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Port of Miami Tunnell City of Miami $ 50,000,000.00 Interest period: 10/15/2009-01 /05/2011 Net Treasury Interest Rate October, 2009 November, 2009 December, 2009 January, 2010 February, 2010 March, 2010 April, 2010 May, 2010 June, 2010 July, 2010 August, 2010 September, 2010 October, 2010 November, 2010 December, 2010 January, 2011 2.8264% 3.3455% 1.9922% 1.9473% 1.7899% 2.4149% 2.0396% 2.4730% 2.9303% 2.7126% 3.5616% 2.1156% 3.2543% 2.6166% 0.9971 1.9345% Avg Daily Rate Effective Date 0.000077436 10/15/2009 0.000091658 11 /01 /2009 0.000054581 12/01/2009 0.000053351 01/01/'2010 0.000049038 02/01/2010 0.000066162 03/01/2010 0.000055879 04/01/2010 0.000067753 05/01/2010 0.000080282 06/01/2010 0.000074318 07/01/2010 0.000097578 08/01/2010 0.000057962 09/01/2010 0.000089159 10/01/2010 0.000071688 11 /01 /2010 0.000027318 12/01/2010 0.000053000 01/05/2011 Interest Accural Date Total Contribution Interest Days Interest Calculation 10/31/2009 50,000,000.00 17 65,820.27 11/30/2009 50,065,820.27 30 137,667 29 12/31/2009 50,203,487.56 31 84,944 58 11 01/31/2010 50,288,432.14 31 83,170.59 02/28/2010 50,371,602.73 28 69,163.94t 03/31/2010 50,440,766.67 31 103,454,57 04/30/2010 50,544,221.23 30 84,731.50 05/31/2010 50,628,952.73 31 106,338 83 06/30/2010 50,735,291.57 30 122,194 21 07/31/2010 50,857,485.78 30 113,388 51 08/31/2010 50,970,874.29 30 149,209 20 09/30/2010 51,120,083.49 30 88,890.12 10/31/2010 51,208,973.61 30 136,972 08 11/30/2010 51,345,945.69 30 110,42614 =' 12/31/2010 51,456,371.83 30 42,170.26 01/05/2011 51,498,542.09 5 13,647.11 Total Due 50,000,000.00 444 Principal Interest Total P & I 51,512,189.20 1,512,189.20 MASTER AGREEMENT fox• the PORT OF MIAMI TUNNEL AND ACCESS IMPROVEMENT PROJECT among Florida Department of Transportation and Miami -Dade County and The City of Miami TABLE OF CONTENTS Section Description agt 1. Recitals and Exhibits 2 2. Definitions. 2 3, Term 6 4, Project Administration 7 5. Contribution Amounts 7 7, Right of Way Contribution 16 8. Utility Relocation Issues 18 9, FEC Railroad 19 10, Operations and Maintenance (O&M) 19 11, Emergency Response 20 12. Coordination 22 13. Direction to Third Parties 22 14, Ingress/Egress 22 15. Leases and Contracts 23 16, Insurance 23 17. Post Concession Agreement 24 18. Miscellaneous 24 Composite Exhibits A through K — Easement Materials Piorida Department of Transportation Page ii Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access improvement Project MASTER AGREEMENT PORT OF MIAMI TUNNEL AND ACCESS IMPROVEMENT PROJECT This Masten Agreement (this "Agreement"), effective as of the last date signed below, is entered into by and among the State of Florida Department of Transportation, an agency of the State of Florida ("FDOT"), Miami -Dade County, a political subdivision of the State of Florida ("MDC"), and the City of Miami, a municipal corporation of the State of Florida ("City"), collectively referred to as the "Parties." WITNESSETH: WHEREAS, FDOT promotes the integration of transportation and land use planning to further public -private transportation purposes, commercial uses and economic development; and, WHEREAS, FDOT proposes to develop, design, construct, finance, operate and maintain the Port of Miami Tunnel and Access Improvement Project (the "Project") through a public - private partnership pursuant to FDOT"s enumerated powers and duties under sections 334,30 and 334.044, Florida Statutes; and, WHEREAS, the public aspect of the Project is being undertaken with financial support from MDC and the City and with assistance from the Port of Miami (the "Port," a department of MDC) and from the Miami -Dade Water and Sewer Department ("MDWSD," a department of MDC); and, WHEREAS, the primary components of the Project are the widening of the MacArthur Causeway Bridge, construction of a tunnel connection between Watson Island and Dodge Island (the "Tunnel"), and modifications to the Port of Miami roadway system; and, WHEREAS, the Project will be owned by FDOT; and, WHEREAS, FDOT issued a Request for Proposal ("RFP") to three interested proposer groups requesting that they submit a proposal for the financing, design, construction, operation and maintenance of the Project (the "Concession"), reviewed and evaluated the proposals submitted by the three proposer groups and selected a preferred proposer; and, WHEREAS, if FDOT