PAVEMENT AT VEHICULAR USE PAVED SURFACES WITH NO CURBING C FROM THE BACK OF CURB AT VEHICULAR PAVED SURFACES; 4' FROM SIDEWALK EDGE. IRRIGATION SLEEVE SEALING DETAIL N.F.S. RE—IONS & C)LUERCOUN7TTRANSPORTi1TION SLEET CORONADO PK97.. Q HUNTER BLVD. INSTALLATION DETAILS "a GOLDEN GATE BEAUTIFICATION. MIT. 11. LD -68 ANTCNNA -=— ENCUSURE WITH SOUR PANEL TRAY INSTALLATION NOTCS INSTALL PER MANUFACNRERS SPECIFICATIONS 14.1 /4' AND REQUIREMENTS. - �. '• - - ""- 10 5/8� CONTRACTOR S. VERIFY LOCATION ON SITE - -- WITH IANp$C"I AACNITECT R COUNTY IRRIGATION � PROJECT MANAGER 3/4' CONDUIT FOR USER CABLE/'MRES CONCRETE 'BANJO' POLL MOUNTING POST 3' TYP. MOUNTING HT. MAY VARY BASED UPON CONCRETE STAIN POST 'MEDIUM GREEN COLOR" 3/4' GROUND WIRE CONDOR SITE COMMONS I' GROUND ROO -10 OHMS OR LESS ' RESSTENCE TEST MUST BE PERFORMED REFER TO CONTROLLER DETAIL SHEET DETAL E -1 ELECTRICAL ENCLOSURE 'A' FOR GROUNDING DETAILS 3 /4' CONDUIT FOR INPUTS d OUTPUT CAB.ES/AMES RADIO PICCOLO XR CONCRETE POLE MOUNT KTAL FINISHED GRADE SC REI CL RA 10C MAINLINE ROADWAY CROSSING BY DIRECTIONAL BORE FINISHED GRADE ---\ BACK OF CURB OR EDGE OF t• B.O.C. OR 8' E.O.P. ' CUSS 200 PVC BELL END SOLVENT A WELD PIPE TROUGH SLEEVE � SCH 80 PVC FLANGE. INCLUDE GASKET KIT, LOCATOR DEVICE REPEAT AT BORN SIDES. CLASS 2GO PVC GASKET PIPE 4S IRRIGATION MAIN OR SUBMAIN, ,A F DA. VARIES FOAM SEALANT EACH END OF THE SLEEVE. IRRIGATION SLEEVE SLEEVES SHALL EXTEND; B' FROM THE EDGE OF PAVEMENT AT VEHICULAR USE PAVED SURFACES WITH NO CURBING C FROM THE BACK OF CURB AT VEHICULAR PAVED SURFACES; 4' FROM SIDEWALK EDGE. IRRIGATION SLEEVE SEALING DETAIL N.F.S. RE—IONS & C)LUERCOUN7TTRANSPORTi1TION SLEET CORONADO PK97.. Q HUNTER BLVD. INSTALLATION DETAILS "a GOLDEN GATE BEAUTIFICATION. MIT. 11. LD -68 10 11.1 RxISHEO DRAOE �' BELOW roP Y BD% FINISHED GRADE A' BELOW TOP OF BOX JUMBO VALVE BO% WITH %3230 PAN NE PURPLE 522C COLOR U0. vANrOxE PURNL WLDR w. �� !R uw "��� AIR VACUUM RELIEF VALVE AS IF IFIED. .•'..I •I INSTALL W ACCORDANCE TO NANUFACTURER SPECD"1!.ATgNS. PNESSNN RN16 VAIK AS SPEORFD. — 50LATON GATE VALVE TO BE USED AS CONNEEMN NSTA.0 Ix AIxoRDAxCE TO M�ISADr�R. SMCIFlUnoxs / Ij"F TO NR VACUUM RELIEF VALVE -TT ADO JUMBO VALVE BOXES OR E%TENSIONS A$ REQUIRED DUCt TAPE INSIDE k OUTSIDE !DUES DR EUILxwY AS REOMRED -I'OR D0 TAM —DE ! O—DE DEPT OFAAIN WE OR CASINO /SLEEVE BO% OVERAPS FOR DEIxx IF MNN UNE OR CRIxD/5ME\E D.fAlA3 INLET SIZED SCH BO PVC NIPPLE FROM TEE OUTLET TO VALVE INLET. TAPE FILTER FABRIC WITH DUCT TAPE 6' / 88 STONE . PROVIDE 2' W BETWEEN BOTTOM OF NLET AIID SCx b PK NPixf AW TEL DURST Tp 6' / Y STIX3E MD.�DE FIELD DETERMINE LENGTH. VALVE AND TOP OF STONE VALVE FILET. THE FILTER FABRK NM DUO* iAPF. . 2' fl.P I[TWEE3i BOTTON OF p NON -WOVEN FRTERR FlARRC•bt�xOVERI� � DELD KIFAIIIIE LENDM VkK /ND IIIP ei STONE . BOX WIM DULCTT Tx NOW -N)KH FILTER f ATTACx Tp vALK BRICN SUPPORT, TAMP AND LEVEL EQusl CO BON TWIN DUDE TAPE PROIDE A' p ONE AT EACH CORNER. S tIIW`s VDIV! lRw ATm µp Lfrt1 M!O IRRIGATION SERVICE LINE OF FITTING WITH INLET SIZED OU !T Inches ONE AT EACH —=. Eq. 5 *Ines vaH! Ila. IRRlcni W SERWCE LNE DIP DTIRIG M1111 INI£T 9IE0 WRET ti I—h.. IRRIGATION SUPPLY LINE pRIDAigN SUPPIr UNE INSTALL IN ACCORDANCE RESSURE REU6 vALK TO LNNUFACTURER SPECIFIGARONS. IT NSTALLFD IN FASIAdI, NSMLL N ACCMDNCE ro WNUFACNRER SPEIDTTgTDNS, MAIN LINE AIR & VACUUM RELEASE VALVE MAIN LINE AIR PRESSURE RELEIF INSTALLATION DETAIL VALVE INSTALLATION DETAIL N.Y. /ILGE.yCC OF J'CQQOCGQL'CC .................... .....n.. vA. SHEET COEO,NADO PK9'Y.. & HUNTER Buv. INSTALLATION DETAILS GOLDEN G.{TEBF-4tfTIFICATIO,V, M.S.T.0 LO -69 YAIK BO% AS SPEOFTm NEE . BO% E %TENSONS xEEOm IF DEEP TRExae .UT PYC SST RL A: NI anET ro GRAVEL soup. scN.XO PYG sT —.1 SZE TO UNE k X,ETS - MANUAL BATE VALVE AS E AT 0.03E TO SALT WAT RRIGABON SUPPLY UNE . TO PLAIN FOR UNE V. PAYPS FOR $TABUTY AT ALL CORNPs - —1.1 NON- 00OVEN FlLTER FABR TO— 0 BOX WTx PICT E A A' OVERLAP gtAVEE SNP " NW DEPTH , PRONDE OAP TW BETWEEN '0" OF GRA AND BOTTOM OF ASSEMBLI SUBMAIN BLOW OFF INSTALLATION DETAIL N.T.S. 10 C JUMBO VALVE BOX AS SPECIFlED. AM, JUMBO VALVE BOXES OR \ ETENSIOW AS REOWRED FOR OEPTH OF MIN UNE ON —/SLEEVE . - — TAPE INSIDE BOX OVERLAPS. UNE SIZED GATE VALVE WOH RANGES CONNECSONS. GATE VALVE NOT REQUIRED, AT CASNO/SLEEVE IDGTI0N5. SCH SO PVC FLANGE. INCLUDE GASKET %R IRRIGATION SUPPLY K CONTINUOUS OR" SUPPORT TAMP AND LEVE1�1111 �p0 TAMP .w0 LEVfl BB STONE. P—DE 2' CAP BETWEEN p TROY OF VALVE AND TOP OF STONE. ATTACH NON -WOVEN FlLTER FABRN: TO VALVE fi0% WON 13— T DUCT TAPE ,PROVIDE A' OVERLAP MAIN LINE ISOLATION VALVE INSTALLATION DETAIL CORON.dDO PKWY. & HEATER BLI D. GOLDENGATEBEAI71FIC4TION M.S.T.U. N.T.S. INSTALLATION DETAILS Na' LD -70 loc "I Proj.ct CIMONADO PARKWAY CASNGBCHEDULE t NTE Pm I°a HURBOULEVARDCA&MOSCHEWLE Me:QVlOt0.0YA10: .. TO B1CNl6FION0 M®p1N M�ROVFNENT PIA16 FOIL C0.81N6IN3TAWTONS. ... eCH®LlE FDRIRROAIIGNfFOIMAl10N PlRV01® ?w..oi2bq vx18 ON.Y..... ..... �aeim BRlx®IltiaMmlNl wllov6�ert FLUn rwewlNOlwilLUmxE. aCNEWLE PoIt IRRwi'Iwi wFaRLY}pM..FUpoEO aNiY.' HOPE I­-I HWE L RW pPE i0b bll0 1NPE Y01a E+mb9/ BOre Mwmr Bow DnNm A SmOm Mxnbr Bme lnel4m TCix LF. •/ TDE LP .4 TUx LF.. /- EvlNib/ T Nmuxtl B9n UU Ew.R; RRM' L M,VwU.]EIYyI¢ }NC '.ODIIONILOO EW.Kl. PARlIWAY RIPR XOP O MRN&A _ 1 2 W Np 10.3 RLbNY. RL 1.8010.E bN]B.ER M M % % PR PR —E LIAN U L DW.a L2R mOH4a .I1R LRURE wECwc LRUIE wEL(11C 9 W N b N �1p ELTRC R }43LL bwwl ].TLL FR 1 bN J M 11 P W 4 }LL mM01.1 ].]LL .tIS SIR pPE MM WE N bN01. 0. R F012gb).214J M 122 PR PR p HL➢E ULN tIS SIR uTERR 0 p WE b 2 le .N 0.)R amzRro • 6]R M M 122 R2 PR PR HDPE SO1p U R1L F I`EE •N2 SIR ae 42LL FuttlR wecfRic 10 11 WE .8&]22 RL b5.9&322 RL 322 b8 M M00 100 PR RAeM9 XOPE M 127 M uIERL uERR 12 13 WE .W. 22RLbw9& 22RL .SILL b1N fl. AL N tp PR PR 501p FI2NIE ELECIRC LILLbIN3143 F9RpE ELEORSC II WE N 8 ILL b 11.pfl.Rt N ib PR SCXp FUTURE ELECIRC M.IR x.RSY FMBE wECRRC 15 WE II.]0.2&9Rb23•)]A&T R N 111 PR HlY MAN tMRS46LL b1i1.T2032R 1WE 18 1] WE WE INR219R b23• .86]R 2..11.91)LLIOn.31.) 16LL M M 111 118 PR PR SO,. HOPE FUNRE gECR91C Nlw 6X1.46LLm1. MPp 1. 18 WE WE 11. ]. LLt9 n•]1.]15LL 3N11.917m !31,]1. LL M m 118 118 PR PR HDPE 9IXp IAIEML EIF_CIRIC. as SlLLmtls.Ye 6iR as SBLLbM.Me 68R MPE IdE 20 21 Nd N-9 . U.lo .2& . LL n•J1.)1 &LL to .14 .2LL M-RW- ..1E p R PR SOfp LILH ME R FLLRMELElEOIRC II WE 90.31.38 Olt b31.]2p 8AR b31. R M M 1p 1Q PR PR —E 801p 1MH FUJUEELECiRC R PR 21 2E 1e WE WE WE 35• B 1. LLb9)•N.1 &2R. %.Ilp SELLb T.I1.1 62 RL 3'Ftlp 1SLLb •liA &2R. M M M 169 181 18] PR PR PR XOPE XWE _Q MRH IATERLL gECR}C �I.1R ) 2)4 EIECixC wECTOC Y• .-ft &1 M 1 M 121 ?e WE JMEl6 BR b9B•.fl88.1 !& N 120 PR SOIp FUIUPE 1bE uTERRI 0'. L. P Lt 19 1L. R. M 198 PR FIP 4NWT4 FUNRE ELECtPoC PR H[PE IAIEML ^w Ids T WE 13•n.128LL1o1ME4119 R. M 138 PR X�E TERAL E ulERlt 32 WE PA 2BLL lelNE&10.p A. M t>0 PR $01p gEGRtC LL 1OPE uIEML TOTALS: 1980 tp3 FNLIFE w E ll. .! LL W OU P XRhY- WqY .ALL M_ al wEe]. PRJ xYEOMX RRY-RxRR-0 y (REFER TO ENGINEERING MEDL4N IMPROVEMENT PLANS FOR CASING INSTALLATIONS. SCHEDULE FOR IRRIGATIONINFORMATION PURPOSES ONLY) REVISRN, COLLIER COUNTY TRAMPORTAVON SLEEVESCHEDULE iHEET N6 CORO ADO PKTrY. h HVA7FR BLID. GOLDEN GATE BEAUTIIFICATION. AI.S.TU _ LD -0t 10 IRRIGATION CONTROLLER SCHEDULE- CORONADO PARKWAY RECOMMENDED OPERATING SCHEDULE AND WATER USE ESTIMATED PLANT ESTABUSHMENT DEMAND. ESTIMATED ESTABLISHED PLANT DEMAND VALVE VALVE STATION I ZONE VALVE APPLIED PLANT IRRINET STARTTIME RUNTIME END TIME GALLONS DAYS TOTAL IRRINET STARTTIME RUNTIME E:NDTIME GALLONS DAYS TOTAL No. LOCATION N. TYPE GPM IN/HR. TYPE PROGRALIV HOURS MINUTES HOURS PER RUN PER WEEK GALLONS PROGRAM HOURS MINUTES HOURS PER RUN PER WEEK GALLONS P3 -01 Median SO S9' W. of E Med. End 9+32 SPRAY 45 0.89 55 /HP 1 12:00 AM 0:20 12:20 AM 900 3 2700 1 12:00 AM 0:20 12:20 AM 900 1 900 P3 -02 Median 30 59 W of E Med End 9+32 BUBBLER 15 NIA TP 2 12:20 AM 0 25 32.45 AM 375 3 1125 2 12:20 AM 0:10 12:30 AM 150 1 150 P2 -03 Median 9 574 W of E Med End ,37 15 SPRAY 38 1.1 OG 3 ,12 45 AM _ 0 I8 3 03 AM 684 3 2052 3 _...... _.... ....... .. _.... 12:30 AM 0:15 12:45 AM 570 1 570 PZ -04 Median 9 574 W. of E Med End ,17 15 SPRAY 42 1 1 WS 4 1 03 AM O:18 1.21 AM 756 3 2266 3 AS AM 0:15 1:00 AM 630 1 630 P3 -05 Median 9 574'W. of E Med. End 17t3S BUBBLER 65 N/A TP 2 1:23 AM 0 25 1:46 AM 1625 3 4875 2 1:00 AM 0:25 1:Z5 AM 1625 1 1625 P2 796 Median 9 574'.W. of E. Med. End .17+15 SPRAY 36 039 WS S 1A6 AM 0:20 2:06 AM 720 3 2160 1 1:25 AM 0:15 1:40 AM S40 1 540 P2 -07 Median 9 S74' W. of E Med. End ,17+15 SPRAY 3S 0.89 HP 1 11 2:06 AM 0 20 2:26 AM 700 3 2100 1 1:40 AM 0:15 1:55 AM 525 0 0 P4 -06 Median,?. 212' W. of E. Med. End .28 +36 SPRAY 12 099 PS /EP 5 2.26 AM 0:20 2:46 AM 240 3 720 1 1:55 AM 0:15 2:10 AM 160 0 0 P4 799 Median.? 212 W f E. Med. End 28 +36 BUBBLER 21 N/A TP 2 2:46 AM 0 25 3.11 AM 525 3 1575 2 11 1 2:10 AM 0:25 2:35 AM 525 1 525 P4 10 Median 7 212 W of E Med EM 28 +36 SPRAY 28 3.1 HP_ 4 3:11 AM 0:18 3:29 AM 504 3 3512 3 2:35 AM 0:15 2:50 AM 420 0 0 P441, Median 7 ed 212 W. of E M. End 28H6 SPRAY 12 11 WS 4 .329 AM 0:18 3:47 AM 216 3 648 3 2:50 AM 0:15 3:05 AM 180 1 180 PS -32 Median 6 18, 8' W. ofE Med. End -34112 SPRAY 35 0.89 HP 1 3:47 AM 0:20 4:07 AM 700 3 2100 1 3:05 AM 0:15 3:20 AM 525 0 0 PS-13 Median 6 188'W. of E Med. End � 34+12 BUBBLER 30 -N /A TP 2 - 4:07 AM - 0:25 4:32 AM 250 � - - 3 750 � - 2 _..A _.. 3:20 AM -- - 0:25 3:45 AM 250 - - 1�� - � 350 P6 -14 Median 3 24' E. of W. Med. End 44+60 BUBBLER 15 N/A 'T 2 4.32 AM 0:25 4:57 AM 375 3 1325 _2 3:45 AM 0:25 4:10 AM 375 1 375 MIS Median 3 24'E of W. Med. End 44+60 SPRAY M 099 SS /HP 5 4:57 AM 0 20 5:37 AM 720 3 2160 1 1. 4:10 AM 0:15 4:2S AM 540 0 0 :IRRIGATION APPI 1 l§ ION....eTA : TOTALS: 9290 .. 27870 7935 5745 rwr . ir- Lr.lrvD,w�- wuDUT.SNRUIU, ss- SVCClAEN7 SHRUBS HP-HERBACEOUSPERENNL, OGORNAMENTALGRASSES,EP- EVERGREEN PERENIAL, PS-PALMAESHRUB .ACREAGE TD IRRIGATE 91 /- a4 (1 ARCS INCH OF WATER EQUALS 27,15429 GALLONS + / -I DESIGN MAXIMUM FLOW: 150 GPM ® 60 PSI ' RNG"INI SOURCE 8' WELL WITH 10 HP PUMP STATION, IRRIGATION CONTROL: COLLIER COUNTY MOTOROLA CENTRIC MASTER CONTROL SYSTEM: .... .. ., ... ._ .,.0 .., ..., ....... .. .. 120 DAY ESTABLISHMENT W EIXLY APPL"TION RATE 90 TO 1 NCH PER WEDC (t/ I .. - _... ESTABLISHMENT ESTIMATED WATER USE: ( 1 INCH t/- PER WEEI(I27,870 GA1.X37 WEEKS= 1,031,190.00 GALLONS PER YEAR ESTABLISHED WEEKLY SUPPLEMENTAL APPLICATION RATE: 1/2 INCH ( + / -) PER WEEK FOR ES7WIATED 37 WEEKS PER YEAR ESTABLISHED CROP ANNUAL gnMATED WATER USE 5,745 GAL K 37 WEEKS = 212,565.00 GALLONS PER YEAR IRRIGATION SYSTEM OPERATION RE[OMMFNDTIONS ;PLANT MATERWSSIICH AS CROWN Of THORN COONTE, SPIDER LILY SAW PALMETTO DWARF BOUGAINVILLEA, CABBAGE PALMS : '' PAUROTLS PALMS A WE OAKS AFTER ONE YEAR ESTABLISHMENT PERIOD SHOULD REQUIRE NO ADDRIONAL IRRIGATION, EXCEPT IN EXTREME PROUGHT. RNGATION ZONES AND EVEN SPECIFIC SPRINKLER HEADS MAY NEED TO BE CLOSED DOWN IN ORDER TO PROVIDE NO IRRIGATION WATER TO ESTABLISHED PLANT MATERIALS LISTED ABOVE eEVlslons /:_ it COLLIER COCIN77 TRANSPORTA7701V SHEET 1 T CORONADO PxRT & HOA 'ER BLVD. OPERATING SCHEDULE N6 GOLDEN GATE REALTIFKATION. ALST.U. LD -72 10c IRRIGATION CONTROLLER SCHEDULE - H ... ._....._._ __... RECOMMENDED OPERATING SCHEDULE AND WATER USE ESTIMATED PLANT ESTABLISHMENT DEMAND _.... _.... _ ESTIMATED ESTABLISHED PLANT DEMAND VALVE VALVE STATION ZONE VALVE APPLIED PLANT ■IRINET STARTTIME RUNTIME END TIME GALLONS DAYS TOTAL IRRNET STARTTIME RUNTIME ENDTIME GALLONS DAYS TOTAL N. LOCATION N. TYPE GPM IN/HR. TYPE PROGRA HOURS MINUTES HOURS PER RUN PER WEEK GALLONS PROGRAM HOURS MINUTES HOURS PER RUN PERWEEK GALLONS P7 -01 Median 3 282' N. o(S. Med. End 9+81 BUBBLER 2t N/A TP 2 12:00 AM 0:25 12:25 AM 600 3 1800 2 12:00 AM 0:20 12:20 AM 480 1 480 P7 -02 Median .3 282' N. of S. Med. End 9+81 SPRAY 86 089 HP 3 12:25 0:25 12:50 AM 2150 3 6450 3 12:20 AM 0:10 12:30 AM 860 0 0 PS -03 Median 5 47'N. of S. Mad. End 15+78 SPRAY 27 089 WS/PS /HP 4 12:50 AN 0:20 1:10 AM 540 3 1620 4 12:30 AM MIS 12:45 AM 405 0 0 P844 Median 5 82 N. of S. Med. End . _... 16+13 FLUSH 10 N/A N/A 1 1:10 A 0:10 1:20 AM 100 3 MO 1 12:45 AM 0:15 1:00 AM 150 2 300 P9 -05 Median 6 1776' N. of 5. Med. End 22+92 SPRAY 50 11 WS 4 1:20 AN 0:20 1:40 AM 1000 3 3000 4 1:00 AM 0:25 1:25 AM 1250 1 1250 P9-06 Median 6 1776' N. of S. Med. End 22+92 SPRAY 50 1.1 OG 5 1:40 AN 0:18 1:58 AM 900 3 2700 5 1:25 AM 0:15 1:40 AM 750 1 750 PIC -07 Median 6 1776'N. W S. Med. End 22+92 BUBBLER 67 N/A TP 2 1:58 AN 0:25 2:23 AM 1675 3 5025 2 1:40 AM 0:15 1:55 AM 1005 1 1005 P9 -08 Median 6 1776' N. of 5. Med. End ,22+92 SPRAY 50 1.1 OG _ 5 2:23 AN 2:41 AM .91.0.0 3 2700 5 1:55 AM 0:15 2:10 AM 750 0 0 P9 -09 Median 6 1776' N. of 5. Med. End 12+92 SPRAY 21 089 WS /PS 4 2:41 AN 0:20 3:01 AM 420 3 1260 4 2:10 AM 0:25 2:35 AM 525 0 0 P11 -30 Median 8 1146' W. of E Med, End 35+33 SPRAY 12 .099 WS /PS 4 3:01 AN 0:20 3:21 AM 240 3 720 4 2:35 AM 0:15 2:50 AM ISO 0 0 P71 -31 Medan 8 1146 W. of E Med. End 3, _ �/ TP_ 6 .... 3:21 A ... .... 0.18 3:39 AM 3296 _..._. 3 3888 ... _. _ 6 2:50 AM 0:15 3:05 AM 1080 0 0 __.._A ............ P12 -12 ... Medians , . 1146'W. of E Med. End 3531 BUBBLER 46 _8q 2 3:39 AM 0:15 4 4:04 AM 1150 3 3450 ..... ...... .... _ _ 2 3:05 AM 0:15 3:20 AM 690 1 690 P11-13 Median 8 -- 1146'W. of E Med. End 35.31 SPRAY 23 11 WS 4 4:04 AN 0:20 4:24 AM 460 3 1380 4 3:20 AM - 0:25 3:45 AM - - 575 1 - 575 P11 714 Median 8 1146' W. of E Med, End 35+31 SPRAY 29 11 OG 5 4:24 Al 0:18 4:42 AM 522 3 1566 5 3:45 AM 0:25 4:10 AM 725 1 725 P33 -15 .... Medan 9 Median _. 71 W (E Med. End ... 42+65 BUBBLER _._E 15 N/A ... .. TP ...... 2 ... 4:42 A ...... 0.15 5:07 AM _... 375 .... 3 1125 2 4:10 AM 0:15 4:25 AM 225 1 _._ 4:2 _... _...5 P33 -16 Median 9 171'W. of E. Med. End 42+65 SPRAY 51 089 HP 6 5:07 A 0:20 5:27 AM 3020 3 3060 _225 6 4:25 AM MIS 4:40 AM 765 D 0 - IRRIGATION APPLI&MN DATA TOTALS: 13348 40044 10415 6000 - awn �r -�a IrA�nu,.w uT SnnuW 55-S UCCULENT5HKUBS ,HP-HERBACEOUSPERENIAL, OG- ORNAMENTALGRASSES,EP- EVERGREEN PERENIAL ,PS- PALMAESHRUB CREAGE TO IRRIGATE 192 + /- at', (1 ARCE INCH OF WATER EQUALS 27,15419 GALLONS+ /•), DESIGN MAXIMUM FLOW: 150 GPM @ 60 PSI IPoGATION SOURCE r WELL WMi 10 HP PUMP STATIONS IRRIGA7XTN CONTROL: COLLIER COUNTY MOTOROLA CENTROL MASTER CONTROL SYSTEM 20, DAY ESTABLISHMENT WEEKLY APPLICATION RATE. 90 TO 3 NCH PER WEIX (+ / -) 7TABLLSHMENTESTIMA7EDWATER USE:(1NCH /PER WEEK140,0449AL. X 37 WEEKS= 1,481,62840 GALLONS PER YEAR - -- LTABLISHED WEEKLY SUPPLEMENTAL APPLICATION RATE 1/2 INCH ( + / -) PER WEEK FOR ESTIMATED 37 W EEK5 PER YEAR '. TABLLSHED CROP ANNUAL ESTIMATED WATER USE: 6,000 GAL. X 37 WEEKS= 222,000.00 GALLONS PER YEAR IRIGATION SYSTEM OP RATION RF OMM NDTIONS ANY MATERALS SUCH AS CROWN OF THORN, COONTIE SPIDER LILY, SAW PALMETTO, DWARI BOUGAINVILLEA, CABBAGE PALMS,. .... .. .., .. ,... _ ,., ., ..... .... .. .... .I,. _. 4UROTLS PALMS & LNE OAKS AFTER ONE YEAR ESTABLISHMENT PERIOD SHOULD REQUIRE NO ADDITIONAL IRRIGATION, EXCEPT N EXTREME DROUGHT. RIGATION ZONES AND EVEN SPECIFIC SPRINKLER HEADS MAY NEED 70 BE CLOSED DOWN IN ORDER TO PROVIDE NO OOUGATK)N WATER TO ESTABLISHED PLANT MATERIALS LISTED ASOVE HL COR ONADOPKIVY. & NL417ERBLVD. OPERATING SCHEDULE GOLDEV GATE BEIUTIFr.4T1OXA1.S.TTT. 10C mv GOLDEN GATE BEAUTIFICATION M.S.T.U. CORONADO PARKWAY & HUNTER BOULEVARD Location Man COMPONENTS OF CONTRACT PLANS SET MEDIAN IMPROVEMENT PLANS LANDSCAPE & IRRIGATION PLANS —In Of EACI COM—E.T INDEX OF LANDSCAPE & IRRIGATION PLANS ury rerae!eT NY3 / IM TABAATp a* iIYT ?x5 IM aEp61L I6IANATp grFt 14. , uyw .,.rEn .vwevwro ,..orwnE nws ur-s 73ANli lY.w 3Pesxrwro uav M,MTp IfEE1D / IABAATp P gIMT]r1E3 1411 / 14.a LAVl1ta MMMI ee3eMTp N]-II / 14! IexIG axNEYA1C Mxelp NTO /elaaTp A0r6 IDi / NFdE e1pTp n! SEA Tp oET, I40 D7 AIkylEa ZaFr- I4e1 / Ip-lo ersrAUAro aTnns f4n 51QK SDEI]aL 147t /1473 a•OGTi �E.a£ cotiler county Props x e5001o712D Project Preparation Date: .Tune 2D10 Coronado Parkway Design SpeedlPosted Speed: 35 Mph Hunter Bou... Design Speed/Posted Speed: 25 Mph Prepared for: Collier Board of County 3301 E. Tal Naples, Fk Coordinating 239 -77 County Age—:Traffic OP. Alter.. Trensporta Darryl Ric Project) 2885 South Nr Naples, FN Design 239 -25 Consultant MCGN 8 Landscape 5079 Tamil Naples, F 2394 mcg-, �` RstMItM [880]834.4710 awr.mllwnsttme.mm LANDSCAPE & IRRIGATION PLANS PROJECT MANAGER I Darryl Rlchnrd, RLA, MSTU Un1J7Y CONTAOT REFERENtEb: Fb,de Power 6 Light Cwnpry 5910 E.MW P F am 100 Carl, brba 32166 Traq Skm (6mIB6s966s Gml Pale Time Werrr Ctlle of Npba tfi1060 6W Negea. F1 .11 t6 (2391656 -23fi3 Kim Jordod owrlcwamw��pr 5651TN 5 Oemer. Cp.30202 (600) 233J237 USM McVO Oervnr Oae 24 pn Telecom, LLC ] Prddudbn Gmk Bmid Sprirq•. FL 31136 (239)32si10s 3W 3860 Pm•Pec1 Ave. IhrR 101 Nepbe. Fbrba N101 Mr. Brn (239)26362]6 1- We9w Tl- Severn RW 6ervbea 11.3Crw FIIL l ] Napbe, Fbrba 3.116 I e 123916561583 br County � T— Oper — 6eao p.wa Bya 31 r, bFbrida 1 Td 06 ud R i emimz (23g)n• a9z6 Cd•er C...ly PueIb WPIM T-1 Erl Ng H N•PbeeFbrlr 361 W Jacq "R. JoM•od (239)732 -2571 e calemae CIy of Nadb• 5101 Gu 330 r., F1.Cy 5101 MN—FL -680 (239) 2 Fl 712 FL Lrderdae. FL 33309 (239j 213J]12 (956)653.0BN score —Ny 60V coar9y 9bee• a Loceres 60278eA 51. NIka. FI.36rw (238) 50— P.9 PREPARED BY ?i%Cfee & o%ociated Lar1e.�.P• Archle.�eMTe m z Q ^J LL z 0 U L7 z 0 U CD 0 w `a Teu . w� IFISCALISHEE7 SHEET SHEET � w 14 60 44 G� m Q Of Q a. O] 22n PLACE z a V1 3r 0- 0 Y N 3 U J Q 0- a U K WK C N N 10 o too 5w Feet a�9 d AVENUE SW 912 g VI ` iEMrd CSOµ RT ST Q Q CORONADO PARKWAY COLLIER COUNTY TRANSPORTATION COROMIDOMIT.. a HUNTERBLt -v. PLAN SHEET LA YOIJTAMP GOLDEN G4 TEBE4LTIFICATION Af.S T.0 i z° Q J �g z� ED U Q� I— g Z � y i__) 3p r yi c:> 3 CD [� SHEET N6 LD-2 :Aq 10C .". 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CYCESSAEN ROTBWYD AS NOXAT ®N TMF GRA[ES AYO STpNVnS SIGLL K5D YFM' b CYCLV6 a pYYNNS ROOTS 5/NIL Y °u, eI Cler SqY f�fal! /dwV Crn«N U PRESENT a TAE PoOT NM1ETHER PUNrz AY NNrAKR l'/EYX M /ELD fNpN RTEN YlMYO ro rMf PHDIECI SRE. _ • r SK NI PYArYNN MAAW prpn SPeNI l5 YM K Ar Iw vEOAw I MD R. Of F AI Ax max 2'Y L T T WrIAMW DI «rwwn Yard ✓ WYIeAYwIN ambrW hr pryy MIraIM R YYMYaNN YrAN IHrRONY CArrwcx \ 1. TNftt uYLacArc AItl pNKATd PIAaS HAK YEN DEKIMYU a CENEML Cp1a1/ARf I/M lY COLLIER fDHYT SaEETSCNE NASTa PLANS YA£ML MTENr T J -E. ld n. YM. fry frNN ANN Tpp Y«M nrltwAV arrmq - 6 R. Irm IrdY Axw O O AMO N coYNNCrd YITN TY OTLLRA DAWN STAFF AAO pTMa APPLCABLC fLA.T STMNA,rpt, ¢1aS R.W NtlMAATfS WYERYK RMLWp YAfRrGTd PAWfLrz. R� /Yr/m'RY C/rrMn - N n. /row IrYiY M'w, p ITxn NwHNmlvm Imx r rYN SxnN - S n. �--. d E 1-7r . . ............ I/GGFfCI. EX TCA7QOL[IKGQ •,••••••••••••,••••'•aa aa..,r.w vunaa,.r♦ H �;Y•.'::S� conaNworxnx�eurnExsu�. GENERAL INSTALLATIONNOTES �`�� �a��� GOLDENGPI7EBEAUTIFIG1710N , MS.7.U. IOC 30 15 0 30 SCALE 'i EK2 PE 97 3 B - BT — B 2 -- _` --------------- - -- -�� O CJ Z CIO (Z' 1 35 - .......... .... __..__ . cr0 0 "EGIN PROJE T _ O r AL Ti STAGGERED ROWS a STA. LANE �- ti pH r Median 14 U V) 0H - - -- - -- --------- - - - - -- F � atk a U OH i O i O L A N D S C A P E I N S T A L L A T I O N N O T E S 1. FRANGIBLE AND NON - FRANGIBLE TREES ARE REQUIRED TO MEET THE MINIMUM 6 FOOT HOR IEONTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BY CURRENT STAMDAWOS. E. NO LARGE TYPE TREES 00 PALMS SHALL BE INSTALLED WITHIN J FOOT OF A N INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN S FT. OR ON TOP OF THE MAIN LIME IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A I FOOT DEPTH. S. THE FIRST AOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMUM OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FAD THE CURBIM6 THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 4. ALL TREES AND PALMS SHALL HAVE A N FOOT MIMIMUN RADIUS Of MULCH ANDUND THE TNUNK. NO SHRUBS OR GRWINO CARERS SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SMALL HAVE THE FIRST ROW OF PLANTS OFF THE HACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE S' MIN.I ANO TO THE SPECIFIED ON ­ SPACING ALONG THE MEDIAN. TAC REMAINING INTERIOR PLANT ARMS SHALL THEN !!E SPACED TO BEST ACCOMMODATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLAT ADWS SMALL BE LAID OUT IN A TRIANGULAR TYPE SPACIM6 /PATTEAR. 6N A MINIMUM TWO FOOT WIOE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF TM FIRST ROW Of PLANTS AND TIE BACR OF THE CURNIA0. T. THE LANDSCAPE ARCHITECT AMDMR PROJECT NANAGER SHALL APPROVE THE nANTIAO LAYDUTS PRIOR TO PLANTING. COLLIERCOUNYTIRAWSPORTATTON SHEET c cosontaDOFana-.altc-NrERBtrD. CORONADOPKYLANDSCAPEPL" NO. GOLDEN GATEBEA(MFICATION, AfS.T.U. LD-6 PIOPoSED CANOPY TREES PROPOSED MATERIALS SCHEOIULE STY. 65 PROPOSED PLANT QUANTITP ARDiDR NE16HT - - MF AL CLEARANCE SETBACK _ -- LIMIT CLE PROPOSED FLOWER/N6/ - L/Y!T OF CLEAR S /6N! LINE FOR 1161S ACCENT TREES LIMIT OF CLEAR Sl6NT L,ME ������//� y1F' + PROPOSED SHRUB AA'DAR PROPOSED PALMS O ® GROUND COVER BEDS. PATTERNS VAR/ES O ��TT ((//�F ARCHITECTURAL PAVERS (EX. SEE ENO. PLANS) COLLIERCOUNYTIRAWSPORTATTON SHEET c cosontaDOFana-.altc-NrERBtrD. CORONADOPKYLANDSCAPEPL" NO. GOLDEN GATEBEA(MFICATION, AfS.T.U. LD-6 4 t7 x H 01 u, 30 15 0 30 SCALE ._.__...._... ........___. -� -B -T ....� _...- -- .� ` 'c-- ------ ------ - -- - -- - L►`'°c------------- .. Median l3 TURN LANE. — _I. 10 3 i I ,� W 4 +00.00 5 +00.00 i ..._ T —..._ BT B BT —..._ BT .