awards the Concession to the competitively selected proposer Florida Departtnent of Transportation Page l Masten Agreement with Miami�Dade County and Clty of Miami Port of Miami Tunnel & Access Improvement Protect group (the "Concessionaire"), it will enter into an agreement with the Concessionaire (the "Concession Agreement") having a thirty-five (35) year term (which might be extended under certain circumstances pursuant to the Concession Agreement), whereby the Concessionaire will design, construct and finance the Projeot and will be responsible far operation, maintenance and repair of the O&M Segments and other facilities; and, WHEREAS, MDC and the City have reviewed the RFP documents, including the form of the Concession Agreement; and, WHEREAS, FOOT has incurred and continues to incur significant costs to develop the Project, including for engineering, technical, legal, financial, insurance and other advisory costs as well as in-house costs; and, WHEREAS, the Parties have agreed that MDC and the City will each mare certain contributions of cash and right of way to fund a portion of the cost of procurement, design, construction, operation and maintenance of the Project; and, WHEREAS, this Agreement is intended to provide the framework for the Parties to accomplish their respective objectives and to define their respective obligations to facilitate the -financing, construction, operation and maintenance of the Project; NOW THEREFORE, in consideration of the mutual covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: 1. Recitals and Exhibits, The foregoing Recitals and the attached. Exhibits are incorporated herein and made a part of this Agreement, 2. Definitions. The capitalized terins listed below have the following meanings: "Additional Insured Coverage" has the meaning set forth in Section 16. "Additional Insured Status/Existing Contracts" has the meaning set forth in Section 16. Florida Department of Transportation Page 2 Master Agreement with Miami -Dade County and City ofMiami Port of Miami Tunnel & Aocess Improvement Projeot "Agreement" has the meaning set forth in the first paragraph. "Annual Rate" means the state fiscal year net average annual rate of interest paid on iiincls in the Florida Treasury Account administered by the Florida Department of Financial Services, or its successor. The average shall be calculated using rates between the date payment is due and the date payment is made, with interest compounded annually at June 30. 'Availability Payments" has the meaning set forth in Appendix 1 to the Concession Agreement, "Base Costs" means Construction Costs plus Soft Costs, "Capital Costs" means the sum of the Construction Costs, Soft Costs and Extra Costs, including costs of ter nination as described in Section 6.a., as verified by an audit conducted after Substantial Completion in accordance with the Concession Agreement. "City" has the meaning set forth in the first paragraph. "City Annual MAP Contribution" has the; meaning set forth in Section 6.c.(2). "Concept of Operations Report" has the meaning set forth in Appendix 1 to the Concession Agreement. "Concession Agreement" has the meaning set forth in Recitals. "Concessionaire" has the meaning set forth in Recitals, "Constit.etion Costs" means projected construction and design costs for the Project, which as of the effective date hereof are estimated to be, but which may exceed, Six Hundred Nine Million Eight Hundred Eighty -Eight Thousand Eight Hundred Eighty -Eight Dollars ($609,888,888), "Delay Costs" has the meaning set forth in Appendix 1 to the Concession Agreement, "Direct Costs" means :MOT engineering, financial advisory, legal, insurance advisory, construction, engineering and inspection costs incurred after execution of the Concession Florida Department of Transportation Page 3 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access improvernentProject Agreement and prior to Substantial Completion, plus Port engineering costs incurred in connection with review of design submittals related to the work on Dodge Island only. As of the effective date hereof, Direct Costs are estimated to be, but may exceed, Fifty Million Dollars ($50,000,000), "Existing Coverage" has the meaning set forth in Section 16. "Extra Costs" means oasts payable by FDOT pursuant to the Concession Agreement in addition to Construction Costs and Soft Costs, including, but not