�...B�T ==-B H7" B. rr B Y — ......... B T —� B T - -_ <---- ----- --- -- -- -- - ' -- -- 7--- --- -- - - - - - -- - - -- CORONADO PARKWAY Medlan 12 Z m _ _ [i7 Q w J ._ H CL ' — — + Z PLANT 2 STAGGERED RO m4 J ALONG TURN LANE _ to 0 U _ - --- - - - - -- -- - ------ - - - --- � ____ ____ __ __________ _________ -- --- --- --- --- - --- -� - -- - - - - -- -- - -- -- ----- -- - - -- � ............ Z t ¢ PE BF 0 Lo 7 170 U Lo CD BF PE II 60 2 i L A N D S C A P E / N S T A L L AT I O N N O T E S 1. FRANGIBLE AND MON- FRANGIBLE TREES ARE REDO IREO TO NEST THE VIM— 5 FOOT WRIZOMTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED W CURRENT STWOAADS. t. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A t1 INCH OEPTX IM'GATION IN LINE. IF LAAOE TREES ON PAWS ARE TO BE PLAATED W /iN /N J FT. OR ON TOP OF THE NA IN LINE IT SHALL BE ENCASED WITHIN A SCH NO PVC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST RON O/ PLANTS ALOM6 THE BACK OF THE CURBING SHALL BE OFFSET A MINIWY OF THREE FEET OFF THE BACK OF THE CURSIND. PLANTS WITH ON CENTER SPACING GREATER THAN THREF FEET SHALL OE OFFSET PROP THE CURBIHO THE SAYE DISTANCE AS THE OM CENTER SPECIFIED SIAC IND OF THE PLANTS. 4. ALL TREES AND PALMS SHALL HAVE A M FOOT YINIM/M RADIUS OF WLCH AROUND THE TRUNK. NO SHRUBS OR GWUMO COVERS SHALL SE PLACED WITHIN THIS WLCN AREA. 5. ALL SHADW AND DROUMO COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IJ' MIN. AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE REMAIN /W INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST LCOMWDATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT /N A TRIANGULAR TYPE SPACING /PATTERN. 6. A MINIIUM TM9 FOOT WIDE WLCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSICE EDGE OF THE FOLIADE OF THE FIRST ROW OF PLANTS AND THE BACK OF THE CURBING. T. TIE LANDSCAPE ARCHITECT AA'ONR PROJECT YANAO- SHALL APPROVE THE PLANT ING LAYOI?S PRIOR TO PLANTING. COROAADOMT.& ffU2VMBLTD. I CORONADO PKY LANDSCAPE PLAN GOLDBNGATEBEACTIF7CAMAr,, AEST.U. S.EET N0. LD-7 JC PROPOSED MATERIALS —LE -M. CANO% TREES 63 PROPOSED PLANT WAMf ITT AND/OR HEIGHT - hoR /cum, CLEARANCE SETBACK — _ _ _ LIMIT PROPOSED FLOWERING/ - LIYIi OF CLEAR S/GNf LIME FOR SI6N5 ACCENT TREES LIMIT OF CLEAR SID1 LINE + �• ���//�J j; PROPOSED SHRUB AND/OR PROPOSED PALMS yO O ® GROUND COVER BEDS. PATTERNS VARIES (�'� ARCHITECTURAL PAVERS �SSrdJ fEX. SEE EMB. PLANS) COROAADOMT.& ffU2VMBLTD. I CORONADO PKY LANDSCAPE PLAN GOLDBNGATEBEACTIF7CAMAr,, AEST.U. S.EET N0. LD-7 30 15 0 30 SCALE 3 BF vi 6+00.00 "1W ' 00.00 8+ 0 T OH .:_.... _`..._._.... .... ......_ OH 0H �H H B.- - BT',-- BT _.. ' - --- - -{--- - -- ---- ------ -- --- --- --- - -- -_ - -- -._ a-------------------- - - - - -- -- n Ion 12 T Medlan 11 x - r• a a .r► .rr r�r i_�T...'r..r n a PLANT 1 ROW d y 0—� ALONG TURN LANE _ - - - - -- - - - - -- �--- - - - - -- _ sPE DB AF ' PE �2 2 52 1 1 SB 11 LANDSCAPE / N S T A L L A T l O N N 0 T E 5 I. FRANGIBLE AND NON-FRANGIBLE TREES ARE REQU'RED TO NEST THE MINI.. G FOOT RORIDONTAL CLEARANCE N THE MEDIANS OR AS PERMITTED m CURRENT STANDARDS. P. NO LARGE TYPE TREES OR PALMS SHALL W INSTALLED WITHIN J FOOT OF A E1 INCH DEPTH IRRIGATION MA IN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE PAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 PYC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST I10W OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A YINIWY OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE SANE DISTANCE AS THE ON CENTER SPEC /f/ED SPAC ING OF THE PLANTS. 1. ALL TREES AND PAL NS SHALL HAVE A 4 FOOT YINIWY RADIUS OF WLCN AA011ND THE TRUNK. NO SAROBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS WLCH AREA. 5. ALL SNAUGS AND GROUND COVER5 PLANTING AREAS SHALLLHAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LA 10 OUT TO THE -INC OFFSET O/ST E ' u'U.I Axe TO THE sattlF'm nu r£xi£a 2 WEEN THE OUTSIDE EOCE OF THE PLANTING LAYOUTS PRIOR TO 10 * of -- - - - - -- ------ - - - - -- - AF DB PE 0 1 47 2 U CD n o {"I�Cnj PROPOSED MATERIALS SL•NEWLE STY. PROPOSED CAMOW TREES Gy PROPOSED PLANT QUANTITY AROMA HEIGHT Al —..- _____ _____ >' W - - - - - - ---------- - -- - - - - -- �- - a > + PROPOSED SMRVB ANDNR PROPOSED PALMS O ® GROUND COYER BEDS. PATTERNS VARIES CORONADO PA AY .- -- RS " SB Medlan /0 n 0 12 x z �—�. Ex. GUARaeAIL i o r Q J--------- - - -At_ z p0 GUARDRAIL— ,� ALONG TURN LANE �y - CA7VAZ BR DGE U _ _ ____________ _ N -- - - - - -- ------ - - - - -- - AF DB PE 0 1 47 2 U CD n o {"I�Cnj PROPOSED MATERIALS SL•NEWLE STY. PROPOSED CAMOW TREES Gy PROPOSED PLANT QUANTITY AROMA HEIGHT - NORICLEARL CLEARANCE SETBACK K — - _ r LIMIT PROPOSED FLOWERING/ L /Y /T OF CLEAR SIGHT LIME FOR SIGNS ACCEAT TREES r. LIMIT OF CLEAR SIGHT LINE + PROPOSED SMRVB ANDNR PROPOSED PALMS O ® GROUND COYER BEDS. PATTERNS VARIES `�M �Y�ywwL77J (/V" ARCHITECTURAL PAVERS (EX. SEE ENG. PLANS) C0LU,ERC0UN777RANSP5RTA770N I SHEET c cortoA:aDOPA:Rm C;u .�NrERBLLn. CORONADOPKYLRNDSCAPEPLAN Ha GO IDENGAIEBEAC.TIFJCATION,Af3T.U. LD-B ri ioc 30 15 0 30 SCALE I' - /0+ Lo /1 +00.00 L-__ 12Ti-00.�0 13+00.00 z — —:q l -- I " w 1, 1 H BT. BT. -- T - ---------------------------------- > ------------------------------- > ------- - J ----------- - -------- \ --------------------------------------------- ::: Median /0 Modlon 9_ CORONADO PARKWAY T x • M a=r. D78 3 '-PLANT 2 VAGGERED ROWS Em ALONG TU N LANE + -- -- ------ - --- --------------------- - -------- 11 ----- ---------- 00 — --------- ------------------ ------------------------- ------------ 7--- 5 , so PE LL S T A L L A T I O N N 0 T E 5 I. FRANGIBLE AND #00-FRAM619LE TREES ARE fl IMO TO MEET THE MINiMlIX 5 FOOT HORIMATAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BY — STANDARDS. E. NO LAl16E "Pf TREES OR PALMS WALL BE INSTALLED WITHIN 3 FOOT OF A E4 INCH DEPTH IRRIGATION MA IN LINE- IF LARGE TREES OR PAL ARE TO W PLANTED WITHIN 3 FT. OR ON TOP OF THE MAIN LINE 'ME IT SHALL W ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A 4 TOOT DEPTH. 3. THE FIRST NOW OF PLANTS ALONG THE �K OF THE CUMIM SHALL OC OFFSET A MINIMM OF THREE FEET OFF TW WK OF THE CURBING. PLANTS WITH ON CENTER S"'Cla GREATER THAN THREE FEET SHALL W OFFSET "" THE VROINOTHE SAMEDISTANCEAS THE ON LENTEN S IFIEDSPACING.FTHEPLANTS. A. ALL TREES AND PALMS SHALL HAVE A 4 "OT MININVM RADIUS OF WLCH AROMAID THE MAN. AO SN"'OS OR 6RDUN0 — —L - PLACED WITH" THIS "'C' -- S. ALL SHRUBS D GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST ROW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING N. AND OFFSET DISTANCE IS' MINI 1. THE SPECIFIED ON Ic. CENTER SPACIM ALONG THE MEDIAN. THE REMAINING INTERIOR PLANT A SHALL THEM BE SPACED TO BEST — THE LAYOUT OF THE PLANTS. THE INTERIOR — TAWS SHALL BE LAID OUT IN A TRIANS LAR TYPE SPACING /PATTERN. 6. A M FOL�NINWM TWO FOOT WIDE WLCM WO SHALL ALWAYS W MAINTAINED —EN THE OUTSIDE EDGE OF THE AD OF THE FIRST " Of PLANTS AND THE WX OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PRDIEET MANAGER SHALL APPROVE THE ft— LAYOUTS PRIOR TO LMT INC. COLLIER COU11177 TRANSPORTATION COROA'.4DOPKWY. & HUNMBUD. CORONADO PKY LANDSCAPE PLAN GOLDENGATEBEAZ,71FICATIOA',AfST.,. � V) Z z c:l U :D U CD 2 SHEET NEL LD-9 Pffl— —1-5 —E STY. {'C�.n{ PROPOSED CMOiY TREES GS PROPOSED PLANT QUAIfflyY ANDIOR HEIGHT HC - . 1. CL. SETBACK Limir OF cLEAn SIGHT LINE FaIt sion ACCENT TREES — — LIMIT OF CLEM SIGHT LINE 000 PROSED S)MB ANDVR -7 PO - PROPOSED PALMS PALMS 0 0 71 CO ! #O5. PATTERNS VARIES .V .'Xrl;UZL ft.V. Tf COLLIER COU11177 TRANSPORTATION COROA'.4DOPKWY. & HUNMBUD. CORONADO PKY LANDSCAPE PLAN GOLDENGATEBEAZ,71FICATIOA',AfST.,. � V) Z z c:l U :D U CD 2 SHEET NEL LD-9 30 IS 0 30 SCALE I I I � \.____ _ x Medlon 9 W H a 0 SC 10 C "' F - - - -- I I I I /-BB jl Sp I MU MU MU MU 3p 20 /7+ _ / oo. BH IZ�0 y BT _l B .---7B - - T i B 1 i `-- - - - - - -- -- --- - -- -- SC -- -- - _ i____ ____ __ __ ___ _____ ______ _______ _____ -_ _______ __ _ CORD PARKWAY SP QV JS JS Medl n - - ----- - - - --- - -- ----- - - - - -- . � --------- 7— 3 1 2 r Z r J _ _[vi a z a + JBT - -� -- - - - --- - - - -- - - - - - ----- - - - - - -- ------- - - - - -- - - - -- - -- oA -- - - - -� �- - -- - -- - -- - - - - -- ---- - - - - -- - - -- - -- - - - Aw O BB 62 1W BB BT 9T BB 11 1 CD O L A N D S C A P E I N S T A L L A T I O N NOTES I. FRANGIBLE AND NON - FRANGIBLE TREES ARE AEG )RED TO MEET THE MINIMUM 6 FOOT KR /ZONTAL CLEARANCE IN THE MEDIANS OR AS PERVITTED BY CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A 21 INCH DEPTH IRRIGATION IM LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN 3 FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 10 1- SLEEVE OR BE AT A 1 FOOT DEPTH. S. THE FIRST ROM OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMUM OF THREE FEET OFF THE BACA OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE NIIBING THE SAME DISTANCE AS THE ON CENTER SPEC /FIED SPACING OF THE PLANTS. 1. ALL TREES AND PALMS SHALL HAVE A 4 FOOT MINIMUM RADIUS OF MULCH AROUND THE TRUNA. NO SHRUBS OR GROUND COVERS SHALL SE PLACED WITHIN THIS MULCH AREA. 5. ALL SHB/BS AND GROUND COVERS PLANING AREAS SHALL HAVE THE FIRST NOW' OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE f3' MIN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE REMAINING INTERIOR PLAN AG SHALL THEN BE SPACED TO BEST ALLOMIppATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLAN ROW'S SHALL BE LAID OUT IN A TRIAMOULAA TYPE SPACING /PATTERN. 6. A MINIMUM TWO FOOT WIDE MULCH BAND SHALL LWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOL RACE OF THE FIRST ROW Of PLANS AND THE BACK OF THE CURBING. T. THE LANDSCAPE AROHITECT AND/OR PROJECT MANAGER SHALL APPROVE THE PLANING LAYBRS PRIOR TO PLANT/N0. COLLIER COUNTY7R4NSPORTATLON SHEET ~ YEL CORON.4DOPKR'Y. &NI:NTERBLID. CORONADO PKYLA/VDSCAPE PLAN GOLOENGATEBF.4LTIFICATION, ALST.U. LD-10 JC PROPOSED YATl 1-5 SCHEDULE STY. PROPOSED CANOPY TREES 65 PROPOSED PLANT gf/ANT Ilr MOJOR HEIGHT HE GHr - AVRlCLEAR CLEARANCE $Er8AC9 - -- LI PROPOSED FLOWERfXG/ - LIMIT OF CLEAR S/GHi LINE FOR SIGNS FOR -- ACCENT TREES LIMIT OF CLEAR 1101 LINE + PROPOSED SN/IU SL�� B AND/OR PROPOSED PAINS 'HYPO O ® GROUND COVER BEGS. PATTERNS VARIES W AACN/TECTURAL PAVERS (EX. SEE END. PLANS) COLLIER COUNTY7R4NSPORTATLON SHEET ~ YEL CORON.4DOPKR'Y. &NI:NTERBLID. CORONADO PKYLA/VDSCAPE PLAN GOLOENGATEBF.4LTIFICATION, ALST.U. LD-10 30 15 0 30 SCALE Am v Orb h5� -� --^ - 'Y�C m f�'C-i,7wT: `J'� Cwt .:Q =!•S. Rd�i� �i�: �rl� __i��al.A�;•.r�`_.���r��fYtJ ►� LW.� _ v ° c -- - -- -- - - -. -,- - - -- - - - -- - - - - - -- - -- -- - - - - - -- - - - - -- - - -- - -- - - -I ®_� f - - - - -- -- --- - -- - -- -- -- - - - - - - - - -- -- - -- ---- - -�`I 12 L A N D S C A P E / N S T A L L A T I O N N O T E S 1. FRANGIBLE AND NON - FRANGIBLE TREES ARE REQUIREO TO NEST THE MINIMUM 6 TOOT NORIMATAL CLEARANCE IM THE MEDIANS OR AS PERM /FTED BY CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN S FOOT OF A EM INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE MAIN L1. IT SHALL GE ENCASED WITHIN A SCH ND PIC SLEEVE OR BE AT A N £OUT DEPTH. J. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMUM OF THREE FEET 0ff THE OACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL GE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. A. ALL TREES AND PALMS SHALL HAVE A f FOOT MIN /MUM RADIUS OF MULCH ANOUMO TIRE TRUMN. NO SHRUGS OR 6MOUN0 COVERT SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET D ISTANCE tS' MIN.) AND TO THE SPECIFIED ON CENTER SPACING ALDAN THE MEDIAN. THE REMAINING INTERIOR PLANT ROW'S SHALL THEN GE SPACED TO BEST ACCONNOOATE THE LAYOUT OF THE PLANTS. THE INTER /OR PLANT ROWS SHALL BE LAID OUT IN A TRIANGULAR TYPE SPACING /PATTERN. 6. A MINIMUM TWO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST NOW OF PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT ANDIOR PIAJ ECT MANAGER SHALL APPROVE THE PLAAT/MG LAYOUTS PRIOR TO PLANTING. IOC � -4 W PROPOSED CANOPY TREES 6S MATERIALS L Y. PROPOSED PLANT QUANYITT AND/OR Medlon r - HORIZONTAL CLEARANCE SETBACK x .. LIMIT PAOPoSED fLONERING/ LIY /T OF CLEAR SIGHT LINE FOR SIGNS FOR z —. ACCENT TREES — LIMIT OF CLEAR SIGHT LINE Y Q J ooe PROPOSED SNROUB AND/OR PROPOSED PALMS 00 O ® GROUND COVER BEDS. PATTERNS VARIES _ ,a,.,�y ARCHITECTURAL PAVERS J � El - - - - -- H BH SP Z O U 7 2 W PROPOSED CANOPY TREES 6S MATERIALS L Y. PROPOSED PLANT QUANYITT AND/OR NEI6HT - HORIZONTAL CLEARANCE SETBACK x .. LIMIT PAOPoSED fLONERING/ LIY /T OF CLEAR SIGHT LINE FOR SIGNS FOR —. ACCENT TREES — LIMIT OF CLEAR SIGHT LINE ooe PROPOSED SNROUB AND/OR PROPOSED PALMS 00 O ® GROUND COVER BEDS. PATTERNS VARIES ����LWWT� //V'• ,a,.,�y ARCHITECTURAL PAVERS IEN. SEE ENO. PLANS) COLUER COUN777RANSPORTA770N SHUT N0. conoN.avo EA:HT-. & xcNTER au v. CORONADO Pk7 LANDSCAPE PLAN GOLDEN GATE_ BEA 1,TIFICAT70A; ALST.0 LD -ll 10 30 15 0 30 SCALE a a x L A N D S C A P E I N S r A L L A T 1 0 N N O T E S 1. FRANGIBLE AND AON- FRANGIBLE TREES ARE AEOU /RED TO MEET THE MINIMUM B FOOT HORIZONTAL CLEARANCE IN THE —1AN5 OR AS PERMITTED BY CUARENT STANMROS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN S FOOT OF A E1 /NCH DEPTH /RNICAT ION MA IN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN 5 FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 NC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST LAW OF PLANTS ALONC THE BACK Of THE CURBING SHALL BE OFFSET A YININU OF THREE FEEF OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SMALL BE OFFSET FROM THE CURBING THE SAYE DISTANCE AS THE ON CENTER SPECIFIED SI-In OF THE PLANTS. 4. ALL TREES AND PALMS SMALL HAVE A N FOOT MINIMUM RADIUS Of MULCH MOUND THE TRUNK. AO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. 5. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST ROW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IS' .I AHO TO THE SPECIFIED ON CENTER SPAC IN ALONG THE YEDIAV. THE RUA/MILK INTER ION PLANT ROWS SHALL THEN BE SPACED TO BEST K OMMOOATE THE LAYOUT Of THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT /N A TRIANGULAN TYPE SPACING /PATTERN. B. A M1#I MUM TWO FOOT WIDE MULCH GAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF TIRE FIRST NOW Of PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO acANTIAG. y x r z a vN Z O lr H 60 ON U F- 0 Z 0 u 0 0 ('OROK4DO PKWY. & H(:NTER BL; D. GOLDEN GAIEBEACTIFICATION. ALST.U. SHEET CORONADO PKY LANDSCAPE PLAN LO -12 PROPoS£0 CANO% TREES 63 PROPOSED MATERIALS IT ANT QUANFI� D pY. HEIGHT _T CLEARANCE SETBACK - /OF -- _ _ LIMIT PROPOSED FLOIYEF /N6/ LIMIT OF CLEAR SIGN LINE FOR 5/6X5 CLEAR ACCENT TREES LIMIT OF CLEAR SIGHT LINE /,� 020 �'• �Q�wA�/^Q�{.1 ® PROPOSED SHRBB ANDAR PROPOSED PALMS 0 O GROUND COVER BEDS. PATTERNS VAR /ES ���WNTT� / ✓�`J�' AACHITT UZL alAiuei ('OROK4DO PKWY. & H(:NTER BL; D. GOLDEN GAIEBEACTIFICATION. ALST.U. SHEET CORONADO PKY LANDSCAPE PLAN LO -12 9 N J 00 rn L A N D S C A P E I N S T A L L A T I O N N O T E S 1. FRANGIBLE AND NOM-FRANGIBLE TREES ARE REQUIRED TO MEET TIE MINIMUM 6 FOOT HORIZONTAL CLEARANCE IM THE MEDIANS OR AS PERMITTED ST CURRENT STANDARDS. Y. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A N INCH DEPTH IRRIGATION MAIN LIME. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 NC SLEEVE OR BE AT A N NOT DEPTH. J. THE FIRST ROW OF PLANTS ALOM6 THE BACK OF THE CURB— SHALL BE OFFSET A MINIMUM OF THREE FEET OFF THE BACK OF TNf CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 4. ALL TREES AND PALMS SHALL HAVE A 4 FOOT MINIMUM RADIUS OF MULCH AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHRUBS AM0 GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLUMS OFF THE BACK OF THE CUIIBINV LAID OUT TO THE CURBIND OFFSET DISTANCE J' MIN.1 AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE AEVA/NING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO DEST ACCOMMUDATE THE ­r OF THE PLANTS. THE IMEH HOR PLANT ROWS SHALL BE LAID OUT IN A TRIAMGULM TYPE SPACING /PATTERN. 6. A VIMIMUM TWO NOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE ML AD OF THE FIRST NOW Of PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL APPRUVE THE PLANTING LOOMS PRIOR TO PLANTING. loc a n x r � � z m Q � J a N Z i--A U r/ F-- Z 0 U CORGX4DO PKWY.. &HCNTERBLI D. I CORONADO PKYLANDSCAPE PLAN GOLDEN GATE BEALTIWCATLON, ALST. V. CD 0 SlIEET ND. LD -l3 X PROPOSED MATERIALS SCHEDULE STY. PROPOSED CANOPT TREES 65 PROPOSED PLANT QUANTITY AND/OR HEIGHT - NOF CLEARL CLEARANCE SETBACK x III GT:r "YYNN — _ -- _ — LIMIT PROPOSED FLOWER /MG/ - L /Y /T OF CLEAR SIGHT LINE FOR SIGHS ACCENT TREES y-� � LIY /T OF CLEAR SIGNT LINE O 1,.r l./ PROPOSED SHRUB AND/OR PROPOSED PALMS K O ® GROUND COVER BEDS. PATTERNS VARIES ���'MMTTT L✓v— w AACHITECTORcAL PAVERS CORGX4DO PKWY.. &HCNTERBLI D. I CORONADO PKYLANDSCAPE PLAN GOLDEN GATE BEALTIWCATLON, ALST. V. CD 0 SlIEET ND. LD -l3 10 30 15 0 30 SCALE -,3D+00.()O k / 3 1+00.00 �� _ i 32 +00.00 — 33 +00.00 Imo- Br - -- .._'BT C�-- �- . ---__ J �---- BT —'t-' BT _ -----3T BT - BT — BT __ I T— --- - --- -- ----- ---�-- y - -- -------- - -- - -J - --- - -- -- - -- -- - - -- J `- --- ---- ----- - - - - -- J - ------ ------ -- - - - --- -- - ---- y---- -- - - -- --------------------------- --- - - - --- \--- ------- ---- -- - - -- - - - - -�- x Median 7 gp CORONADO PARKWAY -------------------- x 1 r 1 PE Z _ cn - 'r PLANT 2 STAGGERED ROWS + ALONG TURN LANE } z N + 0 _ 00 I ____ ___ _________ ___________ - ------------------------------------------------------------ ___-- - _____ U BT T _-- --- ZF V BF EK2 (� 15 1 132 118 z E8 O 34 u 0 0 L A N D S C A P E I N S T A L L A T I O N N O T E S 1. FRANGIBLE AND NON- FRANGIBLE TREES ARE REQUIRED TO MEET THE NINIWN 6 FOGY W MNTAL CLEARANCE IN THE NEOIANS OR AS PERK /T,ED m CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN S FOOT Of A M INCH DEPTH IRRIGATION ( PALMS N LINE. IF LARGE TREES OR ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A N FOOT DEPTH. S. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OffSEY A MINIMUM OF THREE FEET OFF THE BALK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET fMY THE CYRBIN6 THE SAYE DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 1. ALL TREES AND PALMS SHALL HAVE A 4 WITH ON RADIUS OF MULCH AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS NULCN A. 5. ALL SHRUBS AMD GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBINO OFFSET DISTANCE IS' NIN.I AND TO THE SPECIFIED ON CENTER SPACING ALONG THE NEDIAN. THE REMAINING INTERIOR PLANT RRIS SHALL THEM BE SPACED TO BEST KCOYNDDATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE IA ID .1 IN A TRIANGULAR TYPE SPACIN6/PATTERR. 6. A MINIWM TWO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE WTSIDE EDGE OF THE FOLIAGE OF THE FIRST NOW OF PLANTS AND THE BACK Of THE CURBING. T. THE LANDSCAPE AACHITECT AND/OR PROJECT MANAGER SHALL APPROVE THE PLMTING LAYOUTS PRIOR TO PLANTING. r vl\ "I.�rC1_�WT' PROPOSED MATERIALS SCHEDULE SHY. PROPOSED CANOPY TREES BS PROPOSED PLANT QUANTITY ANDiDR HEIGHT ^ HC - EA - IOFICLEAR CLEARANCE SETBACK PROPOSED FLOWER /N6/ — -' _ _ L I OF CLEARS LINE FOR S/6M5 ACCENT TREES LIMIT OF CLEAR SI6I/( LINE p + PROPOSED PALMS O 0 O ® GROUND COYER BEDS. PATTERNS VARIES ARCH ?ECTWZL PAVERS CORON.MOPKfFY. &HUNTERBLID. I CORONADO PKYLANDSCAPE PLAN GOLDEN GATE BEAIMFICATION, ALST.U. SHEET NO. LD -U 4 Ia3 a w w v Ln 0. Er 30 15 0 30 SCALE 34100.00 35100 _ 36 --.... ---------- _BI_..- 3T___ -- BT --& __ __ T _ ___________ _ Medlon 6 CORONADO PARKWAY loc ^ 3 0 LL P B r �/ _-�I 1Y ' .y' MedlGn 5 qz 3 PUNT 2 _ r ALOE STAGGERED ROWS RM • 0 o �� "'� • O :. STAGGERED PO 1 WE S - PE ALONG TURN ENE -- ------- - - - --- -- --------------- ------- - - - - --- - -- -- - - - - ._ BT 'BT DT __ __________ __ I w j °a n O _.. 3T BT -----;T 3T L A N D S C A P E I N S T A L L A T l O N N O T E S 1. FRANGIBLE AND MOH- FRANGIBLE TREES AAE REQUIRED TO MEET THE MIMIWM 6 MDT HORIZONTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BY CURRENT STAMOARDS. E. NO L TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN S FOOT OF A N INCH DEPTH IRRIGATION MAIN LINE. IF LASE TREES OR PALMS ARE TO BE PLANTED WITHIN J ". OR ON TOP Of THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 WC SLEEVE OR BE AT A I FOOT DEPTH. S. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A M/N/WM OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATEfl THAN THREE FEET SHALL BE OFFSET FROM THE WRBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. N. ALL TREES AMD PALMS SHALL HAVE A 4 FOOT MIMIWM RADIUS OF WLCH AROUND THE TRUNK. AD SHAIIBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS WLCH AREA. 5. ALL SHRUBS AND GROUND COVERS PLANTIND AREAS SHALL HAVE THE FIRST ROW OF PLAITS OFF THE BACK OF THE CURBINO LAID OUT TO THE CURBING OFFSET DISTANCE S' MIN.) AND TO THE SPECIFIED ON CENTER SPACIN6 ALONG THE NED /AN. THE AEMA/NIW INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST ACCO —C THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LA 1D OUT IN A TRIANGVLAR TYPE SPACING /PATTERN. 6. MIMIWM TWO FOOT WIDE WLCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE fOL /AGE OF THE FIRST ROW OF PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AMD/OR PNOJECr MANAGER SHALL APPROVE THE PLANTING LAYOUTS PR /OR TO PL —IMO. COROAADOPKR'T. &HUNTERBLIZI. I CORONADO PKY LANDSCAPE PLAN GOLDEN GATEBEAUT71CA7I0N, AfST.U. N Z Q J d Z ED _ H U F- z 0 U CD CD SHEET RA LD -15 JC PROPOSED MATERIALS STY. PROPOSED CANOPY N TREES 65 PROPOSED PLANT AVO ITT' AND/OR QUANTITY ANE NEICHr - hOF 00EAR CLEARANCE y��Nyyr \�xJ % F�L.R LIMIT PAOPoSED FLOWEH/NG/ � L/Y/T Of CLEAR SIGHT LINE FOR SIGNS FOR SIN ACCENT TREES L /M /T OF CLEAR SIGHT LINE + PROPOSED SNRGB AND/OR PROPOSED PALMS O 0 O ® 6RWND COVER BE05. PATTERNS VARIES ARCHITECTURAL PAVERS IEK. SEE END. PLANS) COROAADOPKR'T. &HUNTERBLIZI. I CORONADO PKY LANDSCAPE PLAN GOLDEN GATEBEAUT71CA7I0N, AfST.U. N Z Q J d Z ED _ H U F- z 0 U CD CD SHEET RA LD -15 a 0 x r Crl y H J + J a, IOC " 30 15 0 30 SCALE � I I 38t00.0� _ _ _ 39+00.00 _ 40+00.00 _� 41 +00.00 _ ' -BT ---r -BT 1`ii RT -.QL RT\0- 3T - -- BT - .. - *- �T - -- - -- ----------------- - - - - -- - -- La - - --_F _ \V'_--_____________________ Medlon 5 .