limited to, Extra Work Costs, Delay Costs, saving up costs under Section 7, payments of Availability Payments prior to achievement of Substantial Completion due to Relief Events, and the amount of Availability Payments due as a result of achievement of Substantial Completion before the substantial completion date included in the Project schedule made part of the Concession Agreement, less net actual recoveries from insurance, letters of credit, other performance guarantees and settlements. "Extra Work Costs" has the :meaning set forth in Appendix 1 to the Concession Agreement. "FDOT" has the meaning set forth in the first paragraph. "FDOT Project Change" means, for purposes of this Agreement only, a change to the Project solely, voluntarily and unilaterally ineurred by FDOT of its singular discretion which direotly causes Extra Costs to be incurred. Without limiting the foregoing, for purposes of this Agreement only, FDOT Project Changes do not include any other changes to the Project, including without limitation changes arising from or relating to (I) the occurrence of Relief Events, (ii) any acts, omissions, delays or requests of MDC or the City, (iii) any breach or non- performance by the Concessionaire of the Concession Agreement or by MDC or the City of this Agreement, (iv) a change related to making the Project more functional, or (v) are MDC Project Change, "FEC" has the meaning set forth in Section 9. "Final Acceptance" means the final completion of the Project, as more fully defined in Florida Department of Transportation Page 4 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access improvement Project Appendix 1 to the Concession Agreement. "General Contingency" means the contingent obligation created hereunder, and funded if • required as set forth in Section 6.b,(5), to be used as a source of payments for Extra Costs, "Geotechnical Contingency Reserve" means the contingency reserve account (as more fully defined in Appendix 1 to the Concession Agreement) to be created and funded hereunder to hind potential Extra Costs and, in the event of MDC's non-perforinance of its obligations under this Agreement, to reimburse FDOT for MDC's share of any Direct Costs or costs related to early termination of the Concession Agreement. "MDC" has the meaning set forth in the first paragraph. "MDC Project Change" means, for purposes of this Agreement only, a change to the Project solely, voluntarily and unilaterally incurred by MDC of its singular discretion which directly causes Extra Costs to be incurred on the Project, This definition of "MDC Project Change" shall be subject to and, to the extent of any conflict, shall be governed by the provisions of Section 5,b, hereof, Without limiting the foregoing, for purposes of this Agreement only, MDC. Project Changes do not include any other changes to the Project, including without limitation changes arising from or relating to (i) the occurrence of Relief Events, (ii) any acts, OMISSi011S, delays or requests of FDOT or the City, (iii) any breach or nonperformance by the Concessionaire of the Concession Agreement or by FDOT or the City of this Agreement, or (iv) an FDOT Project Change, "MDWSD" has the meaning set forth in Recitals, "NTP I" means the notice of proceed from FDOT to the Concessionaire for the commencement of certain work, as more fully defined in Appendix 1 to the Concession Agreement. "O&M Segments" means those portions of the Project which will be operated and maintained by the Concessionaire after Substantial Completion, as more fully defined in Appendix 1 to the Concession Agreement. "ORT Faeilities" means open road toll facilities that MDC might develop, design, permit, Florida Department of Transportation Page 5 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Moss linprovoment Project finance, construct, install, operation, maintain, repair and remove, as more fully described in Section 5.c. "Parties" has the meaning set forth in the first paragraph. "Port" has the meaning set forth in Recitals. "Project" has the meaning set forth in Recitals. "Project Schedule" means the schedule for design and construction of the Project, as more ft:Tlly defined in Appendix 1 to the Concession Agreement. "Project Permanent and Temporary Right of Way" has the meaning set forth in Section 7. "Relief Events" moans those events, occurrences and circumstances which potentially entitle Concessionaire to schedule and/or cost relief under the Concession Agreement, as more folly defined in Appendix 1 to the Concession Agreement, "Resolve Account" has the meaning set forth in Section 6,c,(2)(b). "RFP" has the meaning set forth in Recitals, "Soft Costs" means insurance and certain soft costs incurred by Concessionaire in connection with construction of the Project, which as of the effective date hereof are estimated to be, but which may exceed, Fifty -Four Million Eight Hundred Thirty -Six Thousand Five hundred Eighty -Two Dollars ($54,836,582), "Substantial Completion" moans construction of the Project is substantially complete, as more fully defined in Appendix '1 to the Concession Agreement, "Tunnel" has the meaning set forth in Recitals, 3. Term. The term of this Agreement will commence on the date of its execution and will terminate on the date both of the following conditions are satisfied: (1) the construction phase of the Concession is completed and the maintenance and operations phase has begun, as defined in the Concession Agreement, and (2) the parties have paid and performed their respective.obligations under this Agreement. Florida Depattment of vamportntion Page 6 Master Agreement with Miatni”Dodo County and City of Miami Port of Miami Tunnel & Access Improvement Project 4. Project Administration, a. FDOT, with the financial support of MDC and the City, has undertaken to develop the Project, FDOT, with the involvement of MDC in the evaluation of proposals, has completed a competitive procurement process to select and contract with a Concessionaire to finance, design, construct, operate, maintain, and repair the Project pursuant to the Concession Agreement to be executed by and between FDOT and the Concessionaire. FDOT shall at all times administer, manage, and oversee the Project, the Concessionaire and its Contractors (of all tiers), in accordance with the terms and conditions of the Concession Agreement consistent with FDOT policy, practice and procedure, and in accordance with the applicable Laws of Florida. It is understood by the Parties that MDC and the City have no ownership interest in the Project and that the Project shall be owned by FDOT. b. FDOT shall assure that, prior• to commencing work on the Project, the Concessionaire obtains the performance and payment security required under the Concession Agreement, The Parties agree that in the event that a Court with jurisdiction over FDOT enters a final, non -appealable judgment requiring that different or additional performance and payment security be provided by the Concessionaire than the security required under the Concession Agreement, any additional costs, expenses and fees arising out of or relating to the procurement of such different or additional security shall be borne on a pro-rata basis by FOOT, MDC and the City. 5, Contribution Amounts. Total estimated funding obligations of FDOT, MDC, and the City, collectively, are currently estimated to be Nine Hundred -Fifteen Million Dollars ($915,000,000), which is composed of Construction Costs of Six Hundred Nine Million Eight Hundred Eighty -Eight Thousand Eight Hundred Eighty -Eight Dollars ($609,888,888), Soft Costs of Fifty -Four Million Eight Hundred Thirty -Six Thousand Five Hundred Eighty -Two Dollars ($54,836,582), Direct Costs estimated to be Fifty Million Dollars ($,50,000,000), the Oeotechnical Contingency Reserve of One Flundred Fifty Million Dollars ($150,000,000), and the General Contingency of Fifty Million Two Hundred Seventy -Four Thousand Five Flundred Thirty Dollars ($50,274,530), a,Parties' Contributions. In accordance with the terms of this Agreement, MDC and the City agree to contribute money and rights of way to the Project as provided in this Florida Department of Transportation Master Agreement with Miami•Dade County and City of Miami Page 7 Port of Miami Tunnel 84 Access improvement Project Agreement, and in the manner described in Section 6, Subject to the limits described in this Section 5, MDC and the City shall collectively contribute fifty percent (50%) of Direct Costs plus fifty percent (50%) of the Capital Costs, except for Extra Costs arising solely and exclusively from an FDOT Project Change, In addition, MDC shall contribute fifty percent (50%) of the Geotechnical Contingency Reserve and also fifty percent (50%) of the General Contingency. Except as provided herein