--. CORONADO PARKWAY Medlan 4 PLANT 2 STAGGERED ROWS ALONG TURN LANE __ _________________ _______-_�__�� ---------------------------------- +rt). j Ol % ALONG PLANT TURN 4AN STAGGERED ROWS ______ ______ i� i BT ....._..........__.. B BT_... t--------------------- �1' -- i L A N D S C A P E 1 N S T A L L A T 1 0 N N O T E S 1. FRANGIBLE AND MON- FRANGIBLE TREES ARE REQUIRED TO MEET THE MINIMUM 6 FOOT HDRIMNTAL CLEARANCE IN THE MEDIANS OR AS PENNITTED BY CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EA INCH DEPTH IRRIGATION MA M LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN S FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 10 PVC SLEEVE OR BE AT A 4 FOOT DEPTH. J. THE FIRST ROW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMVN OF THREE FEET OFF THE SACN OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN TNEEE FEET SHALL BE OFFSET FROM THE CURBING THE SANE DISTANCE AS THE ON CENTER SPECIFIED SPACIND DF THE PLANTS. N. ALL TREES AND PALMS SHALL HAVE A 1 FOOT MIN/M/M RAG IUS OF MULCH ABOUND THE TRUNK. NO SHUWBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHMBS AND GROUND COVERS PLANTIMD AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IS' MINI AND TO THE SPECIFIED ON CENTER SPACING ALONG THE NEDIAN. THE REMAINING INTERIOR PLANT BONS SHALL THEN BE SPACED TO BEST ACCOMMODATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT IN A TRIANGULAR TYPE SPACING /PATTERN. 6. A YINIY/Y TWO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EOG£ OF THE RJL /ACE OF THE FIRST ROW Of PLANTS AND THE RACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL APPROVE THE PLANTING LAYOIRS PRIOR TO PLANTING. -------- -------------------------------- r n x CID a t W C0ROX4W PKWg & HCNTER BLlD. GOLDEN GATE. BEALTIFICATIOA; AfBT.U. L7 Z Q J Z _0 U Z O U CD 0 SHEET ND. CORONADO PKYLANDSCAPEPLAN LO -16 X PROPOSED MATERIALS SCHEDULE STY. PROPOSED CANOPY TREES 63 PROPOSED PLANT QUANTITY AND/OR FIGHT - CLEARANCE SETBACK — _ _ — LIMIT PROPOSED FLOWER /MG/ - ( /Y /J OF CLEAR SIGHT LIME FOR SIGNS OF CLEAR -- ACCENT TREES LIMIT OF CLEAR SIGHT LINE `rIP•7y sN4O O ® GROUND COVER BEGS. PATTERNS VARIES VJ PROPOSED PALMS AWLS ARCHITECTURAL PAYERS lEX. SEE ENG. PLANS) C0ROX4W PKWg & HCNTER BLlD. GOLDEN GATE. BEALTIFICATIOA; AfBT.U. L7 Z Q J Z _0 U Z O U CD 0 SHEET ND. CORONADO PKYLANDSCAPEPLAN LO -16 10 30 15 0 30 SCALE ' Qj \ Qz I I JQ 1 \ I 42 +00.00 i�1(� -- L I ®r �- BT ,W- '------ -- - ---- - - - ---- yN- --" - - - - -- _- ------------------ Median 4 -- -- -- - -_ - - -- - - LIMIT OF CLEAR7. PROPOSED FLOWERING/ LIY /T OF CLEAR SIGN LINE FOR SIGNS ACCENT TREES {{''''�� - LIMIT OF CLEAR SIG, LINE s o ® PROPOSED SHRUB AND/OR PROPOSED PALMS yI O P��ii,„ttff�� O GROUND COVER BEDS. PATTERNS VARIES _ - -- - ___ -- - (EX. SEE ENS. PLANS! �. �. C4 x- --- ------- - ----- --------------------- �►. - --- - -------- _ -- 1 H ___ I H DB w --- - -- - -- - - - - - -- l -------------- - U (n .�'-' --------------- Bf ---- 7:: BT L A N O 5 C A P E I N S T A L L A T ION NOTES 1. FRANGIBLE AND NON-FRANSIBLE TREES ARE REWIRED TO MEET THE MINIMUM 6 FOOT MOR12ONTAL CLEARANCE IM THE MEDIANS OR AS PERYIRED BT CURRENT STANDARDS. t. NO LARGE TYPE TREES OR PALMS SHALL W INSTALLED WITHIN J FOOT OF A LW /NCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN S FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASEO WITHIN A SCN 40 PVC SLEEVE OR BE AT A M POOT DEPTH. J. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMUM OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH OM CENTER SPAC IMG GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 4. ALL TREES AND PALMS SHALL HAVE A 1 MOT MINIMUM RADIUS OF MULCH AAOUWD THE TRUNK. NO -GS OR GROUWO COMERS SHALL BE PLACED WITHIN THIS MULCH AREA. 5. ALL SHRUBS AND GROUND COVERS PLANT/NS AREAS SHALL HAVE THE FIRST ROW OF PLANTS OFF THE BACK OF T, CUIIBING LAID OUT TO THE CURBING OFFSET DISTANCE (S' IN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST ACCOMMODATE THE -OUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT IN A TR/ANOULAR TTPE SPACING /PATTERN. 6. A M/NIMIM 7110 FWT WIDE MULCH 8AA'U SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLI OF THE FIRST ROM OF HANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL APPROVE TIE PLANTING LAYOUTS PRIOR TO PLANTING. T _ 90 - _ w Z BT U 0 .-A .�jn1 ''ff��� PROPOSED CANOPY TREES 63 PROPOSED PLAMT /QUANTITY AND RM• HEIGHT - CLEARANCE SETBACK - - -- - - LIMIT OF CLEAR7. PROPOSED FLOWERING/ LIY /T OF CLEAR SIGN LINE FOR SIGNS ACCENT TREES {{''''�� - LIMIT OF CLEAR SIG, LINE s o ® PROPOSED SHRUB AND/OR PROPOSED PALMS yI O P��ii,„ttff�� O GROUND COVER BEDS. PATTERNS VARIES ARCHITECTURAL PAVERS (EX. SEE ENS. PLANS! C0R0A:4W PKWY. & HC:NTERBLLD. GOLDEN GATE BEAC.TIFICATION, HST U. SHEET CORONADO PKYLANDSCAPEPLAN N0 LD -L7 o � n '"'.➢3 OHS:= n_giLfll�'� a'� _ -- 'CORONADO PARKW�Y- M IDn 2_ i d R loc ."w M X49 +00.00 do Median l I ENO PROJECT BF - -- 74 >r I 4 � I I I •� L A N D S C A P E / N S T A L L AT ] O N N O T E S 1. FRANGIBLE AND NON -FRAND IDLE TREES ME REQUIRED M MEET THE MIN- B FOOT NJNIZONTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BT CURRENT ST MMR0.S. E. NO LM6f TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EN INCH DEPTH IRRIGATION MA IN L INE. If LARGE TREES OR PALMS ARE M W PLANTED W /TN /N S FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR SE AT A N MDT DEPTH. J. THE FIRST ADD OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MINIMUM OF THREE F££T OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE BANE DISTANCE AS THE ON CENTER SPECIFIED SPACING Of THE PLANTS. A. ALL TREES AND PALMS SHALL NAVE A W FOOT MIMIWM RADIUS OF MILCH AAWMO THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHRUBS AND GROUND COVERS PLANTING ME" SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE S' IN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG TIRE MEDIM. THE REMAINING INTERIOR PLANT ROWS SHALL THEN W SPACED TO DEST ALCOYWDATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ADAS SHALL BE LAID OUT IN A TR/ANDULM TYPE SPACING /PATTERN. 6. A MINIWM TWO MOT WIDE WLCH BAND SHALL ALWAYS W MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE Of THE FIRST ROW OF PLANTS AND FILE BACK OF THE CURBING. T. TTHELLANWDSCME ARCHITECT AND/OR PROJECT MANAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO lU Lv cl O � C� "r--) z J I � I E U � I CC I z O � CD CD COLLIER COUN777RANSPORTA770N SWEET c rm. coaoa:,00PKRT.&PrcurERBL1D. CORONADOPKYIANDSCAPEPL" GOLDEN GATEBEALTR7CATION, AIST.U' LD -18 JC PROPoSfD MATERIALS SCHEDULE STY. PROPOSED CANOPY TREES 63 PROPOSED PLANT OVAMTITT AND/OR HEIGHT - hoR l20NTAL CLEARANCE SETBACK St LI PROPOSED FLOWERIM6/ � L /Y /T OF CLEAR SIGN LINE FOR SI6N8 `Nr.•- :�'��''��jj 1��/� """WWW ACCENT TREES LIMIT OF CLEAR SIGHT LINE PAOMSED PALMS O O ® 6ROUNDECOYS q BE05.� PAT VARIES �rYYTT L/v— W ARCHITECTURAL PAVERS (EX. SEE ENO. PLANS) z J I � I E U � I CC I z O � CD CD COLLIER COUN777RANSPORTA770N SWEET c rm. coaoa:,00PKRT.&PrcurERBL1D. CORONADOPKYIANDSCAPEPL" GOLDEN GATEBEALTR7CATION, AIST.U' LD -18 00 � F U c N O Qa � � I �W a. °o CD A .° z° 0 CID O vA W� x � I H 30 15 0 30 SCALE pff. qmwwvpl!� - -- ---- - - - - -- ------------ — ------------- - I EK2 � T L A N D S C A P E l N S T A L L A T 1 0 N N O T E S 1. FRANGIBLE AND NON - FRANGIBLE TREES ARE REGU IREO TO NEET THE N111— B FOOT AORIIDNTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED NT CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EA INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO SE PLANTED WITHIN J FT. OR OM TOP OF THE NA IN LINE IT SHALL BE ENCASED WITH /N A SLN 4O NC SLEEVE OR BE AT A I FOOT DEPTH. J. THE FIRST AIR OF PLANTS ALONG THE BANK OF TIY CURBING SHALL BE OFFSET A MIN— OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GIWEATER THAN THREE FEET SHALL SE OFFSET FROM THE CURBING THE SAYE DISTANCE AS TM ON CENTER SPECIFIED SPACING M THE PLANTS. A. ALL TREES AND PALMS SHALL HAVE A R FOOT MIN— /fn01US OF WLlN AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL M PLACED WITH /M THIS ALI— AREA. 5. ALL SNAISS AND GROUND COVERS PLANTING AREAS SNALL HAVE THE FIRST MW OF PLANTS OFF THE HACK OF THE CURBING LAID OUT TO THE CUABIMG OFFSET 1STANCE IJ' IN.) ANO TO THE SPECIFIED ON CENTER SPACING ALONG THE NED/M. THE REMAINING INTERIM PLANT ROWS SHALL THEM SE SPACED TO BEST ACCOANLOATE THE LAYOUT OF THE PLANTS. THE IATER/Ofl PLANT ROWS SHALL BE LAID OUT IN A TRIA MULVI TYPE SPACING/PATTEM. 6. A M Ix MIM TWO FOOT WIPE AULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF TM FIRST ROM OF PLANTS AND THE BACK OF THE CCUURBIMM. T. THE LANDSCAPE ARCHITECT AND.VR AM— MANAGER SHALL AP E THE PLANTING LAYOUTS PRIOR TO PLANTING. 10 n 1 m \ N . STOP , )0 4+ n ----------------- .+' - - - -- - -- --- N r; SIG T — — Meal Medlan I + Z O HEIGHT ^ ` /``W'{ f_ PLANT 2 STAGGERED ROWS a Da ALONG TURN LANE __ x — U U - - - --- - --- -------- ---- -- - -=- - N 00 PE I 1 m y sraP m cn r o I I I I - ------- -- --- - - -` -- - - - - -- o.-. 0 o HUNTER BLVD. - MedlOn I pff. qmwwvpl!� - -- ---- - - - - -- ------------ — ------------- - I EK2 � T L A N D S C A P E l N S T A L L A T 1 0 N N O T E S 1. FRANGIBLE AND NON - FRANGIBLE TREES ARE REGU IREO TO NEET THE N111— B FOOT AORIIDNTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED NT CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EA INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO SE PLANTED WITHIN J FT. OR OM TOP OF THE NA IN LINE IT SHALL BE ENCASED WITH /N A SLN 4O NC SLEEVE OR BE AT A I FOOT DEPTH. J. THE FIRST AIR OF PLANTS ALONG THE BANK OF TIY CURBING SHALL BE OFFSET A MIN— OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GIWEATER THAN THREE FEET SHALL SE OFFSET FROM THE CURBING THE SAYE DISTANCE AS TM ON CENTER SPECIFIED SPACING M THE PLANTS. A. ALL TREES AND PALMS SHALL HAVE A R FOOT MIN— /fn01US OF WLlN AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL M PLACED WITH /M THIS ALI— AREA. 5. ALL SNAISS AND GROUND COVERS PLANTING AREAS SNALL HAVE THE FIRST MW OF PLANTS OFF THE HACK OF THE CURBING LAID OUT TO THE CUABIMG OFFSET 1STANCE IJ' IN.) ANO TO THE SPECIFIED ON CENTER SPACING ALONG THE NED/M. THE REMAINING INTERIM PLANT ROWS SHALL THEM SE SPACED TO BEST ACCOANLOATE THE LAYOUT OF THE PLANTS. THE IATER/Ofl PLANT ROWS SHALL BE LAID OUT IN A TRIA MULVI TYPE SPACING/PATTEM. 6. A M Ix MIM TWO FOOT WIPE AULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF TM FIRST ROM OF PLANTS AND THE BACK OF THE CCUURBIMM. T. THE LANDSCAPE ARCHITECT AND.VR AM— MANAGER SHALL AP E THE PLANTING LAYOUTS PRIOR TO PLANTING. 10 n 1 m \ N . STOP , )0 4+ n ----------------- .+' - - - -- - -- --- N r; SIG T — — Meal Medlan I + Z O HEIGHT ^ ` /``W'{ f_ PLANT 2 STAGGERED ROWS a Da ALONG TURN LANE __ x — U U - - - --- - --- -------- ---- -- - -=- - I— PE I 1 m y sraP 8 I cn r o I I I I I � o.-. CORONADO F6ffT.&HUNTERBL6D. I HUNTER BL VD LANDSCAPE PLAN GOLDEN GATE BEAZ FICATTON, ALS.T.U. SHEET NO. LO -19 PRO_ C. TREES S PROPOSED PLANT MATERIALS QUANT —1. Y. IOR HEIGHT ^ ` /``W'{ — _ -- -- LI - HORIZONTAL CLEARANCE SETBACK PROPoSED FLOWERING/ - LIYIi OF CLEAR SIGN CINC FOR SIGNS ACCENT TREESyy;;-•-•��yy LIMIT OF CLEAR SIGN LINE ® DCG ER SE�� O G ERNS VARIES ..PAL. O 0 CORONADO F6ffT.&HUNTERBL6D. I HUNTER BL VD LANDSCAPE PLAN GOLDEN GATE BEAZ FICATTON, ALS.T.U. SHEET NO. LO -19 loc i 30 15 0 30 SCALE !nPE ------ --- - -- ------------------ --- -- - N 1` + PUNT 2 STAGGERED ROWS M y - _ W ._.._ I I � I � i I v L A N D S C A P E I N S T A L L AT I O N N O T E S 1. FRANC ISLE AND AON-FRABG ISLE TREES ARE REQUIRED TO NEST THE YIN/WM 6 FOOT HDR/EOMAL CLEARANCE IN THE MEDIANS OR AS PENYITTED NT CURRENT STANDUOS. Y. NO LARGE TYPE TREES ON PALNS $HALL SE INSTALLED WITH /N J nor OF A Y1 INCH DEPTH IRRIGATION VA IN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE MAIM LINE IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR SE AT A 4 FOOT DEPTH. J. THE £INST NOW OF PLANTS ALONG THE BACK OF THE CORKING SHALL BE OFFSET A NINIWM OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 4. ALL TREES AMD PALMS SHALL HAVE A 4 FOo' MINIWM RADIUS OF uVLCN AROUND THE TRUNK. NO SHRUBS OR GROUND COVENT SHALL BE PLACED WITHIN THIS WLGH AREA. S. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IS' MIN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE REMAINING INTERIOR PLANT TOWS SHALL THEN SE SPACED TO BEST ACC DATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL RE LAID OUT IN A MANS ULM TYPE SPACIAG/PATTERN. 6. A NIN— TY.O nor WIDE LIILCH WAND SHALL ALWAYS SE MAINTAINED BETNEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST NOW OF HANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/DR PROJECT NANA6ER SHALL APPROVE THE PLANTING LAYOUTS PR /OR TO PLANTING. 7 g- +00.G 010 ; - - - '-- - CD JC PROPOSED MATERIALS SCHEDULE SYY. PROPOSED CANOPY TREES 65 NROPOS PLANT QUANTITY AND/OR HEIGHT INC - AOF CLEARANCE F J CLEAR PROPOSED FLOWEIt/NG/ � L /Y /T OF CLEAR SIGN LINE FOR SIGNS FOR SIGNS ACCENT TREES LIY,T OF CLEAR SIGHT LINE a 'ED ROWS a MCH1cTsMRAaL PiAi x HI Y H H $ - - Y \� Z F2 o CJ E CD .—A %V'\ {7�A�'L JC PROPOSED MATERIALS SCHEDULE SYY. PROPOSED CANOPY TREES 65 NROPOS PLANT QUANTITY AND/OR HEIGHT INC - AOF CLEARANCE x CLEAR PROPOSED FLOWEIt/NG/ � L /Y /T OF CLEAR SIGN LINE FOR SIGNS FOR SIGNS ACCENT TREES LIY,T OF CLEAR SIGHT LINE ♦ y:1 B AND/OR PROPOSED PALMS O 0 O ® + PROPOSED SHRU GROUND COVER BEDS. PATTERNS VARIES 41 MCH1cTsMRAaL PiAi CORON4DO PKWY. Q HU TERBLI D. I HUNTER BLVD LANDSCAPE PLAN GOLDEN GATE BEAL T. TIFICATION, AUU. SHEET NO. U -20 00 0 H a x v H Q 10 30 15 0 30 SCALE L A N D S C A P E I N S T A L L A T ION NOTES 1. FRANGIBLE AND MON-FRANGIBLE TREES ARE AEGU/RED TO MEET THE MINIWM 6 FOOT HORIZONTAL CLEARANCE IN THE MEDIANS OR A6 PERMITTED BY CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A E! INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE MAIN LINE IT SHALL W ENCASED WITHIN A SCH 40 WC SLEEVE OR BE Ai A R FOOT DEPTH. J. THE FIRST` ROW OF PLANTS ALONG THE BACA OF THE CURBING SHALL BE OFFSET A NINIWM OF THREE FEET OFF THE BACK OF THE CORKING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPEC IFIEO SPACING OF THE PLANTS. N. ALL TREES ARO PALMS SHALL HAVE A 4 FOOT MINIWM RADIUS OF MULCH AADUND THE TWNK. AO SHRLBS OR GRUNO COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. S. ALL SHROBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST ROW OF PLARTS OFF THE BACK OF THE C61"IIW LAID OUT TO THE CURBING OFFSET DISTANCE IS' MIN. I AND TO THE SPECIFIED ON CENTER SPA C In ALONG THE MEDIAN. THE REMAIN— INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST ACC DATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT IN A TRIANGULAR TYPE SPAC IN6 /PATTERN. 6. A MINIWM TWO FOOT WIDE WLCH BAND SHALL ALMAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST ROW Of PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT ANOROR PROJECT MANAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO PLANTING. Ln + �z Ha J w �Z ao x� U � E- U zg � H• Z O U COROAUDO PKIVT. Q HUNTER BLTD. I HUNTER BLVD LANDSCAPE PLAN TE GOLDEN GABEA(MFICATIOA; AIST.U. SHEET H6 LD -23 I PAOPoSEO CANOPY TREES 6S PROPOSED PLANT OVANTITT ANOMRY• HEIGHT` _ RC - AORICLEARL ONCE SETBACK ` _ -- _ = PROPOSED FLOWERTNC/ � LIY/T Of CLEAR SIOM LINE fOR SIGNS SIGHT ACCENT TREES LIMIT OF CLEAR SIGHT LINE + `r. ���//� y': F PROPOSED SHAYS ANOROR PROPOSED PALMS O 0 O ® GRUND COVER BEES. PATTEFNIS VARIES 11 ( -T- ARCHITECTURAL PAVERS (EX. SEE ENO. PLANS) COROAUDO PKIVT. Q HUNTER BLTD. I HUNTER BLVD LANDSCAPE PLAN TE GOLDEN GABEA(MFICATIOA; AIST.U. SHEET H6 LD -23 10 " 30 15 0 30 ' SCALE QV i PE / m N 1 QV 6 SP SC @ S 5 N p \ `.\ 1 4 9 DB .EK —� o 1a2 1+OQ.00 14 +00. �`1- -. +00.00 16 .00 N a `y— - - - - - - -- - - - - - - -- - ' - - ` - -- - -- - - --- -- - - --' - -- - - - - -- --- -- ------ - - - + Z i a Q _ HUNTER BLVD. ' J U ALONG D ROWS T TURN LAME Id 5 ra H W x Fes-- u yM$ - Y - - - -� -------- Z_�-- - - - - -- ------------- ---------------- ----------- Z_1 - - -- 7-------------------------- t-- - - - - -- r - -- - - - - - -- F c - - -- -. . - - - -- - --------------------- �- - - - - - - -- - ---- - - - -1 f- - - -� �-- - - - - -- - - - - -- - -- -- - - -� f- - -� f--- -------- -- ------- ------- - - - - -1 - - - - - -- C a —�I � - -- - 0 € ZF BH U I I I i 12 9 I I I I p c CD L A N D S C A P E I N S T A L L A T I O N N O T E S 1. FRANGIBLE AND MOM-FRANGIBLE TREES ARE REQUIRED TO NEST THE MINIMUM 6 FOOT WAIMOTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED IN CURRENT STANDARDS. E. NO LM6E TYPE TREES OR PALMS SMALL BE INSTALLED WITHIN J FOOT OF A EA IMCM DEPTH IMIGATIOM MA (N LINE. IF LARGE TREES OR PALMS ARE M GE PLANTED WITHIN J FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 NC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST ROW OF PLANTS ALONG THE BACK OF THE CURBING SMALL BE OFFSET A III- OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN TNREE FEET SMALL BE OFFSET FROM THE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF TNL PLANTS. W. ALL TREES AND PALMS SHALL HAVE A N FOOT MIN/MIN RADIUS OF LMILCM AROUND THE TRONK. NO SHRIBS OR GROUND CWFRS SMALL BE PLACED WITHIN THIS MULCH AREA. 5. ALL SHRUGS AND GAUUND COVERS PLANT/NO MEETS SHALL HAVE THE FIRST ROW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBIAC OFFSET DISTANCE IJ' MIN.) AND TO THE SPECIFIED OM CENTER SPACING ALONG THE MEDIAN. THE AEMAINING INTERIOR PLANT ROWS SHALL THEM BE SPACED M BEST ACCOMMODATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SMALL BE LA /0 OUT /M A TRIANGULAR TYPE SPACING /PATTERN. S. A MIMIWM TWO FOOT WIDE M LCH WAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OOTSIOE EDGE OF THE FOLIAGE OF THE FIRST NOW OF PLANTS AND THE BACK OF THE CURBING. T. THE LANOSCME ARCHITECT AND/OR PROAECT MANAGER SHALL APPROVE TIE PLANTING LATOMTS PRIOR TO PLANTING. CORON.RDO PRHT & HUYFER SLI D. I HUNTER BLVD LANDSCAPE PLAN GOLDEN GATEBEALT T. IFICATIOA; AIS.U. SHEET ND. LD-22 PROPOSED CANOPY TREES 63 PROPOSED PLANTIOUANT ITT MO /Oft ME1GM HC - AOR /2DNTAL CLEARANCE SETBACK pp/ .A'�'� — _ -- _ _ PROPOSED FLOWERING/ UNIT OF CLEAR SCLf LINE FOR FOR SIN ACCENT TREES UNIT OF CLEAR SIGHT LINE OQ PROPOSED SHRUB ANOIOR ® 6RWM0 COYER BEDS. PATTERNS VM1£S PAOPoSED PALMS 0000 O CORON.RDO PRHT & HUYFER SLI D. I HUNTER BLVD LANDSCAPE PLAN GOLDEN GATEBEALT T. IFICATIOA; AIS.U. SHEET ND. LD-22 v 0 N' Q H W a x U H 10 30 L5 0 30 SCALE L A N D S C A P E I N S T A L L A T I ON N O T E S 1. FRANGIBLE AND NON-FRANGIBLE TREES ARE REQUIRED TO NEST THE Y /NIYIM 6 FOOT HORIZONTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BT CURRENT STANDARDS. E. NO LAR6E TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN 3 FOOT OF A EN INCH DEPTH IRRIGATION MAIN LINE. IF GAUGE TREES OR PALMS ARE TO BE PL AMT ED WITHIN S FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A N FOOT DEPTH. 3. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A YINIWY Of THREE FEET OFF THE BACK OF THE CURB INO. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CVRBINC THE SANE DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 1. ALL TREES AND PALMS SHALL HAVE A 4 FOOT YINIWY RADIUS OF ­CH AROUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS WLCH AREA. 5. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST RON OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE I.S. IN.1 AND TO THE SPECIFIED ON CENTER SPACING ALONG THE NED /AR. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST KCOMWBATE THE LAYOUT Of THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT IN A TR IANGULAR TYPE SPACING —ERN. 6. A M INIWY TARO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST ROW OF PLANTS AND THE BACK OF THE CURBING. ). HE LANDSCAPE ARCHITECT ANOPoR PROJECT MANAGEN SHALL MPRGVE THE PLANTING LAYOUTS PRIOR TO PLANTING. COUNTY COROMADOPKWE &HINTERBLTD. I HUNTER BL VD LANDSCAPE PLAN GOLDEN GATE BEALTIFICATION; Af.KT.U. Z Q J Z 0 H U F-- Z O U O 0 SHEET ND. LB-23 X PROPOSED PATER /ALS SCHEd/LE SI'Y. PROPOSED CANOPY TREES 63 PROPOSED PLANT QUANTITY AND/OR HEIGHT - MOF CLEARMNE SETBACK — - - - LIMIT PAOPoSFII FLOWERING/ L /Y /T OF CLEAR SICM LINE FOR SIGNS CLEAR -- ACCENT TREES LMIT OF CLEAR SIGN LINE 020 ������////���'' (%cl %F PROPOSED PALMS O ® mPNDE OVER BEDS. PATTERNS VARIES ��44TT ((//�V'"� �� ARCN/TECTORAL PAVERS COUNTY COROMADOPKWE &HINTERBLTD. I HUNTER BL VD LANDSCAPE PLAN GOLDEN GATE BEALTIFICATION; Af.KT.U. Z Q J Z 0 H U F-- Z O U O 0 SHEET ND. LB-23 30 15 0 30 SCALE IOC " N L A N D S C A P E ! N 5 T A L L A T I O N N O T E S 1. FpANG /BCE MO NON- fRANGIBLE TREES ARE REDO IRED TO NEET THE NININIIM 6 FOOT NORIMOTAL CLEARANCE IN THE NEOIANS OR A$ PERY/TTED IN CURRENT STANDARDS. f. No LARGE TYPE TREES OR PALMS SHALL W INSTALLED WITHIN 3 MOT OF A EA /NCH DEPTH IRRIGATION NA IN LINE. IF LARGE TREES M PALNS ME TO W PLANTED WITH /N S FT. OR ON TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 10 PVC SLEEVE OR BE AT A R FOOT DEPTH. 3. THE FIRST ROW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A MI—N OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FAO Y THE CURBING THE SANE DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. A. ALL TREES ANO PALMS SHALL HAVE A 4 FOOT MINIWN RADIUS OF —CH AAOUND THE TRUNK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED W /THIN THIS WLCH AREA. 6. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST ROW OF PLANTS OFF THE BACK OF THE LURBINO LAID OUT M THE CURBING OFFSET DISTANCE 13' MIN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE NEOIAN. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST ACCONNDOATE THE LAY WT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LA ID OVT IN A TRIANGVLAR TYPE SPACING— f-6. A It— WM TWO NOT WIDE —CH SAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST ROW OF PLANTS AND THE LACK OF THE CURBING. T. THE LANDSCAPE ARCH/Far AROMA PROJECT MANAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO PLANANTING. i J a w U =p1 l 1 N 9 Q # 8 a zs a U i 6 �b Z i O e U CD CD b ry C IY PAOPoSED CANON TREES 65 pRpPOSED PIANTIWANT/TY AMO /ORN• HEIGHT HC - MF CLEAR CLEARANCE SETBACK x — - _ - PAVPoSED FLOWER /NG/ - LIN /T OF CLEM SIGHT LINE FOR SIGNS ACCENT TREES,rA� LIMIT OF CLEM SIGHT LINE `pII•I QT`� ^N{ f'�+j + PROPOSED SHRUB AND /OR O ® 6RWM0 COVER BEDS. PATTERNS VARIES PPoPoSED PAlYS O W TEX. S BEE ENe. PLANS) COLUERCOUNTYTRANSPORTANON I S14EET F coROMDO FKH'F. & ecNTERBUD. HUNTER BLVD LANDSCAPE PLAN N0. GOLDENGATEBEAETIFICATIOA; AfE.T.U. LD -21 m� •• v ic.,��,. �`�1u1 ► -yF�'c Otlop � �J *.mil L A N D S C A P E I N S T A L L A T I O N N O T E S 1. FRANGIBLE AND NON-FRANOIBLE TREES ARE REQUIREO TO MEET THE YINIWY 6 FOOT NORIM TAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BY CURRENT STANDARDS. P. N LANE TYPE TREES OR PALMS SNALL W INSTALLED WITNIN J FOOT OF A EN INCH DEPTH IRRIGATION MAIN LINE, IF LANE TREES OR PALMS ARE TO W PLANTED WITHIN J FT. OR OR TOP OF THE MAIN LINE IT SHALL BE ENCASED WITHIN A SCH 10 PVC SLEEVE OR BE AT A 1 FOOT DEPTH. J. THE FIRST /OW Of PLANS AWN THE BACK Of THE CURBING S-L W OFFSET A YINIWY OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPAC IN GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CVABIW THE SAYE DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 1. ALL TREES AND PALMS SNALL HAVE A 1 FOOT YINIWY RADIUS Of MULCN AROUND THE TRUNK. AO SHfOBS OR GROUND COVENS SHALL M PLACED WITHIN THIS WLCN AREA. 5. ALL SHRUGS AND GROUND COVERS PLANTIM'. AREAS SHALL HAVE TM FIRST ROW OF PLANT5 OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE fS' MIN.J AND TO THE SPECIFIED ON CENTER SPACING ALONG TNF MEDIAN. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACEDTO BEST ACCOYWDATE TILE LAYWT OF THE PLANTS. THE INTERIOR PLANT ADRY SNALL BE LAID WT IN A TR/ANGULAN TYPE SPACING /PATTERN. 6. A YINIWY 7110 FOOT WIDE WLCN DAND SNALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE E OF THE FOLIAGE OF THE FIRST .ROW Of PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT A.VDVA PROJECT MANAGER SNALL APPROVE THE PLANTING LAYINITS PRIOR TO PLANTING. 10 C ;v " i v HUN ZXi CD COLLIER COUNTY TRANSPORTANON SHEET F Conox.LDOPA:RVY& HUNTER eIrv. HUNTER BLVD LANDSCAPE PLAN HO. GOLDEN GATE BEAGTIFICATIOA; AlST.U. LD -25 MATERIALS Y. PROPOSED CANOPY TREES S PROPOSED PLAN OI/ANIAND/OR HEIGM _ 'CE SETBACK IOF j!�f� Fwr y:1 _ = LIMIT I PROPOSED FLOWER /NG/ LIY /T OF CLEAR SIGN LIN£ FOR SIGNS CLEAR SIGHT L ACCENT TREES LIY? OF CLEAR S /GM LINE O ® GROUND COVER BEDS. PATTERNS VARIES PROPOSED PALMS µ O ��44TT (/�'� F;•!'T,Ly ARCHITECTURAL PAVERS IEY. SEE ENO. PLANSI COLLIER COUNTY TRANSPORTANON SHEET F Conox.LDOPA:RVY& HUNTER eIrv. HUNTER BLVD LANDSCAPE PLAN HO. GOLDEN GATE BEAGTIFICATIOA; AlST.U. LD -25 3BF j� 1F 8 +0.00 l+ p.00 00 + -- - -� - = - - - -- - - - -- -- 1- - �---------- - ----- ------------------------- N r-7 PUNT 2 STAGGERED ROWS-/ -- ALONG TURN L§NE +..�.`� .. -------- -DT------ _r. -__ --- —BT ^T DT —_ iaT.— T _....— Sire FE — - - - — � 8 L A N D S C A P E I N S T A L L A T I O N NOTES 1. FRANGIBLE AND NON- FAANGIBLE TREES ARE REWIRED TO MEET THE MIN1N/M 6 FOOT HORIZONTAL CLEARANCE IM THE MEDIANS OR AS PERMITTED BY CURRENT STANDARDS. P. NO LASE TYPE TREES OR PALLS SHALL GP INSTALLED WITHIN J FOOT Of A N INCH DENTH IRRIGATION MAIN LINE. IF LASE TREES OR PALMS ARE TO W PLANTED WITHIN J FT. OR ON TOP OF *THE NA IN LINE IT SHALL W ENCASED WITHIN A SCH NO NC SLEEVE OR BE AT A I FOOT DEPTH. J. THE FIRST NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A YINIWM OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FROM THE CUS ING THE SAME DISTANCE AS THE ON CENTER SFWIFIEO SPACING OF THE PLANTS. N. ALL TREES AND PALMS. SHALL HAVE A N FOOT MIM/WM RADIUS OF MULCH ASUND THE TSNN. NO SNALBS OR GAWMO COVERS SHALL W PLACED WITHIN THIS MULCH AREA. S. ALL SHNGS AND GHOUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW Of PLANTS OFF THE BACK OF THE CURBING LA ID OGT TO THE CURBING OFFSET DISTANCE (S' YIN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE YEO /AN. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST ACWYNODATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT IN A TRIANGULAR TYPE SPACING /PATTERN. 6. A M NIMUM TWO FOOT WIDE WLCH BANG SHALL ALWAYS BE MAINTAINED BETWEEN THE —SIDE EDGE OF THE FOLIAGE OF THE FIRST NOW OF PLANTS AND THE BACK Of THE CURBING. T. THE LANDSCAPE AHCHITECT AND/OR PROJECT MANAGER SHALL APPSVE THE PLANTING LAYOUTS PRIOR TO PLANTING. Ci � O D zo zo i 10 y � � {�7 DATI JC PROPOSED MATERIALS SCHEDOLE SYY. PROPOSED CANON• TREES 63 PROPOSED PLANT QUANTITY AND/OR HEIGHT ^ HC - AOF CLEARANCE SETBACK {I (7r; y:1 — — — — PROPOSED FLOWERING/ LIMIT OF CLEAR 5 /GM LINE FOR SIGNS CLEAR ACCENT TREES �. LIMIT OF CLEAR SIDI LINE 000 PROPOSED SNHf/B AND/OR PROPOSED PALMS 000 ®6R0(IND COVER 8E05. PATTERNS VARIES y' y N n + B z J ROWS R/R/ra, z Cl .,,.• x _______I � b z Y E EK2 j O 1 38 O z O y � � {�7 DATI JC PROPOSED MATERIALS SCHEDOLE SYY. PROPOSED CANON• TREES 63 PROPOSED PLANT QUANTITY AND/OR HEIGHT ^ HC - AOF CLEARANCE SETBACK {I (7r; y:1 — — — — PROPOSED FLOWERING/ LIMIT OF CLEAR 5 /GM LINE FOR SIGNS CLEAR ACCENT TREES �. LIMIT OF CLEAR SIDI LINE 000 PROPOSED SNHf/B AND/OR PROPOSED PALMS 000 ®6R0(IND COVER 8E05. PATTERNS VARIES y' ARCHITECTURAL PAVERS ' IEX. SEE END. PLANSI COLLIER COUNTY TRANSPORTAYTON SHEET F H0. Goaon:aooPlrRry�.&rf[ ;NTERBLrv. HUNTER BLVIJLANDSCAPEPLAN GOLDENGATEBEA[.T /FICATIOn; AfS.T.U. LD_26 10 L A N D S C A P E f N S T A L L A T/ D N N O T E S I. FRANGIBLE AND NON - FRANGIBLE TREES ARE REQUIRED TO MEET THE MIN /NUN 6 FOOT HORIZONTAL CLEARANCE IN THE YED/AMS OR AS PERMITTED B/ CURRENT STARDARDS. Y. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EN INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE PAIN LINE IT SHALL BE ENCASED WITHIN A SCH NO PVC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST NOW OF PLANTS ALONG THE GACK OF THE CURBING SHALL SE OFFSET' YIM /MIY OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FAVN TIE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. N. ALL TREES AND PALMS SHALL HAVE A 1 FOOT NINNMIM RADIUS OF YVLCH AROURD THE TRUNK. NO SHRUGS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. 5. ALL SHRUBS AMD GROUND COVERS PLARTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IV MINI AND TO THE SPEDIFIED ON CEKTER SPACING ALONG THE MEDIAN. THE REM !NG 10 ION PLANT ROWS SHALL THEN BE SPACED TO BEST ACCOYNODATE TIE LAYOUT OF THE PLANTS. THE INTERIOR PLANT AOW'S SHALL BE LAID OUT /N A ARIAMGULAN TYPE SPACING /PATTERN. 6. I TMO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIAST AOW OF PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL AR E THE PLANTING LAYOUTS PRIOR TO ANTING. X M1105EO MATERIALS SCHEDULE STY. PROPOSED CANOPY TREES 65 PROPOSED PLANT QUANTITY AND/OR HEIGHT ^ HORIZONTAL CLEARANCE SETBACK LIMIT I CLEAR PROPOSED FLgTERfN6/ � [lYl7 OF CLEAR SIGM LINE FOR 516X5 ACCENT TREES LIMIT OF CLEAR SIGHT LINE jrP7y f "'WW O® PROPOSED SHRUB AND/OR PROPOSED PALMS 0O 0 O 6AWN0 COVER BEDS. PATTERNS VARIES ���YY✓TT (J�" F'!'Y" ARCHITECTURAL PAYERS (EX. SEE ENS. PLANS) POI - "'.:n"..:r•"`.... i IIIII��ill, III��II���iUll Diu OU9r; La 'N�� tY s�urq OS �jy14"sfI _. NW� ��"- .... i �.'.5:. 6 � m 0 0 v ® L A N D S C A P E f N S T A L L A T/ D N N O T E S I. FRANGIBLE AND NON - FRANGIBLE TREES ARE REQUIRED TO MEET THE MIN /NUN 6 FOOT HORIZONTAL CLEARANCE IN THE YED/AMS OR AS PERMITTED B/ CURRENT STARDARDS. Y. NO LARGE TYPE TREES OR PALMS SHALL BE INSTALLED WITHIN J FOOT OF A EN INCH DEPTH IRRIGATION MAIN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE PAIN LINE IT SHALL BE ENCASED WITHIN A SCH NO PVC SLEEVE OR BE AT A N FOOT DEPTH. J. THE FIRST NOW OF PLANTS ALONG THE GACK OF THE CURBING SHALL SE OFFSET' YIM /MIY OF THREE FEET OFF THE BACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FAVN TIE CURBING THE SAME DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. N. ALL TREES AND PALMS SHALL HAVE A 1 FOOT NINNMIM RADIUS OF YVLCH AROURD THE TRUNK. NO SHRUGS OR GROUND COVERS SHALL BE PLACED WITHIN THIS MULCH AREA. 5. ALL SHRUBS AMD GROUND COVERS PLARTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IV MINI AND TO THE SPEDIFIED ON CEKTER SPACING ALONG THE MEDIAN. THE REM !NG 10 ION PLANT ROWS SHALL THEN BE SPACED TO BEST ACCOYNODATE TIE LAYOUT OF THE PLANTS. THE INTERIOR PLANT AOW'S SHALL BE LAID OUT /N A ARIAMGULAN TYPE SPACING /PATTERN. 6. I TMO FOOT WIDE MULCH BAND SHALL ALWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIAST AOW OF PLANTS AND THE BACK OF THE CURBING. T. THE LANDSCAPE ARCHITECT AND/OR PROJECT MANAGER SHALL AR E THE PLANTING LAYOUTS PRIOR TO ANTING. COLLIER COUNTY TRANSPORTATION SHEET F Ho. COROXWO PK9T. & HUNTER BV Z). HUNTER BLVD LANDSCAPE PLAN GOLDENGATE BEAGTIF7CAT10N, ALS.T.U' LD -27 X M1105EO MATERIALS SCHEDULE STY. PROPOSED CANOPY TREES 65 PROPOSED PLANT QUANTITY AND/OR HEIGHT ^ HORIZONTAL CLEARANCE SETBACK LIMIT I CLEAR PROPOSED FLgTERfN6/ � [lYl7 OF CLEAR SIGM LINE FOR 516X5 ACCENT TREES LIMIT OF CLEAR SIGHT LINE jrP7y f "'WW O® PROPOSED SHRUB AND/OR PROPOSED PALMS 0O 0 O 6AWN0 COVER BEDS. PATTERNS VARIES ���YY✓TT (J�" F'!'Y" ARCHITECTURAL PAYERS (EX. SEE ENS. PLANS) COLLIER COUNTY TRANSPORTATION SHEET F Ho. COROXWO PK9T. & HUNTER BV Z). HUNTER BLVD LANDSCAPE PLAN GOLDENGATE BEAGTIF7CAT10N, ALS.T.U' LD -27 10 30 15 0 30 SCALE L A N D S C A P E I N S T A L L A T I O N N O T E S I. FRANGIBLE AND NON - FRANGIBLE TREES ARE REQUIRED TO MEET THE N /N-M 6 FOOT HORIZONTAL CLEARANCE IN THE MEDIANS OR AS PERMITTED BY CURRENT STANDARDS. E. NO LARGE TYPE TREES OR PALMS SHALL M INSTALLED WITHIN 3 FOOT OF A E1 INCH DEPTH IRRIGATION NA IN LINE. IF LARGE TREES OR PALMS ME TO BE PLANTED WITHIN 3 FT. OR ON TOP OF THE PAIN LINE IT SHALL BE ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A N FOOT DEPTH. 3. THE FIRST ROW OF PLANTS ALONG THE BACA' OF THE CUAB- SHALL BE OFFSET A NINIMUY OF THREE FEET OFF THE BA CA OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE OFFSET FAD Y THE CURBING THE SANE DISTANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. W. LL TREES AND PALMS SHALL NAVE A 4 FOOT MIN /WM RADIUS OF NU- MOUND THE TRUNK. NO SHRUBS OR GAOUND COVERS SHALL BE PLACED WITHIN THIS WLCH AREA. S. ALL SHRUBS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE IS' IN.I AND TO THE SPECIFIED OM CENTER SPAC /NB ALONG THE MEDIAN. THE REMAINING INT IDA PLANT ROWS SHALL THEN BE SPARED TO BEST ACCOMNDGATE THE LAYOUT OF THE PLATS. THE INTERIOR PLAT ROWS SHALL BE LAID OUT IN A TRIANGULAR TYPE SPACING /PATTERN. 6. A YIN/WN TWO FOOT WIDE -CH BAD SHALL A LWAYS BE MAINTAINED BETWEEN THE OUTSIDE EDGE OF THE FOLIAGE OF THE FIRST ROW OF PLANTS AND THE BACK OF THE CURBING. 7. THE LANDSCAPE ARCHITECT ANO/ON PROJECT MANAGER SHALL APPADVE THE PLANTING LAYOUTS PRIOR TO PLARTING. n t` t Z M Q Q J F-I EL W Z O a� xu H:D z 0 U Jv JC PROPOSED MATERIALS SCHEDULE SYY. PROPOSED CANOPY TREES 63 PROPOSED PLANT QUANTITY AND/OR HEIGHT ^ - ROF CLEARANCE SETBACK ���/jLMS y;1 LI CLEARL PROPOSED FLOWERING/ - LIY /7 DF CLEAR SIGHT LIME FOR SIGNS ACCENT TREES - LlY /T OF CLEAR SIGHT LINE PROPOSED SHRUB AN R OO ® GROUND COVER BEDS. PATTERNS VARIES PROPOSED PA 0000 (IF J ARCHITECTURAL PAVERS (EX. SEE ENG. PLANS! COROXWO PKIVY. & H[.,VTER BLI D. GOLDENGAMBEACTIFICATIOK, AfST.U. 0 0 SHEET N0. HUNTER BLVD LANDSCAPE PLAN LD -28 10 30 15 0 30 a SCALE s I I � EB QV PE nA 11 1 av 5 1 rni. f I I I I 5 ' rSIT —T 3� -- -'r'� �`.T +D --- -T - ----' B ?.3T -- BT M .--. J ` ao +oo.ocy l — +00.00 `- Z -- - v . Q .. 2 STAGGERED R017 - W.� ..► ..� �„ ALONG HUNTER BLVD. F. —L TIJ E ._ 0 ` EK2 Q U - -� - ---- ------- -- - - -- �---- -Z- � --------- j - - -- - --- -- Z - EB - L----- r EKZ L Q _________________ -- - -- ---------- - - - - -a T- --------------------- f -� (------------------ - - - - -- � 1os - F - -- - -I 42 I— b I. --- , Z --t I O e I I I I I I I I I u R I B CS c O I L A N D S C A P E I N S T A L LA T I O N N O T E S L A N D S C A P E L E G E N 0 kk( 1. FRANC /BLE ANO NON -FRANC /BL£ TREES ARE REDO /RED i0 NEET THE Y/NIMUM 6 FOOT IORIXONTAL CLEARANCE SYMBOL DESCRIPTION SYMBOL DESCRIPTION _ IN THE MEDIANS OR AS PENN I"ED BY CVARENT STANDARDS. MA TREES 0 INSTALLED WITHIN 3 PROPOSED MATERIALS SYY. OF THE INNIG—ON 8 9 NLINE. IF TREESLOR P LNS TITY ALE BELPLANTEO FT. ONIONA11 -MINE PROPOSED CANO% TREES IF SHALL BE IF WITHIN A SCH 10 PVC SLEEVE OR BE AT A 1 FOOT DEPTH. 65 PROPOSED PLANT OVAAT ITV AND/OR !. THE FINS T NOW OF PLANTS ALONG THE BACK OF THE CURBING SHALL BE OFFSET.A NINHMUM OF THREE FEET HEIGHT OF£ THE LACK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL BE - NC - HORIXONTAL CLEARANCE SETBACK 0£fSET "`M THE CURBING THE SANE O /STANCE AS THE ON CENTER SPEL IF/ED SPACING OF TNf PCA - 33 I. ALL TREES AND PLUS SHALL HAVE A 1 FOOT MIN/MUN RADIUS OF -CH AAOUND THE TRUNK. NO SHRUBS OR /f,,�� PROPOSED FLOWER /NC/ - - - - - - - - LIYHT OF CLEAR SIGHT LINE FOR SIGNS D 6ROVN0 COVERS SHALL BE PLACED WITHIN lNlS .1. L Y AREA. ACCENT TREES 5. ALL SHRUBS AND GNOUMD COVERS PLANTING AREAS SHALL NAVE THE FIRST NOW OF PLANTS OFF THE BACK OF �A� �� LIMIT OF CLEAR SIGHT LINE THE CURBING LAID OUT TO THE CURBING OFFSET DISTANCE 1S' MIN.) AND TO THE SPECIFIED ON CENTER SPACING ALONG THE MEDIAN. THE REMAINING INTERIOR PLANT ROWS SHALL THEN BE SPACED TO BEST OQ PROPOSED SNRVB AND/OR ACCOIOOOATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID OUT /N A ® [[[ e ya�.'TA�.��j .T�K GROUND COYER BEDS. PATTERNS VARIES TR /INI M TYPE SPACING /PATTERN. } E�; PROPOSED PALMS G o O } 6. A /N IYUY 1W9 FOOT WIDE WLLN BAMO SHALL ALWAYS BE NA/ATA/NED BETWEEN THE OUTSIDE EDGE OF THE M.M�W �'�}- FOE /AGE OF THE FIRST NOW OF PLANTS AND THE BACK OF THE CORNING. ..._Te ARCH /TECTURAL PAVERS 1. THE LANDSCAPE ARCH ITECT AND/OR PACIECT NMNAGER SHALL APPROVE THE PLANTING LAYOITTS PRIOR TO ��- �y PLANrINC. d (EX. SEE ENO. PLANS) REVrsLULS /:- & � � v C0a[,m COUNTYTRANSPORTATTON HUNTER BL VD LANDSCAPE PLAN SHEET cORONaDOPKrrr.QNt:vrEaBCrD. _ GOLDEN GATEBEAGTIFIC4TIOA; AfS.TU. LD -29 t` m m v H LL7 a x U 10 3D 15 0 30 SCALE L A N D S C A P E / N S i A L L A T l 0 N N 0 T E S 1. FRANGIBLE AND NON - FRANC /GLE TREES ARE REW /RED TO MEE1 THE NIM 1— 6 FDOT HORIZONTAL CLEARANCE IN THE NEDIANS OR AS PER. ITTEO BY CURRENT STANDARDS. E. $0 LAROE TYPE TREES OR PALMS SHALL GE INSTALLED V/iXIN J £WT Of A E1 INCH OEPTH IRRIGATION MA IN LINE. IF LARGE TREES OR PALMS ARE TO BE PLANTED WITHIN J FT. OR ON TOP OF THE NAIN LINE IT SHALL GE ENCASED WITHIN A SCH 40 PVC SLEEVE OR BE AT A W FOOT DEPTH. J. THE FIRST ROW' OF PLAITS ALONG THE BACK OF THE CURBING SHALL BE OFFSET A YINIWM OF THREE FEET OFF THE HOCK OF THE CURBING. PLANTS WITH ON CENTER SPACING GREATER THAN THREE FEET SHALL W OFFSET FAD Y THE CURBING THE SANE 0 /STANCE AS THE ON CENTER SPECIFIED SPACING OF THE PLANTS. 4. ALL TREES AND PALMS SHALL HAVE A W FOOT MINIWN RADIUS OF MULCH AR(MUND THE TAYINK. NO SHRUBS OR GROUND COVERS SHALL BE PLACED WITHIN THIS LXILCX AREA. S. ALL SNMISS AND GRYKIND COVERS PLANTING AREAS SHALL HAVE THE FIRST IOW OF PLARTS OFF THE BACK OF THE LOBBING LAID WT TO THE CURBING OFFSET DISTANCE IJ' M/N.1 AND TO THE SPECIFIED ON CENTER SPACING ALONG THE NED /AN. THE REMAINING INTERIOR PLANT /ROWS SHALL THEN BE SPACED TO BEST ACCOMMDATE THE LAYOUT OF THE PLANTS. THE INTERIOR PLANT ROWS SHALL BE LAID Wi IN A TRIANGULAR TYPE SPACING/PATTERN. 6. A MINIMUM TWO FOOT WIDE NVLCH BAND SHALL LWA BE MA/ATAINED BETWEEN THE WTS IDE EDGE OF THE `OL I AGE OF THE FIRST ROW OF PLANTS AND THE BACK OF THE CURBING. T HE LAROSCAPE ARCHITECT AND/OR PROJECT NAXAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO PLANT I.. CORON.RDO PKWY. & HUNTER BLI D. GOLDEA'GATEBE9UT/PICAT /ON, U..S.TU. V) Z Q J n Z 0 HH I— U tY F— Z O U CD 0 SHEET N6 HUNTER BLVD LANDSCAPE PLAN LD-30 MATERIALS SCTHEDULE ST . PAOPoSEO CANOPY TREES S PROPOSED HEIGHT RC /OF CLEARANCE SETBACK PIgPoSEO FLOWER /NG/ � LIMIT OF CLEAR SIGHT LINf FOR SIGNS I CLEAR FOR �`�Y J�(j} ACCENT TREES �. L /NIT OF CLEAR SIGHT LINE PROPOSED PALMS O O ® GACVMO COVER BEDS. PATTERNS VARIES ��ii ((��'' •�` RAL PAVERS ��� IEX. SEE ENV. PLANS; CORON.RDO PKWY. & HUNTER BLI D. GOLDEA'GATEBE9UT/PICAT /ON, U..S.TU. V) Z Q J n Z 0 HH I— U tY F— Z O U CD 0 SHEET N6 HUNTER BLVD LANDSCAPE PLAN LD-30 30 15 0 3 SCALE PE il ::o �� QV 1 9w 9+ 49+00.00 51+00.00 rn 00.00 5 C> cr ------------ + ------ ------ > med > Medlon YZ STA. S/ STAGGERED ROWS BLVD. ALONr, PLANT 2 ---fi; 2g PLANT 2 STAGGERED ROWS ALONG TURN LANE TURN LANE CID d BF 1=3-17577 E. All 511, 3 EK2 ---------- / -------- ----- --- - ----- -------------------------- — ---------------------------------- -1 qB --------------- // \ 6 56 A------- --- -- ----------- ---- -- - - - -- -- 1 ---------- L A N D S C A P E I N S T A L L A T ION NOTES 1. FAAHOISIE AND --l-LE TREES ARE REWIRED 10 MEET THE YINIWN I FOOT —NTAL CLEARANCE 11 THE AfED IANS OR AS PERMITTED SY C S—. P. AD LARGE "PE TREES ON PALMS SHALL OF I—Aa� WITHIN 3 FOOT OF A E INCH — IRRIGATION MAIN LINE. IF LARGE TREES ON PALMS ME " W PLANTED WITHIN S FT. GROM TOP OF THE PAIN LINE IT SHALL W ENCASED WITHIN A SON 40 AK SLEEVE OR GE AT A 4 FOOT — S. THE FIRST ROW OF PLANTS ALONG THE NON OF THE ­9 SHALL ME GI'TSEF A MIN—W OF THREE FEET OFF THE SACK OF THE CUAGING. PLANTS WITH ON CENTER SPACING CHEATER THAN — — SMALL DE OFFSET FROM THE CURBING THE SANE DISTANCE AS THE ON C— —f— SPACING OF THE PLANTS. A. ALL TflFES AND PALMS SHALL HAVE A 4 Foor —1011M RADIUS OF NIXON —0 THE TWNk. AD SHNL&S ON CNOUMD —ENS SHALL SE — WITHIN THIS WLCH AREA. S. ALL SHMISS AND GROUND COVERS PLANTING AREAS SHALL HAVE THE FIRST NOW OF PLANTS OFF THE BACK OF THE ING LAID OUT TO THE CURBING OFFSET DISTANCE (3' —.) AND TO THE SPECIFIED ON CENTER —NO ALONG THE MEDIAN. THE ffkAINI#6 INTERIOR PLANT ROWS SHALL THEN � � TO BEST ACC NNODATE THE LAYOUT Of � PLANTS. � INTIRIOR PLANT ROWS SHALL SE LAID OUT IN A TRIANGULAR "NE SpAt"""'E". 6. A � ,;NI Al — FOOT WIDE MULCH BAND SHALL AL—S E MAINTAINED BETWEEN THE —Sla — 01 THE FOLIAGE — FIRST ROW OF ILAMrS AND THE OXX OF THE CURBING. I. THE LAWG=� —TaY AND— PNOJECr MANAGER SHALL APPROVE THE PLANTING LAYOUTS PRIOR TO PLANT- ioc ED O O COLLIER CO MY TRANSPORTATION C0RON.4DOPKW]K&HU.VTFRBLI'D. ] HUNTER BLVD LANDSCAPE PLAN GOLDEN GATE BEACrFjFKATjOV. M.S.T. U. TWEET LD-31 7— ik PROPOSED MATERIALS SCHEDULE STY. PROPOSED CANOPY TREES 65 PROPOSED PLANT QUANTITY AND/OR HEIGHT PROPOSED FLOWERING/ — — — — — — HC HORIZONTAL CLEARANCE SETBACK - — — — — — — - LIMIT Of CLEAR SIGHT LINE FOR SIGNS ACCENT TREES — — — LIMIT OF CLEAR SIGHT LIME 0()0 PROPOSED SHRUG AMDIOR PROPOSED PALMS -0000 GROUND COVER , PATTERNS VARIES (EXARCHITECTURAL PAVERS . SEE ENO. PLANS) COLLIER CO MY TRANSPORTATION C0RON.4DOPKW]K&HU.VTFRBLI'D. ] HUNTER BLVD LANDSCAPE PLAN GOLDEN GATE BEACrFjFKATjOV. M.S.T. U. TWEET LD-31 7— ik 10 LANDSCAPE SPECIFICATIONS 'TRANSPORTATION BLEND" PREMIUM COLOR MULCH: TREE PLANTING PROCEDURES AND SPECIFICATIONS 1. SODDING 1. NATURAL WOOD FIBERS. INCLUDING PINE OAK NELAIEUCA AND 1. PREPARE RANTING HOLE TO ANSI TOO STANDARDS. 1.1 TIESODDIMGSNA BEINSTAIL DANDMAINTAINEDPERME CANNOT COME FROM COMMERCIAL LODGING OR WIRVESTNO AND 2. IMSTALLPDOL BYWCEPTHSATDRLLEDTREEMIPATTEBOTTOM FOOT 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE MUST BE DERIVED EXCLUSIVE FROM RECYCLING SUCH AS LAND OF TREE PLANTING FU F REQUIRED DUE TO POOR DRAINAGE CONSTRUCTION' 2010", SECTION 616 AND Mt. CLEMSO. L WOOD LA HARVESTED FROM S. FLORIDA SOURCES > REMOVE EXCESS SOL FROM ROOT BALL EXPOSING ROOT FLARE M UPPE MOT ROOTS. 11 SOD TYPE SHALL BE ARGENTINE BMA GRASS. S THE MANAPACTURBIG PROCESS 'CURES' THE MULCH AND PROHIWS SEED GERMINATION L CUTAWAYCIRCLNG AND QRIXND ROOTS. S PLACE ROOT BALL IN HOLE AND STRAIGHTEN TREE, ENSURING THE TOP L THE RAW MATERIAL SHOULD BE A MINUS S tU INCH SHREDDED OF THE ROOT BALL M 1' TO Y ABOVE GRADE L SEEDING TEXTURED GROUND MULCH FROM MITURAL WOOD FIBER A FOR BOJI MATERAL REMOVE BURLAP AND ROPE FORM TOP OF 21 THESEEDINOSWLLLBEINSTALLED ESTABUSHEDAND MAINTAINED L THE FINISHED PRODUCT CANNOT CONTAIN PALLETS, PLYWOOD, PT(CCA ROOT BALL PER THE FOOT 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WOOD). OR CONSTRUCTION OR OEM pJ1ON WOOD MATERIAS E FOR ME MATERAL REMOVE ALL NON•BIODEGRMABLE WRAPPING CONSTRUCTION' 2010', SECTION 670, SN AND SOS. R ALL PRODUCTS TALL HAVE MET THE STAMAROS FOR CERTIFICATION BY THE US. MUCH AND SOIL C FROM ROOTBALL C. FOR U MATERIAL OO NOT REMOVE W RE BASKET. 21 SEEDING SHALL BE WRX BAHIA GRASS. UNCa_ MULCH COCNANOSOULD MATCH 1. MULCH COLOR - SIDLED MATCH FRESH OUT EUCALYPTUS •BURNT ORANGE I 0. FOR BBB MATERIAL BEND DOWN Oft REMOVE RARE THAT AS ABOVE UPT GRADE B SHAVE VE IP TO ONE INCH OFF BOTTOM AND SIDES OF ROOT BALL TO S. LANDSCAPE INSTALLATION 3.1 THE LANMCAPE HANTINGS bWLL1 BE INSTALLEDAND MAINTAINED PER THE MOT 'STANDARD SPECIFICATIONS FOR ROAD AM BRIDGE CONSMUCTION' 2010', SECTION SOOOR AS AMENDED BY THE SPECIFICATIONS AND PLANS, 31 DESIGN STANDARDS INDEX 601 SHALL SE AMENDED TO PROVIDE FOUR GUYS OR BRACES PER PRAM N AT 00' APART) S1 FERTILIZER THE FERTILIZER SPECIFIED IN 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' M0', SECTION 6S2 SHALL BE AMENDED ANDIOR SUBSTITUTED AS FOLLOWS: GRANULAR B3A2 FERTLUFR SHALLBE APPLIED AT THE Fd OWING RATES: IS) Percent oi-e (2)p .