for MDC Project Changes, and except as provided in the penultimate sentence of this Section 5.a,, the funding obligation of MDC and the City is collectively limited to Four Hundred Fifty.Seven Million Five Hundred Thousand Dollars ($457,500,000). MDC agrees to contribute 50% towards the payment of anticipated Construction Costs ($609,888,888), Soft Costs ($54,836,582) and Direct Costs (estimate of $50,000,000) and the City agrees to provide Fifty -Five Million ($55,000,000) (15.39 %), inclusive of )give Million ($5,000,000) of Right of Way, towards such payment. MDC agrees to 50% of the Geotechnical Contingency Reserve ($150,000,000) and the General Reserve ($50,274,530) with no contribution from the City. MDC and the City recognize and agree that the FDOT total allocation shall be limited to Four Hundred Fifty -Seven Million Five Hundred Thousand Dollars ($457,500,000) for Capital Costs, Direct Costs, the Geotechnical Contingency Reserve, and the General Contingency, The Parties recognize that future year amounts will be included in the FDOT work plan as required by law under section 334,30 of the Florida Statutes, subject to annual legislative appropriation as required by law. Furthermore, MDC and the City acknowledge that the cost will be shared between FDOT and MDC/City on a prorated share of 50/50 for the Capital Costs and Direct Costs up to these total amounts, The Parties hereby acknowledge and agree that the amounts set forth in this Section 5.a. are expressed as present value costs in 2007. To the extent payments of Capital Costs or Direct Costs contributions are made in fixture years and not 2007, the Parties agree that their future obligations shall be adjusted by applying the Annual Rate to any amounts paid after 2007. The Annual Rate shall not apply to payments for the Geotechnical Contingency Reserve or the General Contingency. b. Project Changes. MDC and FDOT recognize and agree that the operation of the Port may change during the term of this Agreement and that such changes and other factors may make it desirable for MDC to propose modifications to the Project. If MDC requests a MDC Project Change, FDOT and MDC agree to confer to detemnine the feasibility of such changes, increased costs, schedule and other impacts on the design, construction, operation and Florida Department of Transportation Pogo 8 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Aooess Improvement Project maintenance of the Project, Any such changes shall be consistent with and not affect or interfere with FDOT's rights and obligations under the Concession Agreement or performance by Concessionaire of its obligations under the Concession Agreement. MDC shall be responsible for funding the entire cost of accomplishing such MDC Project Changes and any additional operation and maintenance costs resulting therefrom, including amounts directly incurred by FDOT and amounts payable by FDOT under the Concession Agreement, The cost of MDC Project Changes and FDOT Project Changes are not part of the funding obligations created under Section 5.a. of this Agreement; such costs shall be borne by MDC for MDC Project Changes and by .FDOT for FDOT Project Changes, over and above their individual funding obligations under Section. 5,a. Under no circumstances shall the City be responsible for the cost of any MDC Project Changes or FDOT Project Changes. c. ORT Facilities. FDOT has been informed by MDC that MDC may in the future desire to construct, operate and maintain open road tolling facilities for the use of the Tunnel and Port Bridge (the "ORT Facilities") and charge, collect, and retain such tolls. If MDC desires to proceed with the development of the ORT Facilities, MDC must notify FDOT of such MDC Project Change in writing within three (3) years of the execution of this Agreement. Upon receipt of such notice, FDOT shall provide reasonable assistance to MDC in facilitating MDC's efforts to construct, operate and maintain open -road tolling facilities and to charge, collect, and retain such tolls, Any development, funding, .design, permitting, construction, operation and maintenance of ORT Facilities by MDC shall be consistent with and not affect or interfere with FDOT s nights and obligations under the Concession Agreement or performance by Concessionaire of its obligations under the Concession Agreement, MDC shall be responsible for all costs and expenses