-1 ph..pharou.,(12) pawed - peMWu PIUF ONO And T. VM mlcro-nuhl. 0.3 pound p IOD.ry R (COUNTY TO PROVIDE ANALYSIS SHEET) OR GRANULAR 0-036 FERT ER SHALL BE APP4EO AT THE FOLLOWING RATES: 10) percent nWNo , (0) paA pho.phe , (26 ) Wa t ,C SOP MAD CI Fe, OS M& 3.6 W FL 4.0 pound "r IM.q. R AND TABLET FERTILIZER SHALL BE IN 21 GRAM SUE WITH THE FOLLOWING ANALYSIS: (20) P.rcent Ntrogn, (10) Percent pl Ovl N, (6) peremt poa..ium. TREES AND PALMS WWW.) 2 TABLETS PER 1' OF CALIPER T DAL. TO IO GAL CONTAINER A TABLETS PER PLANT SOALTO SGALCONTAINER 2 TABLETS PER PLANT C POT TO 1 GAL CONTAINER 1 TABIET PER PLANT REMOTE CIRCLING ROOTS. T. BACKFILL2B%OFDEPTN WATER ANOTAMP IN WHLEMANTANING THE STRAIGHTED TREE L BACKFILL TO 60% OF WPM WATER AND TAMP N WHILE MAINTAINING THE STRM(kRED TREE S. BACNFILL TO 76% OF DEPTH. WATER AND TAMP N WHILE MAINTAINING TIE STRAIGHTED TREE 10. BAWIU. THE REST AND THOROUGHLY WATER 1H. MAINTAINING THE STRMGHTEO TREE NOTES: ... .. _ _.._.._..._....__.__... .1 ANY DEVIATION-FROM THE ABOVE PROCESS WILL NOT BE CONSIDERED .. ASPERNDU YSTANDARDSANDWILLBECAUSEFORREJECTIONOF THE WORK 2 DAMAGE TO TREES FROM MPROPER HANpJNN LULL NOT BE CONSIDERED AS PER INDUSTRY STANDARDS AND WILL BE CAUSE FOR REJECTTI N OF THE WORK S. ONLY BBB PROPERLY ROOT PRUNED AND HAMEIEDOFF OAK TREES FROM ROOTS PLUS GROWERS WILL BE ACCEPTED. RECOMMENDED PLANT CORONADOPKH"K& HGn7EBB17). LANDSCAPE PLAN GOLDEN GATE BE 4 1 WFICA TION. M.S.T. U. V) Z a J z Cl H U Z ED u CD 1] SHEET M. LD-32 I R R I G A T I O N L E G E N D T� IRRrcAr/oN w.rER swa£r PInPVS£a s• .eu a ror (_xJY to Hv vro weNERSre(E rvw srAr/oN v/rH,wrowrm SE ✓- FLUSM /N6 fILTMTION SYSiFY Mp ELELIR/CAl OISCONMECT. INCLUDE' l -ItOY 6F1 OVTOOOR PRPTKLE OY D/SCONMfCT PoST. (OCATm IM L201M Ys. 5 OY MINTER BLVD. IAOPoSED AmOIOLA 11-1 XF 1, E OR 1 -IT—, . aC RfIOTE r£RVINK coxrRDUER wrrH roxc. BMJO rosr 1.ss" -e• ProrosfO IRxlczrloX vA/x. IIrO -Irro aASS Lym Pvc 6ASNA P /K. PAxMNL NRP<L SLLD. P� MPE PROPoSEa PvC TO MN'E IvECrux /CAL JO /m IwTExCOxxECT /x6 FITrINS wmx rRAxsrrloxM pASYEIS. sca" HOPE MO/a5E0 C1A55 Im Spa ll /!p^E CASIN6 TO BE USED of /M /CAT /ON YAIX OR LATERAL UN m SVR£KE CROSSIN62. rOT OTxEM SfE Ero. YED/M IWRWEYEYTUPLMSx PoSEO /rro -IZro cLKS — M LA PANTONL roRPLE SCLC. s /Zf5 VARY — TO PLMS.M L /NE. SCHQPw1 PROPoSED ELECTRICAL —IT PoR IRRI6Ai lOY NAV STAT/Ox, O/AEti/ONAL mK INSTALLATION. REFER To NOTES . . FOR 5 /zf5. TRIC S£RYIC£ OWP —IT a roNOU — FPoY row ER pLE MMO MOLE no Toe .—IC. CAB/N[T _- To PoYP —ma. rm mxERS sEr ENC. YEOIAN /YPPoVeYEwr nAxs/ PROPOSED I.mAT N OR SUBYAIY ISOLAT /ON vKVE3 BZ PAOPoSE -/N• C( s ED —1 611BBLERS ZOXE IA 1 LIRE. 'I-m. YAIN 1RES5URE RELEASE YALYE: REFER TO DETA'11. ® PROPoSm /RRr6. — A/R vACWY RELE/F vALVE, REFER TO DETAIL. �� P/mPo5E0 /Prt/cAT ION YA /N L /NE PR£SAIR£ CNECR PoIxT. PROPoSED E• SCR. M NC roNIXI/T Fn VALVE .1. CONTROL M A w/Rfs '4P PRVPoSED /T/IN F(USH ca Off, SIZE TO LINE. 0 ROPoSfO / /6 ON T/ON ZOMr cOMRJL YALYE. FIELD AD/UST DC .1EONx 1/Pol I tUX1 1wEN L CT YITH TREE/PALY. A SEPMATE roYwX FOR EVFRY fOUA r11 vA(vEs ® PROPoSm I. 0/A. J /1• SCN. 10 PY[ BKL VALVf /X IO• C IRCULM VALVE BOR wlTN sMVEL. O OCAT O%KREASM 11NCC0,xFL/C1 - TREE/PALY.AwUST PII0PoSE0 R£FL£R IVf PAVEMENT I/MRCR. Ill PER VALVE OA —1 Of .... VALVES ONE ON EACH S /aE OF TM: xEOIM. � PPoPoS£D HOMER PPo SPRAY /E' NION PoP UP SPRAY HEAD OFFSET Y — OFFSET FROM BACK OF CURB /MC TO vARY a sm ufOX nAAr ATERII ALRBEIN6 /MI6Aim. - NZZLCSr Rc5613. SSiJO. U -S /5, CS -SJO. B SS -9le PPoPoSEO AD/UtTABIE FL000 BVBB[ER5 E PER TREE AT —z or Rro vex / PoSED CAS /NSS xa OTHERS, SEE EIIArCc R /NL Ym CA MPPoVEYfNT PLMSI PROPoSm CHINS OESISNATEa /OENJIf /CAT IOX PPoPoSEO CK/xs SIZE xo Prorosm cws/xc £nrYATea L£KTH R/I PICCOLO roNTROLLER - EOxf CON TROL PROPotm PPoroSm YALVC COMROL .1. roYwN I KTI-1. 6A. SIZES O PPoPoSEO £LERR /CAL CAB /MET SEE •CONJroILER OFTA /LT SMFET INaTAlLAT IOM i0 ONLY INCLVOE ELECTR /CAL SERVICE EMCLOSUM roM ION E -I NO SYMBOL M/MET "'DIFILEA locATm ON LOMsE 6ATE PARFwY Y f •IY 5400 NIrt BREW IIEO UPEUErEARApCE MF [AETD /O vi�xRCOLLiEPECWmro I( M% Iml PROJECT YMKER. INSTALL PICCOLO /m AC[ Uxli lP/Yx M/rN Polf AxTENNA RIT. VPoRADE MO INSTALLATION BY COUNTI. ERf NV /PS IM W P Cr ',... To sp ML2 - 2' Ito 3' WR12 C .......... WR74 ',' CL LF2 T PCP Pr GV3 3• GV2 T AIR W PR W Piping to z VALI.SDC Tom 220-2 isolation w Piping tp z POP12 Hunter Pro Refer to III, BUB IMtrd 533 Large cam LP 4VC Lateral lina Minimum .I RPM Green cola ', ... re on sac 10 FERIALS SCNEUULE: SD%a PLANS UNIT QTY. Source: twt li S" wail 6 wbmanihle 10 hp 230V single phase pump with VFD control pump station sizing BEhati for sizes. ma p tationt be 100%,sparab IPer plane. at b spapM t nd.rn_anufactu hspeclfi bona. be ruse —tr color coded., cord of & hydrometer globe mount M; autom tic saN Rushing fill sy tam with discleug. eurrr, PWCEI all Maeoil sous wmponms, piping, ,sing and Htings Ea. 1 ROLA Radio Piccolo 703 1, 2 or 4 Oulput/Ststim Irrigation Con romper Installation only .... ... rag post est o Ile, grcurzing whIv wine oxInnections.. 10016 W ti ml per pl ,damns a � isAatim sM wM coons b per mmu[act s recommendations d spscd ations. -'Ea 73 3 G 200 ga keted I ga5on n ins with Harco DIP fttirgs Dy tr.neNnp,. ParROne Pilryla522C. LF. 1154- 9 Gns 200 yasketed ildgation main line with Haroo DIP f frogs by trenching. Pantone Purple 522C. i L.F. : 10372 G 12 ga. Win (ground) sold o pps Inwlated tabl tar direct bunal L.F. 520 ......,. .. . G 14 ga. Wire (ground) add co ppsr, insulated suitable for direct Ductal _ L.F. 12d0 ire blow oII poims assembly b include all piping 6 ittlngs : Ea. '.. 3 oim 0-190 PSI Liquid shad pressure gaups and air wlw with adequate Sc1% 40 pw teas 1 inf submain pressure h kpo nab. Ea. .. _...._ rd epoxy coated isolation qab wM with norr+iaing *tam Nib­ or approved equal ..4. Ea. - 7 W po y coat d isolation gaq I M re abm Mbc or appowo equal E. 2 _nlisirg 1, 1.6' kdgation air wcuim Nnae Refer to detail E. 4. LS lmgatbn pre sure Mia /wM. ReferbdetaA Ea. 4 1 Oumk eauplerwM Installed within jumbo ewM boz -- Ea. p� ipl ngwM.k ys wd ewwl ell on. perbirwhes. Ea. 5 ....... 1.25 220 Sense Braes Ekctric DC Solenoid Valw with pressure regulator, 2" Red White 206 Senn M earocateve and free forr"ple wlw I ab ns to M 3' dl , Slza each zone wM connection .. a GPM requirement FiataA urdb Wthin • jumbo size wM box par Details dplare. ....... Ea. is .,..., 1.5" 220 Seri s Braes Electric DC Solenoid VaM wth preeauro rog AaW,, 2S Red White 206 Sense wha service bas and ins for multiple who location to be T dia., Sae each zone wh connection - e GPM nqui m YutaA unite wtNn ajumbo size wlw boz par detail. S plane. Ea. 3 PROS- 12CV -3, 1T High Pop1Up Spray Mad body with drain check whe _ _- - ...... ............ ......... attems 6 nossfi rerpss. -.Ea. 524 tom FPL hand hd to encbaure red 6om sncb b dseonrw nnbly to In krde outdoor 120V duplex /GFI ro pt.acls maiii0. T ach. 40 electrical conduit by directional bore tom erelosure to Aq mporenb bra 700% elaetri I mca permitted Irrobllabo PVCBV Install 7' Dia. 34' sch. 40 PVC bail wha in 10" circular who box .rsto receive .5 6 .25 GPM. Ea 542 sizing BEhati for sizes. ma gNCLUDE IN be ruse —tr color coded., HEAD PWCEI are .... ... Ea. 56 Ea. _. 26 Ea. 66 long main line. - - Ea.- 231 ns 8 detail E -1, Conductore and/or conduits and to pump station. Electrical aenxe disconnect on dtaumnrwot post 5 fiat from pump station;. .dian is by others, See Eng. Plan »r County, State S National Electrical Codes LS 1 dih growl. Ea. Ea. d I COLLIER COUNTY TRANSPORTATION SHEET H0. COROA:4DOrxIVY. s HUNTERBLID. IXRIGATIONLEGEND GOLDEN GATE BEAGTIFICATIOA; AIST.U. LO -33 30 15 0 30 ®SCALE 10 1 R R 1 G A T I O N L E G E N D I R R l G A T I O N L E G E N D 1 R R I G A T I O N L E G E N D I R R 1 G A T I O N L E G E N D xww � � [x`"r w..vsr � o��.�� �m .smxxm. rou • �� at:o. � tecrn` u`v�`.a wv mroru urcw nuxiox [u me ..uu[.rrox. wru rorxorn rvn s.zes: 0 ..�rz"r rm .w saw ur.we roxxws ro: evice vu rw<s rcrrrrrurrov �� ss ° c ran ea�rxom uwrxu � :R> ro omit nw�xa corrnv"uitrv.iir �o c.xswvo rosr. rou xuo rote n t xr amrnrcu c.erxer um�cc r.xm ® uvu. rx` nut vuvr .x .o rontrouw :a:��� .ni sit..0 r.xsroc rnwases rav a r u rx r uv nrrc. rrr[m wort[ tu. a.ss mo w` �� � � • ex ores 00 vu .o ow xa �xc crrrrxxrmxnwsru..xo r - °"�Lrna rxrumxxmrrn gZ _ n^° [°o °"o w.st[a . ... rx: ro vxm usm woxr [ srx.rorm reo rvr[ rrorouo von cuvrmt ..re caww [ xnrvrtrev u. sites .wss .so �r � csxsrxc tc ae usm� ® °sowt mo Mrc.x x rieessmr xe.rwsr vxtve. w r icF riv. v mssuss. ® s[o .v. x .rn vanva ute.r ntr[. ........m.__...� Z' r a.oniM mrr ion an mxrrot ..en � for nox rrccoto to vav[ ruttvs[ � 4'� p rxsraurrox to ox[r iwxvx su •coxrrot on.rtrovrer -1. c -r w•rcc u[t ea[. w.r trxe cxr[ roixr. • • or ant nv.t. a noon wnuus a rcn rnee .r racr ® vuvrs ox ru v.tv[ os erovr or sm rrttt�iivi s�a�x Ka ix i QQ4CL�1CO3 COLLIER COUNTY TRANSPORTA770N sN[[i NQ conoxaDOrxwxsHU:vrERBLVD. CORONAUOPKYIRRIGATIONPLAN GOLDEA 'GATEBEAUTIFICATION..1LSTi1. _ LO -31 i x a t v rn 30 15 0 30 SCALE 2+0000 ES -515 CS -530 1 10 ............ ... �. .... ........5....r.. 1 2 2 2 3 2 1 R R 1 G A T I O N L E G E N D I R R I G A T I O N L E G E N D l:ll°`I 15cuxxcrr ron. 1vF. nm.F t�„'Ud,� [rorF rw/ur cevrKUw .nx mm..ar4 rosr. /e uart/ur cterxn sowlcc .sxu r. r ./ - ntss eco ns �_ r srF vrs ^° " two rc tsvreK wKrc um. rvrrKmxmc cv4ss/.SS. ®'rctr - " vKssnK Klr.`.s/eu[n "0 rrav /•rcmm ro .•uxr w. p1'r rw vux[ mnKr .rKS _® �rosm /Krev/uxx. /x .�.�tresw.K cKrr ro1n. N n x a J Lrr rn I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D /t '"[se+r n.xsr 0 �osK,ewu/IV[5�l"sFF:.nurse —E. Irv4 tm vxo c.slxv Fsrly rm cra+mx rrcalav FKroSm / ou. srr Kv. xo rvr i.xi-rc tKrosco /.Sr[.rmx nvF ro.r541 vuvF s /cF. tc ov � ... Ll:r' uxr vru/u r/ xv lvrrcvm. 1xe ro s.K a5m 4rov n rrolo ,F I tKrosro vuvF covrKr ..K my w t urlttrlov a. st- lFS, KsarS. aa5o. es -515. csa5o. 5 ssolt tvorosr5 [lmrmcu curxn sFF •mnKrru an.1u• srerr /xsruur/4x r4 au /R'C4K FlFtrtictC SCtv1cF uLr4wK roKrox C -/ ✓t } Imro5m .W45J.15[e F[400 wreSlLe' t tG5 rK[ 4 [RC �Y vtKKSFOxA �C[ �IVfS� �/I v �n�rtl KR vuvF M s.IX/t N COROMtDOMI —I. Q-R6:YMBLID. CORONAUO PKY IRRIGA TION PLAN w GOLDEN GA T5BEALTIFICATIOX, A1,S.T.0 SWEET NIL LO -35 Y n px G ny H N t rn 5 SS -9 .5" ES -515 CS -530 9 +00.00 10 " I R R I G A T I 0 N LE G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D IME gJY�]m [y KLL�OKJmu¢r ( � [q'�E ]H[m]IIE] IK. rota/[ /[Mw�ir[fgR �I I Jul/ r m IKnlfr[rrr0< FJrrwr rlwEl �' <m x 2" IRRIGATION MAIN Q5 9 189 CS -530 f crsrK Fsrlrrm Irsrtl avLO a J. [ ort . srrtro /s, m l[lgMw KYOr[ rptllY <L [pYIroLW tlnM tGC. CwJO ron. LTJ • •... 3 4:. 3/4 • H ® Pllxo wvrosm vrttoco c]tlrroL "' - sorz coYrioL vsLVC wJbrw jp P7 �07.._ivJ,nox J �— r trm P1 -02 v U I R R I G A T I 0 N LE G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D IME gJY�]m [y KLL�OKJmu¢r ( � [q'�E ]H[m]IIE] IK. rota/[ /[Mw�ir[fgR �I I Jul/ r m IKnlfr[rrr0< FJrrwr rlwEl �' <m `J `-' qsr . v Imf05m ut[�K[fl IM Q5 WMnn [pvpYS IOC [AIO f crsrK Fsrlrrm Irsrtl avLO a J. [ ort . srrtro /s, m l[lgMw KYOr[ rptllY <L [pYIroLW tlnM tGC. CwJO ron. qLC x✓o rcu m T roKn m K m<IC4 [rI l /R ]LNI[E ru'E[ r0 qM srKly. ® rgrosm /• Oru. JrJ• scx. b M n �I I.i]TC wvrosm vrttoco c]tlrroL "' - sorz coYrioL vsLVC wJbrw jp T'e J• fr rlrc. rwvlWr IVNIC 3<t[. cLYS Cm N[ J �— r trm O OSI b E011 rloro]m IMrculw .ar[ [HIDE vuv[ slCe. K O/ I _ E rosin rvc ro rot Jecxwlcu J]Iq rgrosm sir I Is BZ - - cL:us mo Jvc elmLrn r ......... rrorosm xnru rno snty Ir la m v,w E[sru uroY ru K[ -sn, u sm. Lzals. Ix /II• rgrosm vuv[ mrtgL YIK coma [ JcrrvKro/ sn. I ® / ..._>♦ � �. cs -sso. [ ss srs i O w sw inn ro< rJLVr rortror vwstrgs. L Ks u� wtl K[ Ir rvvuvr. ' -J° r /sot aYLr rmLUS[ ELenxleu srnvlLe evewsuK roKlov r I rq/ rlcmL[ m v<LK or. —� rgrosm IKre <rrw YuY L ur rKUUK cKCr ror/r. r� Y r'dr0ilmuu earusrJm r rLOao alrLrc [ ru rKr u ra< ® vuv<s o/< o[ ucn sr¢ or rle Kolu. °rn vuv[ an uwr ar p COLLIER COUNTY nUMTORTA770N S SHEET COROMDO Y BUNTER CORONADO PKYIRRIGATIONPLAN NE. GOLD)EVGATEBEAiTi FICATION; ,ALS. T.0 L ➢ -36 30 15 0 30 SCALE !jY 10f00 \ / / +00.00 dols /3+00.00 :, — .. 12 +00 00 .............. ._ .... .�. r, .,. .,,: y t X, }•,v r2' IRRIGATION MAIN C 5 -515 tT1 r2" IRRIGATION MAIN -.. _... BZ .. .. ." -- STS - ........ -- ....... — ....................... ............. .... .... .......... ........ .......... _'-'-- ' -_._._ - -_ ....................... ...... HOPE ,' y'' / 132 1 2 130' 130' 10 4 px 4 a a W J 00 O� I R R / G A T I O N L E G E N D I R R ! G A T I O N L E G E N D I R R 1 G A T I O N L E G E N D 1 R R I G A T 1 0 N L E G E N D ,ree.,rr w.roxr roe ear,. ,o• -- era mrrxnm rrrnx °°��pp�� rmrosm wrswu .raoro r. i. r w . srnrow, w rs�x•'w rcore rueresr mneeum .nx w.a e,.vo rose. rc rev a �. sa+wn . weowrou reox rase rote x.ea wrr re r K nrarercw eeerrn se.vra n.+n ® rwnuo i• or.. sn• scx. a .n uce vuvc a ra cr,a�,,,v v.�ve wr .rrx scare. rwrosm rvcwca cwnm� rw mee w.vwr vuvc wwea +.xeve rrec. rurw rv.ne uay. r — curs �.. � ."�- .'- 'c" -irm wavxrcrr e rn.i.s •ere reasnro.0 suns. BBz r oro.�r�co •w r ..0 mo ar acacia n xr. : rinv e,cv orsur vrox err or wpm `� rw n v,:s e.s um ro. rA� r. er.csrrrcr ox�iurr ��� core .rorouo ee.ss rm su rr xwr usres ro er uuo eer cwssrws. w mrr . v v ro K r wnm� rers .ax:osm uure. eerr veesttMe �rcruu uun. ® ® .re v.cwv ucrr vuvr. `. I9:- -. qi. _ -_ tlfl -_. nar xsruru acrxs imrs.rm. rs, ecs -srs, u -sse. a srs. cs -sss.. ss-,re � r.onsra .uvr mn�orrerrsArarro rc mroe ..c.ry rear se s srs rmuurroe ro urr reewa nmrercw sowmr unoson nenoe e r O rmx nmre ro uun wr. _y_ .wrouo reerurroe x.rr .,ee r�mm crew rorn. r 1' w Msr. a nwe eam�rrn r .m err .. cote ® vuvrs our a r.cx s�rc r ne vuvr w sew. v COROXWOPKIVE d- R6NTERBL1v. CORONADO PKYIRRIGATIONPLAN - GOLDS,*IGA7EBEAL.TIFICATIOA ; d1ST.U. SHEET NIL LB-37 10 - �_ / w SS -530 SS ^ -918 SS -530 SS -530 SS -�9 ;.b;e • ^' 703 ®P3 -bEy, "' SS- 918��� 'F P2 -04 P2 -06 — '- U - -P�CC7OLO DC %CC 00 .... .... .. .... .. .. .... .... _. _ ... ILO _.. _... ... ..... -- ..... .. .. .. ... .. ... ... .. .. ... .. .^ -.. ... _.. ;•...... -_. _P2_03_.. P. 2 04...RBUBBLIR RSPRAY ...P2 -07 - - -- - .. ., .... -- : ................ ........._— , ...............__ _. ---- .......1.:5xDC . _S".. __ 1.25 °DC _ .............. _....... ._ ........... .... ...... .... ------ -... ., ......... ._.. 42 GPM 35 GPM SPRAY SPRAY coonv I R R I G A T I O N L E G E N D �� uorr rrmur m rtura .nx sP.o. evuo rosr. :•. r ruirie. ic'rracW rra:ui i'artro suss rm ..< '�'- .- �.mras rnrrcmxarrc '� u riM ours n m urmnc[ crossrvr ro evreoL r�wr rrcrnra n vuvr mi. °un rcn vuvr cwrmr vrna I R R l G A T I O N L E G E N D I R R / G A T I O N L E G E N D I R R I G A T I O N L E G E N D a m a J rn ur� r:+c. rvnoxr cq x. rt r _ rwr now — 0 s svrtrr cocoons nrt nra �.� c.srm rnrmrcmrncrxrrrc.vrw nr narrtrcu crun suvia nxrr ® mrr vuvr rx rP "�,� � - nmrP rva Q0 "sr BZ - - nnss rm M mmrrnsPMs[r mM s. ® x rrtrw:r,e nerusr vu r. � R -',' rxroroa. ms -sus, w sso. a -srs, � sm.vHSS -srs rs /'r• M0r0w0 ruv[ cmrror rrm som [.crrvurw ar. srus ® v vrrt vx:mv rtrrrrr vuvr. .._.,.. _. m, �,. ,_., O .xsruwrm rs Pxrr rvcrum rrrcrrtrcu tur•rcr a+crvsune nrtrrm [ -r �— rawsm rmrearort vnu urz vnswnr cures nor. • • � noor mu. a umP mmrea t ru rue xr rar v^rva oxr a r¢x srv[ a rrP: vmru. ren vuv[ a snmr ar Y I StEEET CORONdDO PKIVY & RUVTER BLI D. CORONADO PKY IRRIGATION PLAN GOLDFV G.{TEREAl.TlF1CATIOA; AIS.T U. LO -38 44 30 15 0 0 30 SCALE (4f00.00 ; / /5 00.00 If +00.00 _ _ a . _.. - - y.... . ........ _ _._. . "B' " " IRRIGATION M S S -918 SS 530 SS- 30SS -91 I R R I G A T I O N L E G E N D �� uorr rrmur m rtura .nx sP.o. evuo rosr. :•. r ruirie. ic'rracW rra:ui i'artro suss rm ..< '�'- .- �.mras rnrrcmxarrc '� u riM ours n m urmnc[ crossrvr ro evreoL r�wr rrcrnra n vuvr mi. °un rcn vuvr cwrmr vrna I R R l G A T I O N L E G E N D I R R / G A T I O N L E G E N D I R R I G A T I O N L E G E N D a m a J rn ur� r:+c. rvnoxr cq x. rt r _ rwr now — 0 s svrtrr cocoons nrt nra �.� c.srm rnrmrcmrncrxrrrc.vrw nr narrtrcu crun suvia nxrr ® mrr vuvr rx rP "�,� � - nmrP rva Q0 "sr BZ - - nnss rm M mmrrnsPMs[r mM s. ® x rrtrw:r,e nerusr vu r. � R -',' rxroroa. ms -sus, w sso. a -srs, � sm.vHSS -srs rs /'r• M0r0w0 ruv[ cmrror rrm som [.crrvurw ar. srus ® v vrrt vx:mv rtrrrrr vuvr. .._.,.. _. m, �,. ,_., O .xsruwrm rs Pxrr rvcrum rrrcrrtrcu tur•rcr a+crvsune nrtrrm [ -r �— rawsm rmrearort vnu urz vnswnr cures nor. • • � noor mu. a umP mmrea t ru rue xr rar v^rva oxr a r¢x srv[ a rrP: vmru. ren vuv[ a snmr ar Y I StEEET CORONdDO PKIVY & RUVTER BLI D. CORONADO PKY IRRIGATION PLAN GOLDFV G.{TEREAl.TlF1CATIOA; AIS.T U. LO -38 44 loc '^ 30 15 0 30 SCALE $" b 18 +00.00 19+00.00 20 +00.00 K_.... — ;r ...... ,. _ .i '' w _. 3 -.. ... ..... - .. ... ... _.. ... ._.�...... .... .. . -_..� ,., ': x �+ 539 - -- — B v� IRRI ATO L SS 530 SS -918 3" RRIGA 10 MAIN a SS -918 SS 530 RIGA ION WIN n vr+ /. Cn y = . - <.. - 5 -530 �" •' SS -530 SS -918 �:.' • "" SS -918 SS -530 ag ;�: SS 530 N _ rn — ._.... r.. i b 6 b I R R I G A T ION L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D (� im r veu •umvrsr �v[. rmrm[ i01 r rarrurrm r rm �aurrrrzsrros <'�" 11A"sr rosr 0 v[ r2.oi =s"a"ivxsry wrr cro ws ro. evw <Arnro a.sne mrw.m c s ,z oirmiwimi ea<rm�"'ira< v� oo <.�airy nsr. ���� � narrcu c..sr.n mnrcr <wn cram <ry ® auc u�vr ry ry vx -m Q f r• s• - cuss em m u<nsroirre. vwrmr ro use. vrxca s¢ unr.w rwrov vevr rusr vuvrz O .:sue ,a w rm = `F...9!4 rnrsrnsreerrv:_iao err Bz cuss my ava •vase<m IA— _ _... - - .m ry vw¢o°urav°< �rosra sour s^"" " vavasm rrrt ru; ® • ^'rs'"°'r ^ucuc v.sve. �.�`:.�' ,� s rmrovrro. es, srs -srs. ss -rx. o srs. cs rroros<u vuvc ronros .rvc rnsa< • .crrvurv< a r ,. s <o ,,re crossrvas p n rv< v v cmrm v � r � rocs ® r •re v.mav mrev vuve. ,...... m . ..... -sm. • ss -srs O unuunm ro uu rv:mm narrrcu suvme <vcmmm n<nvv a -r £ rm,.,aaxa ro aur< ms.`°"" �_ <mA<m rmra.r,m wr. �,w �su� r,�rr A,«.. �, � m� •:."�an•,xr r�ma ,am,ra r �< rr<., rac � r.�.« ar m �. ::,� a< rm ,ter... n• v.r.r ar ate,, a, i rtEVrt�a ' �p� &TQ04aClc{7.'Cd COLLIER COWIT TRANSPORTATION CORONADOPKYIRR/GATIONPLAN SHEET w. conon:aDOPKnT.sernTEREtrv. m GOLDEN G 3TEBEAi.TfF7C ITfOA; ", T O I p_39 a a x r l� y a N_ J to 10 30 15 0 30 SCALE RCS -515 CS -530 ES— I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D (.� rnrex rowcu nommwr. ��� � Korosm ::m- rxe..xnwe VLXJ nnxe� k rr`w "oi`x"`w °ai r'w�r ' roxne sue. z r�x�"a aroK rasrx cwrro�w .rrx wxc�. swo ron. K necre�eu c.erxu suv,a .uu Y. s• _� rK. I rwvfaxrxronR[ srmtm ct.vss me M �-N— xx .x � Y �ru -.�Lrm �xrr�mssmrrx B2 rvrvsm�µ•t ccwss mo rrc aisetru xol[[� wn rw vs r r`[ aassras. ® x n n vncw�arrvuve. rro. nca�x m voce ro[. v e `v`�`ro� rKS —�•— rwrosm i.w:wriw .u. erK rassvK [nett roan. Gt x r M a N a, O, I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D col 0 °Y m Kw�uz sr.LOgM.i'r`�a.�o'isrie�• °`Gb un � onset cu�.c [ni�.rm �wcrx r,urrw urn K.xs� w %:i yours. Q csm �[vo°:x°ii`c `i rci v rx`i`rui[ca .wxn a w - -.._ .rorosm ��mxsrwxrrcx�w.rov'ro v..s °vuo Ai[r � ° it rrorosm v.wc mnroi .ur rn..ox • rornrrw w. sixs � V � xxic.viw mxc rn�v.rm rcarrnu �w x.r . �j m... _. i m xcs -sif, ss .aro. [secs. cs -em. x ss -fit E -i �xsruur[twmrxiu"I�ixnai¢ •[oxrm(�aruc ob�la rev�w [ i Va row aur. mca man[n t w r K Al ma ® vans we w cx x na w necro Kc/ uve�w wo r a COROKADO PKfVF. &NL:NTERBLID. I CORONADO PKY IRRIGA TIONPLAN T.U. GOLDEN GATE BEALTIFICATIOA; AM SHEET N6 LD -40 10 c '" 30 15 a 30 SCALE cn U 0 r ' 26+00. oa 29+", 00.00 L, 28+00.00 Ar,� � u --- -- 28100.00 _c� �n -------- Al'-, - -- - ---- – ---------- ...... ........... > ..00 –274 ........... ...... ..... . . . .......... –.;;� ...... ... . .. ........ ................ ------ - 174 P4-0a p 4 STAm SS-53 4 10 4 BZ c 4 P — ----- . ......... . . ... 3. SS-530- 3 IRR IRRIGATIO -MntLmk"� s MAIN- 1- .25" 3- IRRIGATION MAINZ" I") ICA ..C$�–�Qo ES -515" .. ..... . ........ ,11– 7:4Z + L! V-1 jolt & 3/4- --A + 1.25" SS 530 ES-515 oo P'4' -10.. P4-11 1.25"DC --T25'DC 1.25"DC b ..... ._..........._..... >t. . . . . . . . . .. ........... . ........... .. ... .................. ........ ......... .......... . ................... T GPM- 2,.j -, G P U ..28��GPW. –1 2–GIRM –ST5FZAY-- BUBBLER mG SPRAY p PR –.89" 5-1 GP� PR 1.1" PR-1.1- 17/3 82 92 — 118, 118, 118, .12 14 12 / 14 12 / 14 12 / 14 i R R f G A T 0 N L E G E N 0 1 R R G A T 0 N L E G E N 0 1 R R I G A T 1 0 N L E G E N 0 R R I G A T 1 0 N L E G E N D (D .Lr ZZ BZ ,.11 All Am COLLIER COUNTY MNVORT41711111 --T-SHEET CORON4DOPKIFY. &H�MfZ CORONADO PKYIRRIGATIONPLAN GOLDEVGA2-EBEAtTIFIC,4TIOA',Af�S.r.UI 1.25 DC 10 30 15 0 30 SCALE I R R I G A T I O N L E G E N D 0 +00 .00__._ ................_..`, ......_. ; .......--- ........._........... 31 +00.00 .......... 32 +00.00 33 +00.00 �mus'msiiems cv`w� u�mu crxe. eunve rq nvsxruw on, srm r ,m rmwrrrrcuro. ncrr nusr � rmovcn ron 0 m sv.w ecrrorrdoisrrYrnw n'e. vn e�� r..srs mrmm uerx a re nmercu cur.n srsvrcc nvn ro ro+ nsrro.. rroru rxrssvnur n.wsr � sv orrxrs srz cm. —w-- erorosen rxresrro. x.rr on sue..0 rsoeuvos vuvrs ® O _ `" iz or .n� m w H n arowsm sH• - r -rrs• euu mo rr¢ mexrns ..._......... ---- 5-530 rrrx rsamux.°O' erorosm wnm rro scow rr xrsx rw.r sw xru orrsrr sows _ on -r.e- rromsro Mrv.rro• m ac crossrss. ® v eresswe nrasc vuvc. I" 0 -.' arm m mr,rr. u rovers. wr. uro iueeus urrcr esv ..... ; irw m sw ® . ue vuuuv scrrrr v.cve _ @:: rr. orxrre n<rm. vrouv rrrwrxerr nvsr rxorosm reero. v.r '....... fU:',`:.: "' sv" n mn v.nr mnmi rr,rcs • Via, ressrs. ss sso. es -ru, cs sso.v�ss u� so rr. - - 3" IR GATION MAIN rro. ie�ccasea ro vuvc ws.000OV "- -- ---- -- - -- V� %uo�cunun nmo meeerss a ecx re¢ u cme 1.25" wEVrsnra�& SS- 53034• 3" IRRIGATION MAIN ilQQOCGQ�.CQ 1T COLLIER COUNTY TRANSPORTATION 3 4' -1 IRRIGATION MAIN ,rxorc ...._.... k,,.... v . .........__ .................... .:CS- +._...$.5.._5.,30 v ES— 15 ------ - 3�4+ ES— SCS -530 530.... SS -530 1 - w w • N 00 .... . ... _. . -... GOI)EVGATEBEAi.TIFICATIOR, AIST.U. -ad ....... ::..... 3 . _.... .. H 3 2 142' 142' I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T 108 L E G E N D I R R / G A T I O N L E G E N D �mus'msiiems cv`w� u�mu crxe. eunve rq nvsxruw on, srm r ,m rmwrrrrcuro. ncrr nusr � rmovcn ron 0 m sv.w ecrrorrdoisrrYrnw n'e. vn e�� r..srs mrmm uerx '� nwrc rraieu ronroum .mr roec. suro ron, r. r rmrosm rnvcsrrox r.rr, rrm -rrm n.cs my .vc cuxn erre. ev.re.r erwrr srm. re nmercu cur.n srsvrcc nvn ro ro+ nsrro.. rroru rxrssvnur n.wsr � sv orrxrs srz cm. —w-- erorosen rxresrro. x.rr on sue..0 rsoeuvos vuvrs ® O E • cimuux vuvc mr nx ervn emrosm rMroMrd mrcc mwrrm vuvc. rrno vn cocsrrw .ucz srmr r. ro.nrcr `" iz or .n� m w °�• - .- "a°Lrmrosm rvr ro rmrr ,vmxwreu ror.r evreeo�venrw arowsm sH• - r -rrs• euu mo rr¢ mexrns ..._......... rrrx rsamux.°O' erorosm wnm rro scow rr xrsx rw.r sw xru orrsrr sows _ on -r.e- rromsro Mrv.rro• m ac crossrss. ® v eresswe nrasc vuvc. I" 0 -.' arm m mr,rr. u rovers. wr. uro iueeus urrcr esv ..... ; irw m sw ® . ue vuuuv scrrrr v.cve _ @:: rr. orxrre n<rm. vrouv rrrwrxerr nvsr rxorosm reero. v.r '....... fU:',`:.: "' sv" n mn v.nr mnmi rr,rcs • Via, ressrs. ss sso. es -ru, cs sso.v�ss u� so rr. - - �z / r rmmrotto vuvc coxrmr .ur ro�.us .:crrr.rros s.. srm rx'.osr1punu°rrov m orn ,.ervm nmxm O nmmiur cnr.n sa •co rorsan.coros Kerrw < -r g rro. ie�ccasea ro vuvc ws.000OV �— �� rn.ro,vioe x.r. cra rruww exec. rorn V� %uo�cunun nmo meeerss a ecx re¢ u cme � vuvrs ar w e�.cnrirar'm'r `m`.mm:.re em vurc os crow ar i wEVrsnra�& ilQQOCGQ�.CQ 1T COLLIER COUNTY TRANSPORTATION In coxoncaDOPxmY. tRCrvTERBtra. CORONAUOPKYIRRIGATIONPLAN PEET GOI)EVGATEBEAi.TIFICATIOR, AIST.U. -ad a x qrq a J rn 10 5 -12 P S-530 C P5 -13 CS -530 ES -515 1. ° I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D az to p�T�[us[leletF PoAt STAT wevlG AKV Po L IK. IwY[K Yt[- [lVexlK IbIT �l� An .v[L[ a Di[�xtn ' T[T[pinu [on[buG vlTe roc. IWJU PoSI. K [t[ttRMU [b /M f [bEL eLLtS btl IrC X[MnsfL Cp! K IKfRe[nn .CF [w'lalcf. ® [ M[eeVeF KLFb[ptltCrti "] IPoAI IICCPro Po vuY[ Yl. vuK ro.IZROt vl.Tm �� IPoPotq /blPArlw Yln tIK NKSSVb [M[e[ q/vr. eY+l laE 0., ]u w Ac t +eJ LFJ 3/4" ES -515 9T s" c: l R R/ n A T l n N / F is F N n I R R I R. T I A Y I F . F u n Ct x r a J rn 0 SGAYi[ [VmK vee [vGe' /I IPoIa][O CAtlq E]ilMUfo LEKIM Tleu/ vMp'EV([[ Itbtl ® Yu vuvF Itl le Pz�l /nuPoe[0 Ilttete Lw[PoLLG - Av[ [evrAW vnty[ AvvK.S [gPotte I• eln. ] /I• cx, I.z]bc [.pvue JG/aniJw A[F [e[rgL vuK slit. c w O[ QO Adtln t0 SCe [silvum IIw ttebo .... �sb[ebu/an SPRAY sFe Ip nle✓Ee [fq/q�Tl[[ Yi[ K JpreeTm. /K TP v,w I i / t • IpPoYR Z coKAV IeE naq[ E cTnu lan w. Slzf] . q]PoS[R /I/N[G Ml d[RAY IY MIeM Mall Iplec/w i : vqv eAG wis[T IMY eAw w tune czlt[SJ ACS -S I3. fedb. [SiIS. u5 -S]R. •Y-Sle MbgSq [LgrelCU [b /nET f[[ •wtlllmtG ICTRILY sK[r ' � � /n]TUUrlee ro wLY IcwR[ 4[nRleu s(plC[ [cleYK gAlw / Vw P e [ul. F PLWO peg F]S z [e rp[ Al —1 ® v]tvFt PK w [JCN SICF PF TK Yolb. Ke vuv[ w wwI w �. COLLIER COUNIYTRANSPOR %itI]ON SHEET N0 coaonsiDOFxmr.d- Ri;NTEnBUn. CORONADOPKYlRRIGATIONPLAN ® GOLDENGATEBEAi .TIFICATIOA;AI.ST.U. LO -a3 14 30 15 0 30 SCALE loc a NO WORK THIS SHEET REFERENCE ONLY pl 712 812' 120' 120, I R R 1 G A T I O N L E G E N D I R R I G A T I O N L E G E N D ez U. ttli-r wrsx w�iruirr ovi''v ��.°ir of �o Ravim ns. rxr. rwroxr �w xnurr rearxu mnsuu rnx coax. uxvo ss. s nenueu wrm sewrrr rxvn � r er..v srrirr. rvrwe rom ass. clr rrreanmis �~ r cl,rss rvo ne srrrw rues r usmue csssrss. ® x sssms xscusr vurr. ro rsx riccow ro veve ew. wrr rvs vuve eoxrme rixs �� .wroreo usrsurorxx.rx e.cwevseswle e^xev rots. I R R I G A T 1 0 N I F r F N I) I R R I r 4 T l r N I c r F u �I 38+00.00 39+00.00 40+00.00 41 f00.OQ _ �� m curs mrsrm usrx rrcus.. ............ t. -.. _. y _ r .. ._.__ 3' ..... O_ _..... . _ _ i.. m:_� _ vs ro vw s.sco usx s usrarm. w: rs. ecs su, ss sm. es ao, os sw. x ssars sr rs.o v v rivnsm u c roxr�or rrs mxsx . srnxrrox s.. su O rmurumv ro wet rmwx nmrneu surge rrmws ran�av a -r Va. sot sue. r need wsusu : vm rrcr n rse � roves exe w esx srx w rs sets, rr" vuve os esw w j -.-x „Z C" 6 2- IRRIGATION MAIN MAIN IRRIGATION _ r �y 2” IRRIGATION MAIN 3 4"-- _ ...... - . ........ . . ' ........ 5301.25" vi /4" CS -530 CS 530 3/4 3 S- 51530 ._ ...... ____ ... .... __ ..,_,...- _._...... A _ ..__ ... .. .. - .... .. _.. .. .. ___ .. _., w } -- .... ? ....._ -. ..... __.. ;. ..... .. IRRG �'ELEC —.... .. n.�,._ 712 812' 120' 120, I R R 1 G A T I O N L E G E N D I R R I G A T I O N L E G E N D ez U. ttli-r wrsx w�iruirr ovi''v ��.°ir of �o Ravim ns. rxr. rwroxr �w xnurr rearxu mnsuu rnx coax. uxvo ss. s nenueu wrm sewrrr rxvn � r er..v srrirr. rvrwe rom ass. clr rrreanmis �~ r cl,rss rvo ne srrrw rues r usmue csssrss. ® x sssms xscusr vurr. ro rsx riccow ro veve ew. wrr rvs vuve eoxrme rixs �� .wroreo usrsurorxx.rx e.cwevseswle e^xev rots. I R R I G A T 1 0 N I F r F N I) I R R I r 4 T l r N I c r F u �I r r , stn m .rxc. r rrxr Host 0 s<rwrr covws ros ruts �� m curs mrsrm usrx rrcus.. ® marosm v o ma uu vote a ro - m O_ _ _ i.. m:_� _ vs ro vw s.sco usx s usrarm. w: rs. ecs su, ss sm. es ao, os sw. x ssars sr rs.o v v rivnsm u c roxr�or rrs mxsx . srnxrrox s.. su O rmurumv ro wet rmwx nmrneu surge rrmws ran�av a -r Va. sot sue. r need wsusu : vm rrcr n rse � roves exe w esx srx w rs sets, rr" vuve os esw w COROKWOPKIPF. R- HUNTERBLID. I CORONADO PKY IRRIGA TIONPL4N GOLDEN GATE BEAt:TIFIC 1 T. U. TIOA. AI.S. SHEET N0. LO -44 30 15 0 30 SCALE P6_. 1.25 "1 15 GI BUBBI .5 -1 1 12 / 10 I ' M Ai . NE \ A2' IRRIGA710 N cMooc CS_530 ` ^ J Q1.5• _ .._..__....- ,_ - ___- _,_.'`�{6) —_ .� � 303/4 � __• sli. w""c. _...mm LM CLEC M. 2 02 3 2 _1. 138' 138' 4 � H W W I R R / G A T l O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N LEGEND r.r. rvrwe r ncn .uvs� sioseo ar u°ro"rxoovxar rosr. 0 0-- c..sr.s mw.rm rr..srx r'c.rm. �xr,aervsp40xo..rt'`wru .xvv¢o nrorou rraoro rx r. e w . n.rrars, a a`4Gn'�a xeme rurrvu mnourx nrx reer. ews ron. mmrarc s¢vrce o-cr m•wrr • eovucrea exxr roe• ro¢ xwo ro¢ ro r «< nmrxrur curio source rw¢ 10 ro`rzxs °savre. ® s sc..are cw.ws rax rvrry norasm r• er:. s,.• scx..e rue au vuvc rx rr re rrmrosm rraoro carrourx - mve coxr�or vuvc vxv¢x - °' .xsvc rmrosm a r -. r rK. rwro¢ r srs. nos xeorw rvrw �nw� vrs - ~~ �.. usr =� �vecrrss g _ cuss mo rue eusura rue ro vur e.sm nrov rM s vurr mvrxx vrxr cosvov • urnurm u. sues ru rr x r rarwsexm rceuv a rsuu ¢ s vusun eo . s r uuevvonea s s rro ru ux m .s uar sxm er woo a re> uc aoss�ws. xo s,. rr ren vuvc coxrror ..m ® xcru ror'oeMi.�i�.w ® , s K� vvuve .•ou ^r x K� r .......... ' ee xesre.rm. 'n° SzL rs, cs -vs. ss - ss. o -su. es -sw.. ss - we O rnsronov m ro x ou ur �orom s� � n rinrm.ru• srer rsem . rsu ra rum rovrov a -r riov rrauo ra vuvc ms. �� r•orosm rxrreurw vxn rrvr rrcssrxe rarer rarer. � or roar eur. c nmo eueerrxs a re. rxrr .. eme ® vuv¢ mr ax ucx sr¢ w rxr vmrw. rrx vuvc on smvr w - //LCl.J.CC OC /YQQOCGCiLCC -' ^r• .evrs...,rss.�....r. ® . J1712"T CORONADOP6RX & HV.V EBLVD. CORONADO M IRRIGATION PLAN GOLDRYGATEBEAC /TIFICATIOV..AI.STU. LO x Y w w 00 vx +ao© 10 4800 00 �_ -tit 49+00.00 >t: n N X I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R / G A T I O N L E G E N D 1 R R I G A T 1 0 N L E G E N D �irmusx :smxxECr rosr. �xs. _EE n.xs: IAI mv� :res�seerw ie"ccw"..r"varros a v' M sro cu�.s rr:v.rm cwrx x°II.�'x:ro aemrc rE.v:xu xasu .:rn romp. rsxvo rosr. xx nm..:cu mun sE.xv:a rsxn ® eur vuvs :x :o "�� � m re s• n r:re, rxorvr roam sxc. a.ss mo ne ' �•• r .vxs �O _ vsr av rmroreo -^`°" rm :xrnsoxxarrws 9Z - cuss mo avc mexw m nmreum. a vvv aasm urov vnvE covrms .ur rorox o snnr:o.. ss. sins �rimrosm cruu�rm�rsm n sssxE<s. uo ro se usso a cxmrmr ® • rnessurE snwe ruvE. � ©:'. =' Es. xcsars. ss -rm. a s:s. es -sm. • ss -sir vs s.v :r ron vuvc cones v ® v ua v<mv —Ell Hour, ..... m. .. O :xsr.uxr:os ro sx,r rxcwoe narnreu srm:cE rvcmmxE soe:ov : rm. r:mro ro ruvr mx. mr :wrs —i— rmmseo rurr.vrex v.re t:xE rusmu exeex ro.xr. + R � � uu. r rsmo mexElss r ra' r� u moc vu.ves wr ax s.ex s:: m r � K'* vuvc w smw os Y ® ee :tine c: �IGCVECC O/TiCQ40Cl,QiCC "••.•.•"`�•,",••E .E�s:x.,rxnEnuvr. sN�ccr COROM4DOPKIM&HUNTERBLID. CORONADOPKYIRRIGATIONPLAN GOLDE.VGATE BEAC:TIFICATIOA, ALS.r.0 LO -!6 30 15 0 30 SCALE N i L7 � I� 10G IH E EPlEL ° o 0 83 72 62 52 118' 118' 118' 118 n c SiOP r U4 v m Y E'•+ a N N (` Rl o - "• - ES 515, ®3° IRRIGATION MAIN 3 IRRIGATION MAIN + -. O§ ...... .. .. .. z a ® .. 1. CS - 530 ES -515 515 4" 1 G-530 RCS -515 3/4 3 4 ua a U cl BEGJ�INC 7 5 .0 .00 ' .._... .. _ r . . . G _ ........... U � - s+m+ $. ..y _ '. Nn3 2 • cn'nli� \ C y, �. jw 3" IRRIGA ON MXN - e I R R I G A T 1 0 N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D 1 R R I G A T 1 0 N L E G E N D +scoxwscr ros, .... r w,wr cof ,�„ rs° +aw.+rrc.rrcw vss�a ns� 0,ry cvs+w rirX m ismx svu.rc cov°sws rowvc Ew/ 9 worz rrwv+xu canrouu van coc. e,was xc s+nrual su+.er su.rce nwn ® ° °:s w m B Il r. r n r+n. r.wr°xc rvs+c srx. nus aro nx tea— v n �wz �0 ' � .'RPlue'c "ms:'w°"w°1ic vscii n' :�i. i`:rcc`.iu."O'"'s a�o� ow mrt nn asnwu 8 = 4° -:riwv iarsttovnm u° vvs m xae rsxwrcs +°+n rronssu ati• . + -+rs• ... ..-i ro+v us g= sacs me rvc eve«us .... +,v ra vw usro ros ;,, ° +z/ -+ t �wera + rrorous vuu nwrw v+wt c°,v°s • rrn,r+ow a. trss — -�' :..�i n COLLIER COUNTY TRANSPORTATION HUNTER BLVD IRRIGATION PLAN SKET N0. corcov.DOPKnr.&xunzERBLrD. C.o-�T WI DE.V GATE BEAIrTIFICATION, AfS.T U. loc 30 IS 0 30 SCALE I R R I G A T / O N L E G E N D I R R I G A T I O N L E G E N D lsmxmr ro:r. /•F. [.xsov[ t�KwK .ovlxu rw[KUa ./[n caw. e.xw ros.. _ _._ a aox rK umn urtcKUm Kr[vrc[ [Kn t vIN IxF[KOxK[.c[ cgAlKS. ® x ctara[6 � Fqx nlaax w vuv[ wf. n nM vs[V[ t'xxlx0t rlx[t �� rwrosm IM/[N IOSf x,l/ t � IKSwK CKCk glrt. I R R I G A T I O N L E G E N D I R R I G A T I O N LEGEND _.. v, 93 402 412 22 110' 110' 110' 110' ; ........ __ __.. v1 + cxxr� [[xxrxx�uroc r9ittY .[ a a O plxWlcfq�I�l i ix t[x[FiiiL �'� _ _ __ _ 1.25° BZ itwN /Y [vK xc mnvNp WU vgxs[f �.� t /ggwx vuv[ [wtKC rIK Cxrcx ! /cr /vNlw xn. Srm m xo mt 2x sls, asaw, [s -sll. [saw, ♦ ss -s/s BZ O Ifs /utNlox so vxV ratva umxl[N sEKICF EKI[wK gx[la [ I 3" IRRIGATION MAIN ® vKVm w[ vI FNx slay IK Ko/N. Kx v1[v[ a [xwx xF QBZ 1.25 _- 125° 5g�.::,;.......... '"- _... �- �-� ES—t`15 F W N =oxrr xe t x - .-T ES -515 1'S 3" IRRIGATION MAIN CS -530 SS— ES -515 , t sex w w[ t,.x va 1.25" BZ 125 _ x r H_ ...... .... *. - \\ STOP I R R I G A T / O N L E G E N D I R R I G A T I O N L E G E N D lsmxmr ro:r. /•F. [.xsov[ t�KwK .ovlxu rw[KUa ./[n caw. e.xw ros.. _ _._ a aox rK umn urtcKUm Kr[vrc[ [Kn t vIN IxF[KOxK[.c[ cgAlKS. ® x ctara[6 � Fqx nlaax w vuv[ wf. n nM vs[V[ t'xxlx0t rlx[t �� rwrosm IM/[N IOSf x,l/ t � IKSwK CKCk glrt. I R R I G A T I O N L E G E N D I R R I G A T I O N LEGEND "r[xr n..vsl 0 m /Kwi/KS snF.%°axx.:i°cow.:ois[t"am.'nor vn � �s[o [Nl.[ en /..rm tnerxrFlcNmx • scx w r.[ cxxr� [[xxrxx�uroc r9ittY .[ a a O plxWlcfq�I�l i ix t[x[FiiiL �'� _ _ __ _ ax � [ss /mID [tW axMS � itwN /Y [vK xc mnvNp WU vgxs[f �.� t /ggwx vuv[ [wtKC rIK Cxrcx ! /cr /vNlw xn. Srm m xo mt 2x sls, asaw, [s -sll. [saw, ♦ ss -s/s �___m.__� O Ifs /utNlox so vxV ratva umxl[N sEKICF EKI[wK gx[la [ I VaF xwl wF. [ FLaJU RI[R[K t KR )rtF [i [a[ ® vKVm w[ vI FNx slay IK Ko/N. Kx v1[v[ a [xwx xF 4fee d COLLIER COUNTY TRANSPORTATION suctt Na v conon�aDDPA:rrYQNC:NTERBLrn HUNTERBLYU IRRIGATIONPUN ®� GOLDEN GATE BEAt.TIFICATIOK, ALST.0 LO -fie 10 30 15 0 30 SCALE k� f e _ .... ..... __.... ....I _ .._. -. ...._ ._ ...... . _... _... .._ ..._.. 55,i ... .___ - - ....... , i cFq 7 > 1.25" BZ > SS -530 - sraioe 1 zo BZ 3" IRRIGATION MAIN1.25 7x: "t -v, SS 530 W 3" IRRIGATION MAIN _SS .... --_ c = "ra. -rccr z nx - n . I T - W U ...._.... ... 2 SS-53 fi ._ ._ ...... .... .. �... SS 530: .Lr.:. 2 SS -530 ES 515 i� i i Ec r.n.r•; 1.25 1.25" BZ P7 -Ot P7 -02 1 25 4 3 442.....5 (xj i ...._ __....�..__ • . .. . 42-7' .. ... .... _.. ....24 GPM... _86 -GPM- `. : SPRAY......__........ :_ 12 / 14 12 / 14 r e R R 1 G A T I O N L E G E N D I R R I G A T 1 0 N L E G E N D I R R I G A T I O N L E G E N D I R R 1 G A T I O N LEGEND 6 �Ii , �xr.....rwc 0 vLJ :smwm von. s rw MYrrmrewivu mnwcax vnx ma. w,a ron. _•• r rwroseo R nrn w : - cuu w rrc r r c rur. K mm�rcu rxeua srwrce rwrr ® _r scxM.orvcmrr o ,o.�a:: inxcie <:: irui :.ca ::u: •won "rr —g•~ z=s� m c. en wrco nns:sou on l err yY ��r Ancwxmrruv nnss no rvr wrtrrs rnv .... ro m u� m:wrro .rc:. ru�o. wrr = ^� �` rvrrsro cure canna rrnr mww a =rrna:w u. s:zu F B x:r cnoss:xrs. ® x rrmm:x warwsE vuv[. �.�';i a, ncsa:r. ss -rm. a -vr, rs -an. a ss -r:s O xo ' L°"'"r` 1R° ® x Al. r.ruov nearr wire, ._ _.,. m _...... :vsruw:w ro oo armor crmrnau swrcr wcmww ro.ma. o-r vwx rrcco.o re va mr. rr —�— rrorosm :w:w:w wu r:rr mrswnc czar roin. Nn _ r nmo wxurw r rrw rwc u rmr or ® v v o+r w r.rx rrrc w r:r roe..+. r°'ruvr w o:ovr or AEVrsroa 4PfQQQCLQ.�¢d COLLIER COUNTY TTL4NSPORTATION SHEET N0. coROUaDOPtxz.QBC:NTERecra. HUNTERBLVD IRRIGATIONPLAN v 10 -19 GOLDENGATEBEALTIF ICATIOA ',AIS.T.U. lOC . 4 30 15 0 30 .......... . . ............... OV! A ;.,uloi —7— > 1.25" BZ 3 4 SS-530 3 4 ES-515 ES-51 3" IRRIGATION MAIN . ...... " IRRIGATION MAI I..._._......._.__....__. + ........ .. .... . . .. . .... ........... — L; 530 SS-530 CS-530 31 . 4" 5- 13Z. vFj ES-515 SS-530 13Z —PRO-03— 3/4 u PB-04 f ... . ........ I R R I G A T 1 0 N L E G E N D I R R/ G A T I 0 N L. E G E N D P8-03 P8 -04 1.25"DC 1.25"DC 92 ez 27 GPM 10 GPM 195' 5 SPRAY FLUSH PF`s _59' .5_1 GPM ci : 14 12 14 I R R I G A T 0 N L E G F N D R R G A T 0 N L E G E N D 12 41 i INCLUDE PULL BOXES AT ALL CHANGE OF DIRECTION & BORE ENDS ELECTRICAL CONTRACTOR TO SIZE (D CONDUCTORS FOR RUN AND LOADS 1-2" ELECTRICA SCH 40 CONDUIT & COIUDUCTORS (194 L.F.) ......................... COLLIER COUNTY 77UNVORTA COROM,DOPKIlT. & HUNTERBLIT). HUNTERBLVD IRRIGATIONPLAN GOLDEN GATEBEALTIFICAT70Y, ALS.TU. I.. loc 30 15 0 30 a SCALE Rhin iRRG ELEC MGPE PE P, h 3 12 2 112' 112' 112' cn $� — - 0255 E 3..IRRI Al N . 3" IRRIGATION MAIN . , 5� 25 (112 cn - era 1.25 BZ xx"`mr - - �s.. . � • !�".,,,... � • ,..�...._...._.._.._.._ 3I4 � 530 CS-530 �--0 - -- 7 "-.- 1.25" U3�4x 3�4. W.----- �... .. ES -515 CS -53 _._._......_..._� - -T.y..._" S,-`_ .• `i oz 6 I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I GAT ION LEGEND I RR I GAT ION LEGEND ! rxwwmr rosy 40 M "siin cviv wu ro n:xu:".` "wc. r.xrur ruwxr ""a• ,s c°im rruTrrrcorrx nar nvsr = ° "'r'm`'� 51°"" � r"°"0wosro esr.�.rm cusrx Z rxrrosrn .orrxw. rrcrom a r. e w . sr.rrrxs, a : sL,oxro xnorr rrwrcu cwTxrlla .nn mxc...vo rosy. rr s• r nss sor rvc nr. ruTmrr rune ses. nmrxrc row rb vu rou xwr race rmosm r• . yr sn .: rxorosm suvrc�csrmss.. mxoiu rou y. ro.a ® n .�brrvc ..ur �uve �i it -oi aona - mwc mnuoc v. ro roi' rseius. wmr.. rxrrovuur n.wsr rxeu�u vuvr m xnx ax.m, 1.uve rroroseP rrorosm rurc.rrw x.rw Px swv,rx �w �° ou avru� fix vuve�r use 'O °Y rxROSm r �vrcx mwc srwruxnex .easRUUr ru vu sPxuv g� i `6 �� rwrrroawmrrxr BZ - - n..ss rn rs werrar rxorosm rurcxrrox mxr rsrrmm nronnorr xv .... sew rr x rxe rr vm rum vrow 'R�11r ^OWS`0 vx<ve rox.ro• .rxr ewwx • xrrrvx.rwwrx. s,m `. , ' '� kk rxurovn etas rw sox rr xrr easrn m x usm rs rmrrxrra x.rw w.ro urmus uxrax rxvm suv xrr rm xrxrn rn ro. veer.. rxwvem ruxw xo rroroser ar• wx..r rnr tamer rrx vuvr rowror orowrxss ® w rxmsrxr nrr„r ...vr, cy.. , .mss srs. w-sro. n -srs, esaw.. ss-rr. nru rr recur. rn - rxsro..• nsnxrn. cbcrx �sn� rouu urxr�rr zvar rroroser rwrrc. xxu ux vxcuux xncrr vuvr. ' ... ........... rxnururw re rwu � ru xrcu suv rcr rwle ro�rrcx vrxn xuu m rvsrr. �. -..... m......� c -r rrov rrcro <r rr vuve or. �— rroroscr rxxrcxria vnry rue ucswn cxmx rorn. * t c- re naeo ermns r n. r.sr u smr ® vurrs wr u .. ror ar ue croru, r° cure on umr W or REVISmeb/� =00=" g /l `1w R 1T COLLTFI2 COUNIY7RANSPORTATIDN HUNTERBLVD IRRIGATIONPLAN SHEET COROK4,00MVE SR(:NTERBLiD. _ LD -SI GOLDEN GATE BEW71FICATIOA1, AfS.T.0 10C "I U A- 30 _�� 15 0 30 j . ..... .0 DC p ......... . ... . . ........ + 4 •- - - ........... ------ P10-07 p9-05 Z W 2" oz SS 918 2 ss- 2 2 -1. 16�07 P9-c)8 "DC' C - Tj5 "bC 4.25"De.; �56M 50' GPM 50 GP 67 Giii .. . .. .......... . ......... -§bBBLER SPRAY RAY ...SPRAY SPRAY p I PR -1.1" .5-1 GPM PR' -1.1" PR-89" 12 14 12 / 14 �12 12 / 14 12 j 14 14 I R R IGAT ION LEGEND I R R IGAT ION LEGEND I R R I G A T ION LEGEND I R R I G A T 1 0 N L E G E N D -BZ -11 .13 mt, —I- -11 —Al Al 1-1 —11 11 'A." C OLLLER COUNTY nlIV,'PORTA TTOM SHEET "ORON.4DOPKfl'Y.&Hl,'.VrERBLID. HUNTERBLVD lMG.4Tl01VPLAN OLDEN GATE BEA UTIFICATIOX, ALST U. lOC 9 Emil .............. p....... .... . ..... -4 1� . , 1 �EC I'M mm ..... . ..... 0 ...... ..... . . . ............... . ....... . . 00 + r'T4 1.25- B Z 106' 106' 106' IRR IGAT ION LEGEND - IRRIGAT ION LEGEND MAIN I R R I G A T 1 0 N L E G E N D R GATION co 1 25- BZ 3 4" BZ V. IIJ Ell -918 3 1.25' 3SS -530 " -5 SS SS —5-� = °r�mo� xnrscozxmrra 06 .............. . . ... .. .... ... . . ... . ....... 1AZ M.X. ff�* , .X. Z 1. I- ".., ,.11 All .............. . ..... -4 1� . , 1 �EC I'M mm ..... . ..... ...... ..... . . . ............... ................. . . ...... ..... ...... 52 2 3 106' 106' 106' IRR IGAT ION LEGEND - IRRIGAT ION LEGEND I R R I G A T 1 0 N L E G E N D I R R I G A T 1 0 N L E G E N D Q —5-� = °r�mo� xnrscozxmrra BZ 1AZ M.X. ff�* , .X. Z 1. I- ".., ,.11 All ;fz III HEEI --EM. COROM4DO IVY.&HUNTERBLIV. HUA7ERBLVD IRRIGATR GOLDEV GA TE BEW TIFICATION, AI.S. T. U. LB -53 NPLAN HL lOC " 30 15 0 30 k SCALE '......._.........._..i.......__ .......................--------- i t V'.077 - It;lEillilliitllti #tl o Q Q —. -, + F BZ 3 IRRIGATION MAIN 1" BZ _ 1 25" BZ 1 �r M e 3/4" BZ I, — s 1.25" BZ H .-7 . -7 -- 1.25 � :• so°p"xn M•c t �: t.ra W ° x U ES -515 CS -530 'A — CS -5 0 ES ...,,_ { - 515 a " CS -5 �.. .... =- lliill tttl441tlti. • . � — . , Stt1P r rwee 1A� CI` ypg 3 2 2 2 8 126 126' 126' 126' _ Y e I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D I R R I G A T 1 0 N LE G E N D I R R I G A T I O N L E G E N D """`�"°`p "�` "� rvr. 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HUNTER BLVD IRRIGATION PLAN GOLDEN GATE BEALTIFICATIOn, ALST.U. 1U -55 10 30 15 0 30 SCALE r; I M G a U H � J A R I G A T I O N L E G E N D J A R I G A T I O N L E G E N D J A R I G A T I O N L E G E N D I R R I G A T I O N LEGEND u� 0 JM,. «e,xe,o>rK /.ON,eO J/P - , -,/,• <l.,f !00 M NNt[rs ............. ho,os[0 „wIG No ,/xv ,Y x,sx ,w�ux smn xew ,lRR W -�..' eFNS[n <n,a„[0 K.<,xn.,,p. MT[ ,nnco.xevi.c gZ ® 'j... All ,x.Kw - 1 e,lx�. <. <�, e�x COLLIER COUNTY nUNSPORTAITON 7w SHEET H0. COROAADO MIT & Ht, BLrv. HUNTER BLVD IRRIGATIONPLAN GOLD &Y GAMBEAC IFICATIOA; AfS.T.0 Lp_� t` t` O� M d H yyW a x U H 30 15 0 30 SCALE I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D Bz lxaxmr /osr. Ixr...,l,ovr � Kar( nlwlx,l axr,�rW n,x me. rrxro Kn. xr rlmr,.rcrc cr /xet smrla Ixrn _•= r• .aKrm ,(� orrcr x,,,. , /m- (r. n.# ram �_ rr: cif III[. vu,attvmSlS NrOG % KMK[ CM #Imf. ® v v.[s#R KLrrSFa�[# 1 ° rwx I/cmw ro vuv( mr. o" ,.sow vuvr cwrlor x,KS �® emu..,, l.alwr/mxou usr Is#mK cxas K,n. I R R I G A T I O N L E G E N D I R R I G A T I O N L E G E N D r M b M V d F U E- NE: d 0 rca,w cowry °(:` "r�`�re, u:°' /�j� •/�"•o�,.i'.rm lo'e�:r�w� l� r.(.. n..sl m uanlKS'snv,( r'aw.+srroe asr � �Q-- Iw�,posYioo e.s /CIS (uaurm u.�rx ® . r rrcrr 1. I. au ms N u rcp:r r . a (an,.( r.rrr. (aro .o, IroKrm ,mrc.,,�x �� rtln .Irx ,MrnNU. Y vMN3m /MrcarlFr Pr rc( Kro nK ' " " " ""'1 Imnsm IrIn�I.O Svlur IY m -l.a- 8M( rSTIY.tm KR'IVlr.,lo. .wc p:.; rr�..T`vrcc:ru E/sc�n'w�ri. io aµ'asx.v aM so rKS /� / ' M1tlltlsm r.cK mrrwu .IK mrvs . ,nrvu/o. os. slr(s nrnm .cs s s # sm m sl - rsonsm nmcrcu culscr #e •mr <rw urrulr rxar ._� ....: ....., O Ivsruu,/os ro our /rnua umuac source emlosoK .vnrlox c- os Aor rll. a noon aeaeu r Kw ru(.r rac ® rover orz os c.cx sloe ar rK smin. Ke run on owvl or COROKdDOPKfT&H[%MERBLID. I HUNTER BLVD IRRIGATION PLAN GOLDEN GATE BEAi:TIFICATI0A; fS T. A. U. SHEET NM LO -57 t` M M Q F W .a x U F 10 30 l5 0 30 SCALE I R R / G A T I O N L E G E N D I R R I G A T I O N L E G E N D rawta. nn. rvr. twrwr r�.Ya'ttt uw.r .ewuu canrw.vn .Kn roc. wvo rosr. w nrnnrcu [waver rrmra rwn Y. r n.w too rvc srr �� tw O rrK. twrw[ rvnn[ ft¢. y� tv6 °�' ve3.rwnsro�rvt rerw rut .turn rnrnrov.+¢rr.w BZ - - n.vs sov [vc ernuru rinv trttao ro ruv[ nt. 4°n rot vuK [anrrtt . Kt .c t trorvsso rwrcwrott �sirK rrrssunet cr¢rt nrn. I R R I G A T l O N L E G E N D I R R I G A T I O N L E G E N D C� O d' Q F W .a x U F ►7 0 mrreavwi°na srr�ptt.us'¢t �[: vn � A uses cwrt. [nrurto L[twvrrrcnrct [.v. Kwsr ® uu rwr[ w ro i.aroc m a.. avr scn. m rvr rp-2oi-4.-- nonrru rurcwrw mr catrro� ru O rn ro r.n a.[monot �srn .give rnmot .rK rntot . rrrvwru a. sras A rurcnm. rsn �o Y w ron sue. c Koos ersuus t Kn .te[ u mv[ ® v.nivres oK u ruwesrx ar�rrn:rm^u.e �rvti�c of [rov�rot c r COLDER COMMYRANSPORTATION SHEET coeovADO Ft;kr. & xuNTEx au'D . HUNTER BL [ D IRR/GATIONPLAN Na GOLDEN GATE BFADTIFICATION, M.S.T.0 LD -58 ioc 30 15 0 30 . V. . 1 1 . m — — I "" E. . ......... L ES -515 CS-530 j �2, 11 72 �AIQN' !181 J/� CS-530 ES- 5� SCALE 0, 'o, 2� 11 1 118' IRRIGATION MAIN U cin -1 ............... r .............. ED ..... ......... rrtraw[ar:n .............. - . . . . ....... .......... ... . ....... . . .... .... . .. M." T rsn u e rartnot rocs . . . . ........ . .... > ............ ......... . rna:r ncmta ro rove ar. 2- IRRIGATION MAIN ES 515 4" BZ --,P 77 0,SU,' 3/4" 13Z. BZ 3/4" BZ 3/4- BZ ....... . ....... . . . . ........ ........ . ... dp 1.25• mix 6 72 ';L2 2' . V. . 1 1 . m — — I "" E. . ......... L ES -515 CS-530 j �2, 11 72 �AIQN' !181 J/� CS-530 ES- 5� -END 0, 'o, 2� 11 1 118' IRRIGATION MAIN U -1 r ED rrtraw[ar:n BZ .......... .... .... . .. M." rsn u e rartnot rocs . . . . ........ . .... ............ ......... . rna:r ncmta ro rove ar. I R R IGAT ION LEG IRRIGAT ION LEGEND f R R I GAT ION LEGEND I R R IGAT ION LEGEND -END ore. rtvrare rout[ sea. ED rrtraw[ar:n BZ M." rsn u e rartnot rocs rna:r ncmta ro rove ar. �_ rrc.atm rwrwrrax x.r[ trxr rK.txx: czar nrrt.. � y ryu r nano e,[uar t ra.aa u mr vuv t nr r r rrn vuve a e�ow w Afte C-Am I — "T CORONAVO ;ff.&HUNMRLf'D. HUNTERBLED IIWGATIONPLAIV GOLDEN GATE BF411FIFICATION, M.S.T. It. I H., IRRIGATION NOTES 1. THE PLANS MD DRAWRgS ME OAXMMWTO OF THE WORK TO BE PERFORMED. TIE WORK SHALL BE EXECUTED N A WANNER TO MAD CONFLICTS WITH UTILTES AND OTHER ELEMENTS OF CONSTRUCTION. NCWOONG LANDSCAPE MMTERWS ANY AND ALL DEVWIUNS SHALL. BE BROUGHT TO THE ATTENTION OF THE OTHER OR OWNERS. THE CONTRACTOR SHALL NOT WR1iULY INSTALL ANY ASPECT OF THE IRRIGATION SYSTEM AS SHORN ON THE PLANS AND DNdENDS WHEN IT S OWDUS N THE FIELD TNT OBSTRUCTIONS. GRADE DIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT NOT HAZE BEER MM OMNG THE DESIGN OF THE IRRIGATION SYSTEM. IN THE EVENT THAT NDTF1CAlON OF THE CONTRACT S NOT GIVEN TO THE REPIESIDUATWL TIE CONTRACTOR WILL ASSUHE FILL RESPONSIBILITY FOR ALL REVISIONS. 2 IRRIGATION SYSTEM SWAAL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ALL CONTRACT DOCUMENTS CONTRACTOR SHALL COMPLY WITH ALL PREVAILING LOCAL OR STATE CODES. OMORANCES ANp REDUfATONS. 10 D. ISOLATION VALVES I. ALL ISOAION VALVES SHIM BE BRASS . SOLATON VALVE SHALL BE SITED AS ARNIM BY SYMBOLS ON TIE DRAWINGS. OR BY WATCHING THE SIM OF THE PRO THEY OCCUR WITHIN. VALVES OF 3/4' THROUGH 2 -1/2' SHALL BE WE40M VALVES 3' AND LARGER SHALL SE FLANGED. 2. ALL ISOAXN VALVES INSTALLED M.ON D THE MARINE SHALL BE NS ALL ED WITHIN A JUIBO SIZE VALVE BOG. REFER TO DETAILS AND SPECIFICATIONS FOR VALVE INSTALLATIONS. CONTRACTOR SHALL PROVIDE VALVE BOX EKTE SIGNS WHEN NECESSARY. E. QUICK COUPLER VALVES 1. ALL DUCK COUPLER VALVES SHALL BE BRASS. DUCK COUPLER VALVES SHALL OCCUR AT LOCATORS SHOWN ON THE PLANS. F APNJCADIE QUICK COUPLER VALVES SHALL BE INSTALLED N JUMBO SIZE VALVE BOXES AND M DETAILED ON THE DRA NGS. 3. CHECK AND VERIFY ALL SUE CONDITIONS, NCLUDNG SERVICE uRm LOCATIONS. PRIOR TO MIMING OR DIGGING. COOROIMTE ALL F. CONTROL SYSTEM IRRIOATKN SYSTEM OONSDICRW WITH EXISTING AND/OR MEW PLANTINGS TO AVOID CONFLICT OR ITOFVRDDE WITH LOCAIGN O PPNG SLEEVNO. CAKES END SERVICE UIITTES. THE IRRIGATION NNTMCTOIR IS RESPONSIBLE FOR COORDINATING INSTALLATION WITH I. CONTACTOR SHALL BE RESPONSIBLE FOR CONNECTING IRRIGATION VALVE WIRING TO THE CONTROLLER LOCATION PER THE PLARS ALL OTHER CONSTRUCTION ON SIZE. ESPECIALLY LANDSCAPE INSTALLATION. IMOOON SYSTEM S TO IE RELOCATED D NO ADDUIOIML AND SPECIFICATIONS. ALL HARDWARE NECESSARY MUST IE INCURRED AS PAD OF CONNECTION SEMCE COST FOR ANY CONFECT WITH LANDSCAPE INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR DOSRIG CONDRIWA ALL COMPOEUS THAT ME HOT OONFNNED WITHIN THE S'EOF1C MFRS SHOWN ON THE DRAW*= WILL NOT BE ACCEPTED. ALL PIPING AND OTHER COMPONENTS ARE TO REMARK WITHIN THE PROPERTY OF THE OWNER. 4. HERE EXISTING OR NEW TREES. LIGHT STANDARDS. SINS, ELECTIONO CONTROLLEN3 AND /M GTHER OBJECTS; ME AN OBSTRUCTION TO AN OWATI N 4NWM0.EW5 PATTERN. THE COMPONENT AUTO PIANO SHALL BE RELOCATED AS NECESSARY TO OBTAIN PROM COVERAGE WITHOUT DAMAGING THE OBSSRIICTON. ENGINEER IN CONJUNCTION WITH THE LANDSCAPE MCHTECT OR REPRESENTATNE TO DETERMINE WHETHER OBSTRUCTION OCCUR; OR WOE S COMPONENT SPACING ARE MAXMUA DO NOT EXCEED SPACING SHOWN OR NOTED ON THE PLANS COMPONENT SPICING MAYBE ADJUSTED. TO ACCOMMOCATE.CHANO4 N TERRY/ AM PUNTING LAYOUT AS LONG M THE MODIFIED SPACING DO NOT EXCEED THE SPACING SHOWN N THE PEAS. UNLESS SHOWN OTHERWISE IRRIGATION CONTACTOR SHALL PROVIDE HODS COINAGE 6 ALL MATERIALS AND EQUIPMENT SOWN SMALL BE INSTALLED AS DETAILED ON ME PLANS IF THE DRAWN= DO NOT TONCL -t' DESCRIBE THE TECHNIO ES TO BE USED. THE INSTALLER SHWA. FOLLOW THE NSIRuAiT0N MEDODS/NSRUCT xVs RECORIENOD BY THOR MAMFACRREA. 7. IRRIGATION CONNWTOR SHILL ADJUST Al SPRINKLERS. CONTROLLER AND OUTER DEVICES TO OBTAIN SPECIFIED OAERATNC CHARAGIERISICB. WOUNDING CC4EIFGE, OPERATING PRESSURE FIDW RATES AND OPERATION TRW, AS INDICATED ON THE DRAWINGS AND ON THE IRRIGATION SYSTEM SPECIFICATIONS. ADJUST ALL SPRINKLERS TO AVOID OVERTHROW OF WATER ONTO ROADWAYS. B. CONIPACIOR TO PROVDE INSTALLATION SHOP DRAWINGS AND MANUFACTURER PRODUCT INFORMATION FOR ALL INNMTIDH COMPONENTS ALL NSTAL ATONE SHALL BE AS RECOMMENDED BY MANUFACTURERS. THE QILANIIIES SHOWN N 111E LEGENDS AND SYMBOL SHEETS SHWA. NOT BE USED FOR BORING NURPOSIO. THE CONTRACTOR MALL SE RESPONSIBLE FOR CONDUCING A CpFRENDSIVE TAKE —OFF O MAIOIEALS TO DETERMINE THE ACTUAL QUA ITTES OF NTERML NECiSSARY TO EXECUTE THE WORK DESCRIBED ON THE PLATS S. ALL TRENCHES SHALL BE BACKFIRED NN CLEAN. DEBTS —FREE AMIOIALS TO SOW DENSITY. CLEAN SHAD 4441 BE USED MR BEDONG NATIONAL F PMOR SOIL CANNOT BE ADEQUATELY RID OF TOUR AND OTHER EXTRANEOUS DEBARS PULLING PIPE SHALL BE PROHIBITED. 10. ALL SOLVENT WELDING SHALL BE PRECEDED BY PRIMNG OF THE FRIINGS AND PPE AS RECOMMENDED BY THE MNURACIURER. 11. CONTACTOR TO LIREI/MJ BER ALL ZONE VALVE COVERS WITH CORRESPONDING CONTROLLER ZONE NUMBER AND SOLATRN VALVE BOX COVERS WITH RECORD DRAWING NUMBERS. PROVIDE TAGS TO AL VALVES AS SHOWN PER DETAES MAINLINE & PIPING 1. ALL MMUM MAN(S) ! SUBLAVI SHALL BE 1120 -1220 CLASS 2DO PVC CASKETIED PIPE WITH CASKE TED FITTINGS. EXCEPT FOR PLPNO THROUGH SLEEVES. ALL PIPES USED DOWNSTREAM OF EACH REMOTE CONTROL VALVE SHALL BE CLASS 200 PVC SOLVENT MEND WE UNLESS SOWN OTHERWISE 2. CONTROLLER(S) WILL HAVE ARAN SENSOR AID BY —PASS SATCN INSTALLED TO MEET SATE MD LOCAL CODA AWN SENSORS AND BY —PASS SWITCHES ALSO WILL BE INSTALLED N ACCORW CE TO MNNFACNPFRS GLDDUNM CONTRACTOR SNALL NSALL MD WINE RAN SENSOR, 3. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE WON OTHER TRADES ON SITE PROGRW OR SCHEDULE THE IRRIGATION SEQUENCE FOR TIE IRRIGATION SYSTEM DURING CONSTRUCTION AND NORMAL OPERATION UNTIL FINAL ACCEPTANCE BY THE OWNER CVNTROl1ER AA VALVE OPERATION SHALL BE CIRONOl101CAL G. REMOTE CONTROL VALVES O. ALL CONTROL VALVES SHALL IE INSTALLED MANN TH [ MIDDLE OF THE MEDIAN. COMING. VALVES SHALL BE ENE TYPE AND SIZE AS SPECIFIED HEREIN AND INDICATED ON THE DRAWINGS. 2. WIRE ALES FOR CONTROL VALVE CONNECTIONS TO THE CONOOUER WILL BE COATS) SOLD COPPER UL APPROVED DIRECT BIRTV. MARE 112 GAUGE FUR COMMON RARE AND /14 CAGE MR ACTTVATON WIRES. RED WIRE WILL BE USED FOR ACTNATON. WHITE MILE TOR COMMON. ONE ADDIIOIML WNIE WINE CONTINUOUS ALONG ENTIRE MUM 111E AD ONE ADORIOHAL /14 GREEN WALE FOR SPARE ALONG DOW LENGTH O MAN UNE THE CONTRACTOR SHALL FURIF41 SVIACENT MARE COES FOR EXPANSION. AT ALL VALVE LOCATIONS AND A SLEEVE ENDS AND CIVNSE OF DIRECTIONS DC SOLENOID REMAINS A SEPARATE COMMON FOR EVERY FOUR (4) VALVES. M All ELECTRICAL SPICES SH AV BE IMAGE USING 3M—OBY OR U -3570 SCATCHLOCR SEAL PACE CONECIMS AS DETAILED NEWER, 4. ALL VALVE WIRING SMALL BE NSTALLID PER PIPE TRENCHING OETAL S. AT NO T41E WALL UNSLEEVED W W SLIME THIS SAME SLEEVE MATH WAR MOM OTHER PIPING. WIRNG SHALL BE N DEDICATED SLEEVES. H. VALVE B SPLICE BOXES I. ALL VALVE BOXES SILL MEET SPECIFICATIONS, BE SIZED & INSTALLED AS SHOWN AND DETAILED HEREIN. TOP O VALVE BOXES SHALL SE 4 NOES HIGHER THAN GRADE MEN NSOLLED. CONCOCT TO REINSTALL AD LEVEL BONES P SOIL SETTIUNG O,,I 2. WHERE POSSME AND FEASIBLE NSTALL VALVE BOXES WITH PIANTNG BEDUHES NO VALVE BOXES SHALL BE INSTALLED WNN 3 FEET O A SIDEWALK OR OTHER PEDESTRIAN USED SURFACE S FROM ANY VEHCULAR NDADRAYS OR N THE CENTER OF ROADWAY MEDIANS. DO HOT INSTALL AT THE BOTTOM O BWALE(S) OR ANY OTHER LOW FONT. & CONTACTOR SMALL LOCATE AND FLO ALL VALVE LOCATIONS PRIOR TO NSYALL kTAM FOR APPROVAL 01 ME LANDSCAPE ARCHTECT I. POP —UP SPRAY HEADS & BUBBLERS 2. THE DEPTH OF ALL LINES SHALL BE AS SPECFIEO PER PLANS AND DETAILS MEASUREMENTS SMALL BE FROM TOP O PPE(S) TO FINISH 1. ALL SPRINKLER HEMS WLL BE INSTALLED ANO CONNECTED TO LATERAL LINES AS PER OETAX.S ME SMALLEST PIPE SIZE ALLOWED GRADE CONTRACTOR WILL BE RESPONSIBLE FOR RERRICHRO AND RELAYING ANY PIPE HOT MIXING SPECFIEO DEPIII(S). TO CONNECT SPRUJIOER TO VRMKIER SHAM BE 3/4' OR M SPECIFIED PER PLAN. 3. ALL MANURES WILL BE INSTALLED WITH A TRACING TAPE LABELED 'NON—POTABLE IRA VAAOR MAN'. 4. ALL PIPING SNBDYIS FOR FUTILE ZONE EXPANSIONS SHALL HAVE THE END CAPPED, AND BE LOCATED USING A JUMBO VALVE WOK. 5. ALL IRRIGATION S TO BE LOCATED N THE MEDIANS ALL IRRGATON LUTES ARE TO BE INSTALLED AT LEAST 3 FEET FROM THE CURB. S. ALL MAN ENE WITH NO VALVE WIRE SHALL FIVE APPROVED LOCATOR DEVICES EVERY SO FEET AAD AT DIRECTION CHANGES. SLEEVING /CASINGS 1. ALL SIEEVING INSTALLED WITHIN THE ROADWAY SHALL BE INSTALLED USING DRECTON& BORING TECMOLOGY PER FDOT STANDARDS AND SPECFICATONS 1TNUY ACCOMOBATIMS MANIML' LATEST EWNON. ALL SLEEVING PIPE SIZES SHALL BE AS SPECIFIED ON PLANS AND INSTALLED WITH OWNER APPROVED LOOTHG OEMC6: I.E. 3M SCOCHRIARK MMNETIC LDCATNG DISC AT EACH END ON TOP O SLFEVIND. 2. ANY FUTURE SLEEVES SHALL BE CAPPED AND LOCATOR DISC INSTALLED ABANDONED SLEEVES SHALL BE CLOSED PER FOOT STANDARDS. M ALL SLEEVES SHALL EXTEND B FEET BEYDNO ANY PAVEMENT EDGE AND 4 FEET BEYOND BACK O CURBING 2. ALL POP —UP SPRAY HEADS SHALL BE 12' HIGH POP —UP SPRAY HEADS AS SPECIFIED HO". 3. ALL TREES AND PALMS DESIGNATED TO HAVE SUPPLEMENTAL IRRIGATION SHALL FIVE IT N TILE FORM O 2 PRESSURE COMPONSATNG ROOD TYPE BOBODtS. THE DISC AM RATE SHALL BE (1) 1 GFM NOZZLE PER TREE OR FULL COVERAGE SPRAY HEAD ZONE (2) .5 GPM NOZZLE PER SHOE ROW SPRAY HEAD COERAE, OR ROTARY GEAR HEAD (TAE COVERAGE OR SINGLE ROW CGAAA;E) COERAGIL THE BUBBLERS SHALL NOT SE INSTALLED ON TOP O THE ROOTBALL ADUCORT TO THE TRUNIL THEY SMALL LE INSTALLED ADJACENT TO THE ROOTBALL PERIMETER AWAY FROM THE TRUNK 4. SPARER NOZZLE RANGE SHALL BE BASED ON THE SPACING SHOWN ON THE PLANS) OR MFRS TO BE COVERED. THE COMRAJTM SHALL CONSULT WITH THE LANDSCAPE ARCHITECT FOR NOZZLE ANUSTMENIS AS NEEDED. CORO,VADO PKII'Y. & HUAM BLVD. GOLDEYG.4TE BEALTIFIC.ITlON. AI..S. T.U. SHEET IRRIGATION NOTES N0. LD-60 ),.to ioc 11 6 3 4 2 1 0 8 NOTE, Fiberglass Reinforced Enclosure with Forest Green Chenical 6 Ultraviolet Grade Gelcoat Finish. Maintain 3' clerance fron all sides of punpstation. 1) DISCHARGE ISOLATION VALVE 2) FLOW METER/ MAIN VALVE CAPABLE OF COMMUNICATING WITH MOTOROLA CONTROLLER 3) 2 GALLON PRESSURE TANK 4) ROLL GROOVE MANIFOLD 5) CHECK VALVE (SET IN WELL) PUMP PERFORMANCE 6) DISCAHARGE FILTERS WITH 80 MESH , AUTOMATIC FLUSH 150 GPM @ 60 PSI CONTROL VIA MOTOROLA CONTROLLER 7) 10HP SUBMERSIBLE PUMP <150 GPM @ 60 PSI) SET IN WELL 8) 47'W X 56'L X 45'H FOREST GREEN FIBERGLASS FLIP TOP COVER 9) 52'W X 62'L WELDED ALUMINUM FRAME 10) UL LISTED CONTROL PANEL W/ VFD CONTROLLS IN A MODEL # V E D - N E T A -SUB - 1 0 - 2 3 0 - 1 FIBERGLASS ENCLOSURE WITH FAULT RESET /DETECTION VIA MOTOROLA CONTROLLER, LOSS OF PRIME, LOW & HIGH PRESSURE, AND TRANSIENT SURGE PROTECTION Q pI �i �iI �i �� N/ S lU 8' X 16' VENT (FRONT AND REAR) V ✓ ✓ ✓ ✓!iC II \IC 12) STAINLESS STEEL LOCKABLE HASP 13) STAINLESS STEEL HINGE AND HARDWARE M0for, W0119K5' INC, 14) N/A 15) 5'W X 7'L X 4'T CONCRETE SLAB 2058 AC PWR NAP1.�5. FI 54109 REV1S10N9 ' /kG aQd COLLIER COUN7'F TRANSPORTATION SHEET IRRIGATIONPUMPSTATION N0' CORO,V.IDOPKH'r.sHLIV7ERBLrD. GOLDEN GATE BEA171FIC4TIO.V, M.S.TU. L ➢ -61 Submersible Well Pump System Variable Frequency Drive Fiberglass Enclosed Model: VFD -META- SUB -10 -230 -1 Purpose: To provide a complete prefabricated variable frequency drive skid mounted fiberglass enclosed pressure demand submersible pump system with UL Listed Industrial Control Panel. The manufacture will manufacture, flow test, and warrant the system to meet all specified operating requirements described below and in system detail. The system shall be Model X VFD- NETASUB -10- 230 -I as manufactured by Naples Electric Motor Works, Inc. of Naples, FI USA 239 - 591 -1313. This specification describes the general components and minimal operating requirements and shall not be construed as a manufacturing guide or complete list of required system components. Frame: The pump station will have a prefabricated welded 52 "x 62" aluminum structural skid. Aluminum supports will be provided for mounting of control enclosure. Fiberglass enclosure: -- - - - - -- — - - - -- - _ -- The pumy_slatign wjll be.completely enclosed by g Forest Green fiberglass enclosure 47 "x 56"x.45" Encl..osurs., is manufactured to ASSE 1060 specifications with a minimum 3116" thick thixotropic resin reinforced with fiberglass strand, protected with 18 to 20 mils of UV isopthalic polyester gel mat. The lockable flip top lid design allows access for maintenance with an overlapping lid seam design for weatherproofing and vandal resistance. Pump and motor: The pump will be a Berkeley 6" turbine type submersible liquid end with ASTM A48 Class 30 discharge adapter, top and intermediate bowls. Impellers will be silicon bronze. Bearings at discharge, intake, and bowl will be neoprene. The motor will be Franklin 6" rated 10hp, 230volt, 3450 rpm at 60Hz. Motor shell and splined output shaft will be stainless steel. Kingsbury-type water lubricated thrust bearing. Pressure equalizing diaphragm. Hermetically sealed windings. Pump Performance: The required pump performance at a 30' depth in the well will be 150GPM (a. 60PSI Irrigation pump controls: The Variable Frequency Drive and all electronic control circuitry will be mounted in a fiberglass NEMA 3R rated enclosure with a gasketed lockable- hinged door with stainless steel twist lock latches. Operation The system utilizes a Variable Frequency Drive to operate as a pressure demand start reduced flow retirement. The station maintains a fixed discharge pressure that compensates for varying flow demands within the capabilities of the pump. Soil Start/Stop The system soft starts to the operating pressure and soft stops at retirement via a programmable romp time. System starting and stopping can be either pressure demand no-flow retirement or clock start from the irrigation controller. 10C Low Pressure Protection The system will shut down if the pressure drops below a preset pressure for 30 seconds and a low- pressure fault will be indicated The system will remain off until reset. Drive Fault The drive has numerous overload and safety faults including phase loss, low/high voltage, high current, internal heat sink overheat, ground fault, short circuit fault, the system will shut off and the fault will appear on the operator display. All key parameters will also be recorded at the time of fault and the last 10 faults are stored. The system will send a fault output to the Motorolla Controller and can be reset via the Motorolla Controller. Protection Equipment Fused disconnect with type R current limiting fuses. Silicon Oxide Varistor voltage surge protection per phase. Thermostat controlled cooling fan for control enclosure. Variable Frequency Drive: VFD with the following features; overload capacity nominal 110% for 60 sec 150% peak, power loss ride -thm: 2 sec, auto restart after power loss or reset table fault, feedback signal loss detection, 32 bit microprocessor logic, LCD keypad display, 5 lines x 16 characters back lit with copy function, non - volatile memory/program retention, elapsed time monitor. RS -4221485 port: Modbus protocol, meter functions: Volt, amp, kilowatt, ' MTBF 28 years:.__.. -- —.. .. Pressure Transmitter: A 4-20ma pressure transducer will provide a feedback signal to the VFD PI control for constant pressure control. The transmitter is CE recognized with 17 -4 PH stainless steel housing and meets NEMA 4 (IP65) protection ratings, and is shock rated 200 g and vibration rating of 20 g 50- 2000Hz. Pressure range is 0 -100 PSI with a 300 PSI over pressure rating. Flow meter. A normally closed hydrometer will provide total and rate display +/- 2% accuracy within its rated flow range at 10 to 225 psi. A reed switch provides pulse output for flow monitoring. Self - Cleaning discharge filters: Netaftm Disc -Kleen filters with a maximum operating pressure of 140psi with 80 mesh filters will be connected to the discharge manifold. Auto back flush controlled by the Motorola Controller will be discharged to a 2" line into drywell (dry well provided by others). During back flush alternating filter batteries are taken off line and flushed while the other battery continues to filter water for the irrigation system. The filter discs will separate during back flush cycle for optimal cleaning to the header. Discharge Pipe Manifold: The pipe discharge manifold shall be constructed of galvanized steel pipe with roll groove fittings. A butterfly valve will be provided on headers 4" or greater and a bronze ball valve on anything smaller. A 2- gallon capacity pressure tank will be installed on the pump skid under the cover and connected to the header. Warranties: The pumping station components will be warranted by the manufacturer for a period of one year from date of manufacture. COLLIER COI/NTY M"SPORTATTON SHEET vas cow acvrsrs taco uHr urour CORO.VADOPEa'Y. & NUNT£RBLYD. IRRIGATION PUMP STATION H➢' GOLDEN GATE B &11rTIFICATIOX. MST U L ➢ -62 A♦ � LAN 6 PLAN NEW 7 IN lanw.�oil 8 Cabi. I Cabywl Cmheller Elachkal d � � I Iw IwNNAC1aA 1 ' 24' S0. :yY SIDE MEW 10 " LUAU UALUVLAIIUNJ: COMPONENTS CONDUCTORS BREAKERS WATTAGE 1 -10 HP PUMP SINGLE PHASE 2 -120 V RECEPTACLES WITH GFI MOTOROLA EQUIPMENT TOTAL' FULL LOAD: —AMP Q 100% DEMAND SERVICE SIZE: AMP, V, SINGLE PHASE, 3 WARE II T _ 1 -/4 TH14N NEUTRAL COPPER LEGEND: I. 1 TN1161 i+m a �11U`CACp fbIN0.^ �T �A� GENERAL INSTALLATION AND 1310 NOTES: LEGEND: �lal +. W mIMZ L WCAUI dGOSNL t+. 17 171 M Na[f -A- S � NN 1-Ni[ fRld a +Y QIYfIM R6i.4. Qtl wCMtT � +. A' lu v/Lm +ID-Wli fin+¢ � f �WwaR"�PoI1 M r/Q INWItl Al fM1 iOaAZ 101AlIOL IC+G NM W 16T*M MNNNK +A� -+VL�T mIM¢ Wp1�f W /qqI IIppI,,•�/�yy +ptl mIYUIY 9�M'A p IWLW�AEU6 w.Nlo Iwpp WOi111m S NYtt W� Ni01 fpNti 12 NS+NYInON .N6- WR PWf �� Slm 6 MNtl WIS1tR�- Y +2 Cd11RN1A LFAmINY�CSV YID K l IY Glp1.N1 NDONL tl+/Y NA LLTR IYI -V0.T .0.wR S Mtl �l1pf M O[<M+IKML �'A. - a- N.rgo M NKra N�uwIR Y sml.ltl IaaK w 2rAa, oNrAetal. a ra.m aNINn[� --� cniNau sw -ASmwr t4sN a N�NBCw10. Ne xAa 9NIG xs[ aswrx usci. iLK NNNl2+�Wa �� _ _ a GLlpl OdNrt t f -Aqa Y NM mL�M a Y W NN tl IOIIa f \fa OI IM VAtK K6 ful nIa�G Nw �M WIWr QAO.wt to f Na MC W 11Y vN.yTy a�' ..� a ?YA nC %%ID IOw RAW xN C•r IY y� r. qL OPi01AT Ipi 11..6+Q�"wM1K .Mfm u1Mf R OOMnN1:+01. tl alY�IIS tm NN�fnl� A0 YL .PI 4FNYM0 YIC fML+[ a0 MLA VPA+IOIW. tl ApIID UL MN K I/NL W-LLtCf FNK R M' A.A[1FD to rfA N.r -.AII ]NtCI I�i00�6 MAN- NI -N•sl a - . Nw]Iw1L NG N' NQ a 91 O �+GRII M�11C OON: MIt S+m S+myMliS N a Y OIL. NLi mN IINI N aaa o-an N.IN+" n. ro aaa xlm wwlo rwc onan WID RiIO 1}il SiiN ®M +IPMItl NI GNINTY. wAm a rraa Narwn. u Inm. lou a u+m. n. u .rnlam sA-. w n casa� xa rart Laaulc srs+n Imwwu slm noNUm a NNWnccme c«wa +!r rNCar °ru ' Nainl:.I tl IIIawN M .ISrNaAnax v a a 1. r. a +4 e w Il...0 waWUtla IAIIW wol -wAnm smlw: wo wrxowacc+NC mllnla Nm wliw wm w ruc® ldnort W. eo*roll ra . 'ia'�° a +a+u>tax W�r� N nAa +a�w ,NC mly.r •`mar ne .arolr r. AIL i ELECTRICAL CONTRACTOR: � ONTROLLER ENCLOSURE "B•• u Imm �1 ELECTRICAL ENCLOSURE "A•• --- -- - - - - - -- au .eNw.o ava Iwa....e.lo _— IRRIGATION CONTROLLER &ELECTRICAL SERVICE ENCLOSURE DETAIL ------ - - - - -- N.T.S. CONTROLLER & CABINET BY COUNTY CONTRACTOR TO INSTALL ----- - - - - -- scvinws�� MT, gy CCQ�Cd COLLIER COUNTYTRANSPORT,97LON SHEET CORON.•ID0 PKWY. s NU,VLER BUD. CONTROLLER DETAILS —0-1 G0LDENGATEBF4MFLCATJ0,V, ALS.T.U. LO-63 loc � 44 STEP N0. N 1. `_ 1 BEARING AREA STRIP WIRES AND APPLY SCOTCHLOK Y ELECTRICAL T SPRING CONNECOT IN A T CLOCKWSE DIRECTION. N r • F STEP N0. 2. INSERT SPLICE TO BOTTOM / TY' OF GEL -FILED TUBE B LI/Y -3/C PLYWtlOO SURE SC CHECK TO MAKE WYE 1 2•_314• PLYwooD TEE CROSS TEE SURE SCOTCNLOK CONNECTOR HAS BEEN PUSHED PAST THE /I� LOCKING FlNCERS ANO EDGES OF IS 70M O ON THE BOTTOM OF THE BFMpIC AREA TRENCH RO55 TUBE. lb A —WIBTH ,W STEP N0. 3. BEWBIG ARG (• PLUG POSITION MKS IN WARE CHANNELS AND PRESSURE BEARING AREA BFABWG CLOSE INSULATOR TREATED AREA UNDSNRBFO TUBE COVER. SOIL BEARING AREA BEND eouTD TEE WITH PLUG TYPICAL SECTION .... PRESSURE. BEARING AREA 112' -3 /4'. PLYW000 PLUG y _ J I 24 VOLT WIRE CONNECTION DETAIL BOARD i n N.T.S. PLUG 1 BEWpNG AREA I CROSS TEE WITH PLUG TAPPED TEE WITH PLUG REDUCERS aE+ ILi _ II iS REBAR BEARING ARFA :} •.:.:,. - �' ETIL OETECMN THE ;r {:�;:••p EI I- /� e• Aeo.E P— oR I VERTICAL BEND NDLS BEARING ARV, OFFSET —N M w NNF OR - III =R XW I ON BENDS AND TEES EXTEND THRUST BLOCKS LINE _ FULL LENGTH. 2. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS. 3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE SOIL @ EXTEND THRUST BLOCK TO UNDISTURBED SOIL 4. IN BACK FlWNG, ANY MUCK ENCOUNTERED SHALL BE REMOVED k REPLACED WITH ACCEPTABLE MATERIAL. 5. BACK FELL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS. 6. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 PSF. @ LINE PRESSURE OF 150 PSI.. 7. ALL IRRIGATION LINES LARGER THAN 2" ARE TO BE THRUST BLOCKED AS 4" SIZE. THRUST BLOCK FORMS DETAIL TRENCHING DEPTH FOR ALL MAIN ONES SHALL BE 36 HONES IAM-S APPROVED BY LVIDSCWF AIB]IRECT ALL TREN NNG DEPT6 SNOWH ARE MMMUM. IN THE EVENT TIUT MINIMUM TRENCH. 0— N. FT, THE TRENCHES — BE RE- DIGWTF0. — 4 EMENIS ARE TO BE DON: EROM NUSH UWADE Tp TOP OE PIPE PROVIDE A 6•R41w4U4 NERTICN SEPNUBON BETWEEN MNN LIKES) AND UTEPAL UNE(S). ALL TREHCHES S BE BTLNEILIFO MM CLEW SOIL MU OP DEBRIS & NOXIWS WEEDS TRENCHES SNNL BE D.—TED A A SOX STAN —D PROCTM DENSITY, ASTIDppp -Te. PIPE PUUING THROUGH UN- TRENCHED SOIL 5 NOT ALOWEO UNDER INI GRCWSTNICE. TYPICAL TRENCHING DETAIL N.T.S. N.T.S. .�� « L.vrrrcrc L,vurvrr rrwv.Dr•LAr<Aatrv�v I I SHEET ......,. A. Hrol .. coAON1DOPKR'P.&HUVTERBLYD. INSTALLATIONDETAILS N0 GOLDEN G.dTEHEdi7lFlC.ITIO.V, M.S.T.0 LO -G4 �vvvoo FULL LENGTH. 2. PLACE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS. 3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE SOIL @ EXTEND THRUST BLOCK TO UNDISTURBED SOIL 4. IN BACK FlWNG, ANY MUCK ENCOUNTERED SHALL BE REMOVED k REPLACED WITH ACCEPTABLE MATERIAL. 5. BACK FELL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS. 6. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 PSF. @ LINE PRESSURE OF 150 PSI.. 7. ALL IRRIGATION LINES LARGER THAN 2" ARE TO BE THRUST BLOCKED AS 4" SIZE. THRUST BLOCK FORMS DETAIL TRENCHING DEPTH FOR ALL MAIN ONES SHALL BE 36 HONES IAM-S APPROVED BY LVIDSCWF AIB]IRECT ALL TREN NNG DEPT6 SNOWH ARE MMMUM. IN THE EVENT TIUT MINIMUM TRENCH. 0— N. FT, THE TRENCHES — BE RE- DIGWTF0. — 4 EMENIS ARE TO BE DON: EROM NUSH UWADE Tp TOP OE PIPE PROVIDE A 6•R41w4U4 NERTICN SEPNUBON BETWEEN MNN LIKES) AND UTEPAL UNE(S). ALL TREHCHES S BE BTLNEILIFO MM CLEW SOIL MU OP DEBRIS & NOXIWS WEEDS TRENCHES SNNL BE D.—TED A A SOX STAN —D PROCTM DENSITY, ASTIDppp -Te. PIPE PUUING THROUGH UN- TRENCHED SOIL 5 NOT ALOWEO UNDER INI GRCWSTNICE. TYPICAL TRENCHING DETAIL N.T.S. N.T.S. .�� « L.vrrrcrc L,vurvrr rrwv.Dr•LAr<Aatrv�v I I SHEET ......,. A. Hrol .. coAON1DOPKR'P.&HUVTERBLYD. INSTALLATIONDETAILS N0 GOLDEN G.dTEHEdi7lFlC.ITIO.V, M.S.T.0 LO -G4 JUMBO VALVE Box WITH LOCKABLE LID WTH r EXTENSION. — SET ON BRICK SUPPORTS (L), PROVIDE NON- WOOVEN FILTER FABRIC WITH 0 DYER IF PEA CAAVEL ON TOP OF FILTER FABRIC TAPE FILTER FABRIC TO EXTERIOR OF VALVE BOX WITH WC T TOE PROVIDE A C F.F. OVERLAP FROM BOTTOM OF BOX BOX SHALL BE SET FLLSK AND LEVEL WITH CRAOE. VALVE INLET SIZED SCH 40 PVC THREADED NIPPLE CONNECTED TO VALVE CUT OFF THREADED ENO AT RANGEO CONNECTION END AND SOLVENT WRII TO FLANGE. SCH BD PVC FLANGED REDUCER FITTING CONNECTED TO 2' SCH N PVC FLANGE TO BE SOLVENT WELDED TO NIPPLE. SIZED TO UNE D.I.P. 45' UNE ELBOW CONNECTED TO RANGED D.I.P. REDUCER FITTING. NNE SIZED CATS VALVE WTH FLANGED CONNECTIONS SEE MAN LINE ISOLATION VALVE INSTALLATION UETAL FOR INSTALLATION REOORpHENTS TAPE FILTER FABRIC TO NIPPLE SURFACE WITH DUCT TOE HRRICATON MAIN. REFER t0 PUN FOR FOR SIZE(S� NOTES ALL WASHES RODS, BE NUTS AND WASHERS SHALL BE STAINLESS STEEL OPEN AND CLOSE SLOMY TIE NAIVES WRING RUSHING. OPEN 2' VALVE FIRST, THEN OPEN URGER VALVE. USE A MINIMUM TIME OF DO SECWDS FOR OPENING OR CLOSING EAOH VALVE UNDER PRESSURE. IRRIGATION MAIN LINE BLOW OFF INSTALLATION DETAIL N.T.S. loc °4 POP -UP HYDRANT NOZZLE 24 AT FINISH GRADE NES TING BN P EDU ^� L= �M' •''a COMPACTED CLEAN BACK -FILL -_ SPRAY OR ROTOR HEAD SPRINKLER AS SPECIFIED - SCH AD FIRINGS FOR CONNECTION N ' FINNY PIPE " 1B• VIN. LENGTH ' SCH COMBRNATK)N ELBOW INS A MPF7 SCH b TEE SUPNSUNFPT V NOTES : SPRINKLER HEADS SHAH. BE PLACED ND CLOSER THAN S' FROM THE BACK OF CURB OR PACED ON THE CENTERUNE OF THE MEDIAN. SPRINKLER HEADS IN NARROW MEDIANS (i.R. al Tum lanes) SHALL BE PACED ON THE CENTERUNE OR ON THE SIDE OF THE MEDIAN VATH THE HEADS SPRAYING TOWARD THE TURN LANE .0 NOT DINE TRAVEL LANES. DO NOT OPERATE AT HIGH PRESSURE LEVELS. ADJUST THE ZONE CONTROL VALVE PRESSURE REGULATOR DIAL DOWN TO 00 PSI FOR SPRAY HEADS. 12" HIGH POP UP SPRAY HEAD INSTALLATION DETAIL N.T.S. COLLIER COUNTY TRkVSPORTA770N CORONADO FKHT.. & HUVTERBLID. G0LDENG.4TEBP I(?1Fr_4TJ0X,, MS.T U. SHEET INSTALLATION DETAILS ND' LD-65 lOC NON - POTABLE WATER IDENTIFICATION TAG sET Ix CEXTEII GREEN RPM OF YEOMNS OR S' EPDXY TO TOP OF CURB, LAMINATED VALVE M DIMM OFF CURBING OR PAVEMENT 1 PER SIDE IDEWIFIGTION TAG OF MEgAN FINISH GRADE CURBING CONTROL WIRES COILED PER WIN. INTAKE IPPLE AND I I. TO MAIN LINE. PROVIDE WIRE I I_ CONNECTORS. \ /�� COMPFlACTED CLEAN / \— BACLL \ • d �\ VALVE BO% AS SPECIFIED LEVEL t FLUSH WITH GRADE ELECTRIC SOLENOID VALVE FLOW AS SPECIFIED LJ -j FINISH GRADE SCH 80 PVC VALVE CONNECTING PANTONE PURPLE 522C UD NIPPLE. SCH 80 PVC THREADED 2• AIR GAP - MANCATORY - COMPACTED CLEAN FITTINGS SHALL BE TIGHTENED TO BACKFILL TOROUE RECOMMENDED BY -.. MANUFACTURER. .. .. {^/..,' 0 00 O OM`/'VL /��I. 0 - _.... ... vALV[ BOX, I2• RECTA"0"", MANUAL GATE VALVE CONNECT TO 0 7ly T QUICK E.S.V. TRIIN SCH 80 PVC NIPPLE. IIIJJJ ll �yW/Wl..Fll�ll 00 p OUP VALVE ALL T PVC NIPPLE CALVE ALL STAINLLS STEEL CONCRETE PAVER BRICKS FOR SWPORi AT EACH CORNER TAMP AND LEVEL p O 0 p O p N// SCREW CLAMPS / 5 RUM O . EPDXY COATED, M• LENGTH i NON -WOVEN FILTER FABRIC / \�yjV'�` O , 1 NON -WOVEN FILTER FABRIC ATTACH TO VALVE BOX WITH DUCT ATTACH TO VALVE BOX WITH TAPE ,PROVIDE A• OVEk1AP OUCT TAPE . PROVIDE l• OVERLAP `xJ l)CC\ 4 /Y 1• SCN.80 PREIIANUFACNRED fi• / 88 STONE PROVIDE SWING JOINT ASSEMBLY WITH , 2• GAP BETWEEN BOTTOM OF DOUBLE O-RING SEALS VALVE AND TOP OF STONE . PVC MAIN LANE IRRIGATION CONTRACTOR SHALL FIEW DETERMINE NIPPLE LENTTS. OR SUPPLY NIPPLE EXTENSION. MAINLINE OUTLET TEE, INTERCONNECTING NIPPLES AND ALL OTHER INTERCONNECTING FIRINGS SHALL BE SIZEO TO THE VALVES INLET OPENINGS. COORDINATE WITH UTILITIES CONTRACTOR TYPICAL ELECTRIC SOLENOID VALVE ASSEMBLY NOTES: SCA18 NOT TO SCALE All PVC FITTINGS BETWEEN THE MAINLINE AN0 WICK COUPLING VALVE SHALL BE EOUIVALENT TO THE WICK COUPLING VALVE SM AT EXISTING QUICK COUPLING VALVESI REVIEW FDR ADEQUATE OPERATION, REPLACE VALVE IF NOT OPERATING PROPERLY; REMOVE AND REPLACE C%ISTINC 10 . VALVE BOX, REPLACE WITH 12• RECTANGULAR BOX, PANTONE PURPLE 5220 LID COLOR. QUICK COUPLING VALVE INSTALLATION DETAIL Salts NOT TO IN= REVlslon & COLDER COUNTY TRANSPORTA77ON SHEET voB REVTSCD WA1M LIE LAYOUT INSTALLATION DETAILS ' 1-1 GOLDEVGATEBEAERTFIC.HTJ0,V M.STO. rL. Ni 6 .1 RErER ro PI.WS — BUBBLER ROW YDLUME M'0 BUBBLER OVANRTES r TREE ALL BUBBLERS SW11 BE ZONE- SEwRATE FROM 0— ZONES. BUBBLER IS TD BE I.-- IA — ro ROpRLLL1 PEWEfER MULCH AS sPECmED. \ rLOOD auaaER coNNECreo Ao /LEXIeLE PA; PEE a1R DEpIMRi BARBED TIWG REXIBLE PVC PIPE TO FLpOp BUBBLER. INSTALL 8' BELON CR TREE IRRIGATION W/ FLOOD BUBBLER INSTALLATION DETAIL loc TREE /PALM BUBBLER REFERENCE GUIDE - -- - - - �//� /A a_ « .fL tvlucrc lvt /rvt (tlN/vJYI/KtAtlVry SHEET ^ ®% _ ♦ COROVADO PAH'r. & HUNM BLfV. INSTALLATION DETAILS GOLDEN GATEBEAT(FICATION, MS.T U. LB -67 DESCRIPTION BUBBLER Ott. ESTABLISHMENT ROW RATE . \�S+Y�My}BBOOLLj. MAPLE. TABEBUTA SPP. (2) .5 GPM BUBBLER PER TREE. \gyp i/.Jl LIVE OAK (2) 1 GPM BUBBLER PER TREE. CRAPE MYRTLE (2) .5 GPM BUBBLER PER TREE. JATHROPHA (2) .25 GPM BUBBLER PER TREE ' y/ SABAL /CABBAGE PALM (2) .5 GPM BUBBLER PER PALM. PAUROTIS /EVERGLADES PALM (2) 1 GPM BUBBLER PER PALM. W ALEXANDER PALM (2) .25 GPM BUBBLER PER TREE. BUBBLER NOZZLE DESIGNATION IS NOT SHOW IN PLAN VIEW SHEETS DUE TO GRAPHIC CLARITY ISSUES. REFER TO THIS GUIDE FOR BUBBLER DESIGNATION. - -- - - - �//� /A a_ « .fL tvlucrc lvt /rvt (tlN/vJYI/KtAtlVry SHEET ^ ®% _ ♦ COROVADO PAH'r. & HUNM BLfV. INSTALLATION DETAILS GOLDEN GATEBEAT(FICATION, MS.T U. LB -67 FINISHED GRADE - BACK OF CURB OR EDGE OF zi 10 p N.M DATE RE —ONO, /NIY j% � �E CdOCCQICd COLGERCOCTRANSPORTA770N SHEET CORON.4DO PKR'P. & HUNTER BL PD, INSTALLATION DETAILS ND' GOLDEN GATE BEAUTIFICATIO$ U.S.T. U. LD -68 .:J,; 4' B.O.C. OR S' E.O.P. •A ll� ANTENNA. BCN W PVC FLANGE. INCLUDE GASKET KIT. LOCATOR DENCE ENCLOSURE WITH SOUR PANEL TRAY REPEAT AT ROM SIDES. • -- CUSS 200 PVC GASKET PIPE 7 IRRIGATION MAIN OR SUBMAIN. All i VAPo6 INSTALUPER NOTES: 14 1/4' - ,•;... _ -. AMID REOURREMIENTS. MANUFACTURERS SPECIFlGilON4 MAINLINE ROADWAY CROSSING - 10 5 /B' CONTRACTOR SHALL VERIFY LOCATION ON SITE -. WITH LANDSCAPE ARCHITECT d COUNTY IRRGATION PROJECT MANAGER. BY DIRECTIONAL BORE WT.1 FUMNED GRADE BACK OF CURB OR EDGE OF PAVE -ENi EONWIT FOR USER A`• CON[ CONCRETE MOUNTING PO YWMGR POST �1]4 Y 1"Fn(� TAM' YrA(]IJh` R��'YIF /JJ��11 ��1 3 TMP STAIN P T " CONCRETE STAIN POST 'MEDIUM GREB! COLOR' a HARMING HT. WAY VARY BASED UPON SffE CONDIPONS 3 /4' GROUND WIRE CONDUIT R' GROUND R00 -10 OHMS OR LESS ' ' REFER TCE TEST MUST 8E PERFORMED RELER RO CONTROLLER DETAIL SHEEP DETAIL EDE • ELECTMCAI ENCLOSURE *A' FOR GROUNDING DETAILS \�� N\ \. � •� } /t' CANARY FOR INPUTS d OUTPUT CABLES/WIRES WELDCLASS PIPE TROUGH SLENMTMVEHi OCVICE SCH BT PVC BOTH SID INCLUDE GASKET KIT. REPEAT AT BOTN SIDES. CUSS 200 PYC GASKET PIPE IRRIGATION MAIN OR SUBNAIN. N {•, RADIO PICCOLO XR CONCRETE POLE MOUNT N.T.B. FOAM SEALANT EACH END OF ME SLEEVE. IRRIGATION SLEEVE SLEEVES SHALL EXTEND: B' FROM THE EDGE Of PAVEMENT AT VEHICULAR USE PAVED SURFACES WITX NO CURBING IV FROM ME BACK OF CURB AT VEHICULAR PAVED SURFACES; 4' FROM SIMINALK EDGE IRRIGATION SLEEVE SEALING DETAIL p N.M DATE RE —ONO, /NIY j% � �E CdOCCQICd COLGERCOCTRANSPORTA770N SHEET CORON.4DO PKR'P. & HUNTER BL PD, INSTALLATION DETAILS ND' GOLDEN GATE BEAUTIFICATIO$ U.S.T. U. LD -68 .:J,; 10 FlRWxm ORAOF a• BFIOX TOP OF ROx FINISHED GRADE A' BELOW TOP OF BOX JUMBO VALVE BOX WITH AlueO vKVE Bpr wmI PAN NE PURPLE 5330 COLOR UU. vAxroNE PURPE Szx Cann In I NR VACUUM RELIEF VALVE AS SPECIFIED. INSTALL IN ACCORDANCE TO MANUFACTURER ' T —! SPECIFICATIONS. PR6EURE RELIEF VALVE AS SP 11, ISOUTON "M VMVE TO BE USED AS CONNECTION xSTN1 IN Accwawt£ To —PER J�J TO MR VACUUM RELIEF VALVE j SvRFlanI0N5... ADD JUMBO VALVE BOXES OR EXTENSIONS AS REWIRED DUCT TAPE INSIDE k DUTSIDE -�� FOR DEPTH OF MMN LINE OR CR$INC /SLEEVE BOX OVERIAPS .IWRO VALVE ROPES 011 EXIFNSIa1f AS REOUmEO OLE! TAPE .-E A OUTSIDE INLET SIZED SCI1 BD PVC NIPPLE FROM TEE OUTLET TO 6' BB STONE . PRONDE FOR oEPm of IwN uNE OR WINO /s V£ Rat OWnuPS V&YE INLET. TAPE FILTER FABRIC WITH DUCT TAPE FIELD DETERMINE LENGTH, VAL AND TOP OF 70M OF RgLT 93F0 SCN AO vVC IrPVIE xt0u TEE OUTLET ro WLYE xlEt. INN: TILLER FABOIC WHX OIICT TAPE F' / s 2' w BETWFp BOLTOUEOF HON -WOVEN FILTER FABRIC TT'C TO VALVE ROD EETETalI1E IEMOM vKVf Ax0 TOP OF 51ONE . BOX WITH DUCT TAPE. PRONYE 4 OVERLAP MNnIAx - ATIVEN FaTER aBRt, AnACH ro VALVE Wr xRN g1Cf TPPE. v60.10E A' OIERIAP BRICK sUPPDRT, TAMP AND LEVEL ONE AT EACH CORNER. Equal to 3 tl— -t- Ala. NMM IRRIGATION 5 C LINE DIP FITTING WITH INLET SIZED DUTL In Inches BRKK $ImPOP, TAVP AxO LOEt or4 AT qld wRnEa Equal to 3 tkx a1YR Alo. xROAroN SERVRE UNE UP HITxG WIM INLET IT WTIET III YLchWS IRRIGATION SUPPLY LINE. INSTALL IN ACCORDANCE xRGATpN SUPPLY LINE RESSME RELIEF vAl1E 5 m6TALLID IN TO MANUFACTURER SPECIFICATIONS. MWRO NCE roR " ""`"a`R ""'— MAIN LINE AIR & VACUUM RELEASE VALVE MAIN LINE AIR PRESSURE RELIEF INSTALLATION DETAIL VALVE INSTALLATION DETAIL R.T1 M.T.1 --- '�& ffd LUJ.I.ICK LVL /tVt Z tIVLYJYVt(t9J/VN H.: CORON.�TDO IWY..&HUNTERDLLV. INSTALLATION DETAILS GOfDEN G.dTEBE.IC/fIFIGITION,MSTU NALI£BO %A=�E�Tm PRONOE 9O% E%TEN9d5 NEEDED IF DEEP TPFNdE! LN.AO PVC SNT ELL ! N OURET TO CFAV0. SUMP. SCH.aO PVC S.T CONNECT RTE TO UK k NUTS - .ANUAL GATE VALVE AS F AT 0.05E TO SALT WA1 RR TON SUPPLY UNE OR UNE 92E PAVERS FOR STABILITY AT ALL COIWIERS - 1WICAL NON -MWVOI FlLTER IABR TO VALVE BO% R1H DUCT PRONOE A A' OVFJtLAP GRAVEL SUMP M1N N' BE OFP1N ,' OF OM BETWEEN TOP T EL' nuo wnau a ,LSSEUBL• SUBMAIN BLOW OFF INSTALLATION DETAIL N.T.S. 10 I.-4,f JUMBO VALVE BOX AS SPECIFlED. ADD JUMBO VALVE BO%ES OR EKTENSIONS AS REQUIRED FOR DE— OF MART UK OR C NG /SLIIVE OIKT TAPE INSIDE R OUTSTOE BO% OVERLAPS. UK SIZED WE VALVE W MNGED — WNNECTIWS. GTE VALVE NOT REQUIRED SOH EO PVC MNOE. INCLUDE O KET KIT IRRIGTIOI SUPPLY LINE —TIN— BRICK SUPPORT TAMP AND LEVEL W 0 iAYP ANO LF41. STONE. PRONOE 2' CAP BEMEEN BQTTDM OF VALVE AND TOP OF STONE --- Fl1. FABRIC / ATTACH TO VALVE BOX WON OL!CT TAPE . —E a' OVERUW MAIN LINE ISOLATION VALVE INSTALLATION DETAIL COLLIER COUNTY 7RAIVSPORTAY70M COROX4DO PKH7. & HUNTER BLIV. GOLDEN GATE BEaUTIRC{TIOX M.S.T.U. N.T.S. STIEET INSTALLATION DETAILS N°' LD-70 PFONet: CORONADO PARKWAYCASW G SCHEDULE OMi0YA10. 082810 10 (REFER TO ENGINEERING MEDIANIMPROVEMENT PpL 4NS FOR CASING INSTALLATIONS. SCHEDULE FOR IRRIGATIONINFORMATION PURPOSES ONLY.) REV13n1RS a1734000QiC6 COLLIER COUNn TRANSPORTATION SHEET coxaNADOFKfVY.&HtQ ERBLVD. SLEEVE SCHEDULE "D GOLDENG,ITE BEAGTIFKATION, ALST U LD -71 HOPE SOtb HOPE Fwl Ban M,IIOS Be, DlKllm A .SMOm lbmpr Ban Lxalim TOY LF, al T Ot LF. T DY LF, a/ —/ P etl lYeiMT P Mm,uaO Ba, U,e - 80ROMD0 W i PARIWAT RIPR IOP19PV8 MOWLAT9ULIBECING 1 ] W£ WE 1.08185RLbh]0.5Rt NO .5 ft Y 85 PR PR I FOP HOPE MAN UtEML 1• 10. bh b M M 11 9W. E C MAN h 0 bN M 115 PR Kolb F b.2Rb •]/0.)R, 0i2 fab •N 6)R. M M 122 121 PR PR HOP HOPE UIEML INE h94322 RL M lOD PR HOPE 11 12 W -322 ] bB• 3 l )a94322 RL b NK32.2 M M 109 100 PR 801E U FUNRE ELEOIRC 13 11 1LLM11• .B pT6611LLb1NOD0.0 RL M M 130 130 PR PR 10 16 2h) 421BRtb23.7794T 19 R.b )1.961 Rt M 111 111 PR PR HOPE 901E FlRUIE gECiRC 1) 10 W{ WE 2N1).9&)LL 1,2)•31.)14 28 a 1).91TLLIO2h31.) 1B4 M M lli 11& PR PR HOPE —E I MML 19 WE Nd 2W11.91TLL IO]1.31.) B4 •31. -10LLb •)& L14 M. HNLW 110 95 PR PR 401E HOPE FUTIRE ELECRI,: H 23 Nfi. 21.3t710LLb a2&)42LL - 3M3 OLL b --- . R. M LS 193 .PR PR 8011E 110'E FUNRE aECTRC MAW 23 2, W{ W£ 3M31.33 O Lt b 31•T29 &9W 35. 09104b3h,1., &2R. M M 10 14 PR PR SW a0 "E FUNf£ELEO MAN N M W WE 94 to T•,1.4 &2R 35.0.93041, 3)•,1.,&]R -_RFUKG M M 181 10 PR PR —E 9db tATEML FMiIA£EIELIRC X W W{ 1ft ]B• 6 B b39•BB.B 41 R M N - 120 PR 8011E MAN F11N ELE- A >D W£ W{ lMZ1.129LLbµ56A ,3• L8LLIO1M50., L9R. M 130 PR PR HOP HOPE MAN lM.L N W£ ,MP.B 294 W,MS &I LBR. M 1H PR TOPE U)EML 32 W Lfa21A 29LLto„• ,L9R. M 10TAIA: 190 133 tb3 ,10 PR 901E F1INRE FIEOIRC 10 (REFER TO ENGINEERING MEDIANIMPROVEMENT PpL 4NS FOR CASING INSTALLATIONS. SCHEDULE FOR IRRIGATIONINFORMATION PURPOSES ONLY.) REV13n1RS a1734000QiC6 COLLIER COUNn TRANSPORTATION SHEET coxaNADOFKfVY.&HtQ ERBLVD. SLEEVE SCHEDULE "D GOLDENG,ITE BEAGTIFKATION, ALST U LD -71 10 C, IRRIGATION CONTROLLER SCHEDULE - CORONADO PARKWAY RECOMMENDED OPERATING SCHEDULE AND WATER USE ESTIMATED PLANT ESTABUSHMENTDEMAND! ESTIMATED ESTABLISHED PLANT DEMAND VALVE VALVE STATION ZONE VALV4 APPLIED PLANT IRRINET STARTTIME RUNTIME ENDTIME GALLONS DAYS TOTAL IRRINET STARTTIME RUNTIME ENDTBAE GALLONS DAYS TOTAL 20. LOCATION No. TYPE GPM IN /HR. TYPE PROGRAN HOURS MINUTES HOURS PER RUN PER WEEK GALLONS Pitormy HOURS MNUTES HOURS PER RUN PER WEEK GALLONS PI -01 Median 20 59' W. of E Med. End 9+32 SPRAY 45 099 SS /HP 1 12:00 AM 0:20 12:20 AM 900 3 2700 1 12:00 AM 0:20 12:20 AM 900 1 900 P3 -02 Median 10 59 W. of E Med End -"2 9H2 BUBBLER 15 . N/A TP 2 . _ 12:20 AM 0:2S 12:45 AM 375 3 1125 2 12:20 AM 0:10 12:30 AM 150 1 150 P2 -03 Median 9 574 W. of E Med. End 17 15 SPRAY 38 13 OG 3 12 45 AM 0:18 1:03 AM 684 3 2052 3 12:30 AM 0:15 12:45 AM 570 1 570 P2 -04 .....- Median 9 .. ...... 574 W. of E Med. End .. . ... ... 17 IS ...... SPRAY . _... 42 , . 11 ,......I, . WS .. 4 1:03 AM ....... ,,....... 0 18 1 21 AM -. ,.... 756 _..... 3 .,.... 2266 3 .. 3 ... 12:45 AM 0:35 1:00 AM 630 1 630 ..SA P3 -05 Median 9 574'W d E Med. End 17 +15 BUBBLER 65 NIA TP 2 1:21 AM 02S 1A6 AM 1625 3 4875 2 11 1:00 AM 0:25 1:25 AM 1625 1 1625 P2 -06 Median 9 574'W. of E Med. End 17 +15 SPRAY 36 _ 099 WS S. 1:46 AM 0:20 2:06 AM 7Z0 3 2160 1 1:25 AM 0:15 1:40 AM 540 1 540 P2 07 Medlan.9 574' W. of E Med. End 17 +15 SPRAY 35 099 HP 1 2 O6 AM 020 2:26 AM 700 3 2100 1 1:40 AM 0:15 1:55 AM 525 0 0 P4 -08 Median 7 212'W. of E Med. End 28 +36 SPRAY 12 0.89 PS /EP 5 2:26 AM 0:20 2:46 AM 240 3 720 1 1:55 AM 0:25 2:10 AM 160 0 0 P4 -09 Median 7 212 W. of E Med. End 28 +36 BUBBLER 21 _ N/A TP 2 2:46 AM 0:25 3:11 AM 525 3 1575 2 2 10 AM 0:25 2:35 AM 525 1 525 P4 -10 Median 7 212 W of E Med. End 28 +36 SPRAY 28 1.1 HP 4 3:1-1, A 0 18 11 3 29 AM 504 3 1512 3 2.35 AM GAS 2:50 AM 420 0 0 P4 -II _.. Median 7 212' W, of E Med. End .. 28+36 SPRAY 12 1.1 WS, 4 .3:29 A 0:18 3:47 AM 216 3 648 3_ _ 2:50 AM 0:15 3:05 AM _ 180 1 380 P5-12 Medlan 6 188' W, of E Med. End .34 +12 SPRAY 35 099 HP 1 3:47 AM 0:20 4:07 AM 700 3 2100 1 3:05 AM 0:15 3:20 AM 525 0 0 PS -13 Median 6 128'W. of E Med, End 34 +12 BUBBLER 10 N/A TP 2 4:07 AM 0:25 4:32 AM 250 3 -750 2 3:20 AM -0:25 3:4S AM 250 - - - 1 250 P6 -14 Median 3 24' E of W. Med. End 44+60 BUBBLER 15 N/A TP 2 4.32 AM 0:25 4:57 AM 375 3 1125 .2_ _ 3:45 AM 0:25 4:10 AM 375 1 375 P6 -15 Medan 3 24 E, of W. Med. End 44+60 SPRAY 36 099 55 4HP 5 4 :57 AM 020 5:17 AM 720 3 2160 I _ 4:10 AM 0:15 4:25 AM 510 0 0 CORO,VADO PKIFT. &HL7ITERBLVD. GOLDGYGATE BE4GTIFICATIOA: AfST.U. SHEET OPERATING SCHEDULE I ND LB -72 10 IRRIGATION CONTROLLER SCHEDULE - HUNTER BLVD. _ __... RECOMMENDED OPERATING SCHEDULE AND WATER USE ESTIMATED PLANT ESTABLISHMENT DEMAND ESTIMATED ESTABLISHED PLANT DEMAND VALVE .. VALVE ............ GAGA.. STATK)N _GAGA. ZONE GAGA...- VALVE APPLIED ....._.... PLANT ... IRRINET ......... START TIME GAGA. ... RUNTIME _.. .. END THE ............. GALLONS GA LL......... DAYS . . ............. TOTAL IRRMET STARTTIME RUNTIME ENDTIME GALLONS DAYS TOTAL -GAGA.. -... GAGA. - GAGA Ne. LOCATION No. TYPE GPM IN /HR TYPE PROGRAIV HOURS MWLITES HOURS PERRUN PER WEEK GALLONS PROGRAM HOURS MINUTES HOURS PER RUN PER WEEK GALLONS P7 -01 GAGA. Median 3 .......... 282' N. of S. Med. End -..,.. 911 ......... BUBBLER .......... .. 24 N/A TP 2 GAGA... 12:00 ... ,GAGA. ...,.. 0:25 12:25 AM ,.....,. 600 3 18DO 2 12:00 AM 0:20 12:20 AM 480 1 480 ....... P7 -02 ......... Median 3 ......... 282' N. of S. Med. End __GAGA. 911 ... GAGA.. SPRAY ._.._....... 86 089 ...... HP -GAGA 3 ._ 12:25 AM 0.25 12:50 AM __GAGA. 2150 -_.. 3 _ 6450 3 12 :20 AM 0:10 12:30 AM 860 0 D . _GAGA GAGA.. P8 -03 Median 5 47' N. of S Med. End 15.78 SPRAY 27 029 WS /PS/HP 4 12:50 AM 0:20 1:10 AM 540 3 1620 4 12:30 AM OAS 12:45 AM 405 0 0 Pe-04 Median 5 _......_....... 82' N. of S. Med. FM .. .._....._... 16.13 _GAGA._.. PLUSH ...,.... 10 N/A GAGA.. N/A GAGA.. 1 GAGA. ..- 1:10 A 0:10 1:20 AM _......... 100 .......... 3 GAGA. ....... 300 ... 1 12:45 AM 0:15 1:00 AM 150 2 300 ._....... ...... ... ........... GAGA GAGA P9 -05 GAGA... Median 6 .,..... 1776' N. of S. Med. End ,... ,.,GAGA. GAGA 2212 GAGA,.. SPRAY SPRAY 50 .. 11 WS 4 120 A GAGA. -.,._. 0:20 GAGA... 1:40 AM - GAGA... 1000 3 .,... 3000 4 1:00 AM 0:25 1:25 AM 1250 1 1250 P9 -06 _. -. Median 6 1776' N. of S. Med. End 22+92 _GAGA. SPRAY 50 1.1 OG GAGA... 5 _... GAGA 1:40 A GAGA. 0:18 1:58 AM ......_....... 900 .._GAGA. 3 GAGA... 2700 _... 5 3:25 AM OAS 1:40 AM 750 1 750 P30 -07 Median 6 1776'N. of S. Med. End 2212 BUBBLER 67 N/A TP 2 1:58 AN 0:Z5 2:23 AM 1675 3 5025 2 1:40 AM 0:15 1:55 AM 1005 1 1005 P9 -08 ...._.... Median 6 __.. 1776' N. of S Med. End _GAGA. -. 2212 .......... SPRAY ........_........ 50 ........ 1.1 .......... OG ...._... .. 5 .......... 2:23 0:18 2 :41 AM ._........_.. 900 .- GAGA... 3 -_... 2700 -.. 5 1:55 AM 0:15 2:10 AM 750 0 0 _. -... -... GAGA.. GAGA P9 -09 Median 6 1776' N. of S. Med. End ,....,... .. 2212 ....... SPRAY 21 ., GAGA 0.89 GAGA ........ WS /PS .......... 4 .......... 2:41 AM .,. ...,.. 0:20 3:01 AM ,,,.,...,., 420 3 1260 4 2:10 AM 0:25 2:35 AM SZ5 0 0 P21 -10 .......... Median 8 GAGA_... lU6' W. of E Med. End GAGA -_.. 3511 ......... SPRAY 12 089 ........ WS /PS ....... 4 GAGA. GAGA 3:01 A _. 0:20 3 :21 AM __GAGA.., 240 GAGA.. 3 GAGA. 720 GAGA ...... 4 2:35 AM 0:15 2:50 AM 180 0 0 .. P31 -11 _GAGA... Median 6 .. GAGA ... .. 1146' W. of E Med. End ............. .. 3511 .. ....... SPRAY ... ........... 72 ........ 089 .......... HP ........._.... 6 ... 3:21 A .._.. ........ 0:18 3:39 AM ,........,.. 1296 GAGA.. GAGA 3 3888 6 2:50 AM 0:15 3:05 AM 1080 0 0 GAGA _GAGA.. .........._... ........ GAGA. GAGA.. ......... _ _... GAGA... P72.12 _. GAGA1 Median 8 ._. -. 3146' W. of EMed. End ............. GAGA 35 +31 ....35._. BUBBLER .......... 46 N/A _........ TP _. _.. 2 _.. 3:34 A - 0.25 4:04 AM _........ 1150 ......... 3 ....... 3450 - 2 3:05 AM 0:45 3:20 AM 690 1 690 GAGA _. .. ... Pll -L3 _..... Median 8 _. 3146' W. of E. Med.fnd _. . 3511 .......... SPRAY: ............ Z3 1.1 __.. WS _... 4 4:04 A . - -- 0:20 4:Z4 AM 460 3 - 3380 - 4 - -- 3:20 AM 0:25 3:45 AM - 575 - 1- 575 P71 -14 ..._.. Median 8 1146' W. of E Med. End . 351L ............ SPRAY _ .............. 29 1.1 OG 5 4:24 A GAGA 0:16 4:42 AM GAGA... GAGA 522 3 1566 S 3:45 AM 0:25 4:10 AM 725 1 725 P33 -15 Median 71 W of E_Med End 42+65 BUBBLER 15 N/A 1P 2 _.. 4:42A 025 S.O7.AM 375, 3 _ 1125 2_.. 4:10 AM 0:15 4:25 AM . 225 1 225 _ - GAGA P13 -36 Medan 9 71'W. of E Med. End I 42+65 SPRAY 51 089 HP 6 5:07 A 0:20 5:27 AM 1020 3 3060 6 4:25 AM 0:15 4:40 AM 765 0 n CORONADO PP.IIY. & HUA7ER BLVD. GOLDEN GATE BEAL71FM.iTION. ALS.T.U. SHEET OPERATING SCHEDULE HD LD -73