for the funding, design, permitting, federal approval, construction, financing, operation, maintenance, repair replacement and ultimate removal of the ORT Facilities, and none of such costs .and expenses shall constitute or be deemed to be a Project cost, d. Consequences of Delay to Procurement Timeline. The Parties recognize that there may be increased costs, including increases in the Concessionaire's prices, resulting from delays by MDC or the City in discharging their obligations necessary to meet the procurernent timeframe established in the RFP. FDOT reserves the right not to enter into the Concession Agreement if FDOT determines that doing so is no longer feasible as a result of such increased costs. Florida Department of Transportation Page 9 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project 6. Local Contribution Schedule, MDC agrees to contribute an amount not to exceed Four Hundred Two Million Five Hundred Thousand Dollars ($402,500,000), and payable in accordance with Section 6,b below, The City agrees to contribute Fifty -Five Million Dollars ($55,000,000), payable in accordance with Section 6,0 below, MDC and the City covenant and agree to budget and appropriate in their respective annual budgets, by arrrendment, if necessary, from non -ad valorem revenues, amounts sufficient to pay its respective cash contribution and all other araaorints payable hereunder. Such covenant to budget and appropriate does not create any lien upon or pledge of such nonwad valorem revenues, nor does it preclude MDC or the City from pledging in the future its non -ad valorem revenues, nor does it require MDC to levy and collect any particular non -ad valorem revenues, nor does it give FOOT a prior claim on the nomad valorem revenues as opposed to claims of general creditors of MDC or the,City as applicable. a. Contribution Commitment. The cash contributions by MDC and the City are irrevocable, unconditional and not subject to refund or repayment except under the following circumstances: (1) If FDOT in its sole discretion terminates the Project prior to the issuance of NTP 1, the portion of MDC's cash contribution remaining, if any, after FDOT has been reimbursed fifty percent (50%) of both the Direct Costs and the termination payment due the Concessionaire under the Concession Agreement (less the City's pro-rata share of Direct Costs and the termination payment), will be refunded or repaid to MDC, and the City shall remit to FDOT the City's share of both the Direct Costs and the termination payment due at the time of termination to the Concessionaire under the Concession Agreement in accordance with Section 6,0.(4) below. (2) In acknowledgement and due respect for the financial contributions and anticipated funding sources to be utilized by MDC and the City in their respective funding contributions to the Project, FDOT agrees to provide advance notice to MDC and the City if FDOT determines to terminate the Project at any time prior to the date of Substantial Completion. In the event the Project is terminated prior to Substantial Completion, MDC and the City shall he entitled to any remaining portion of the cash contributions by MDC and the City that are not applied to payment of Direct Costs or fully disbursed or payable by FDOT according to the terms of the Concession .Agreernent, plus MDC's and the City's pro rata portion of Florida Department of Transportation Page 10 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project proceeds of insurance actually received by FDOT iri the event of a covered loss that causes cancellation of the Project or any other proceeds collected by FDOT from the Concessionaire or those providing security to the Concessionaire, under any termination scenario in the Concession Agreement. The Parties acknowledge and agree that (i) under the Concession Agreement, in the case of termination prior to Substantial Completion, FDOT will be required under the Concession Agreement to make certain termination payments to the Concessionaire for the value of the works and, depending on the particular circumstances or termination scenario, pay other qualified costs incurred by the Concessionaire, and (ii) that any such payments are Capital Costs hereunder. (3) In the event that all of the Geotechnical Contingency Reserve is not 'expended, fifty percent (50%) of the unexpended remainder will be refunded to MDC; provided, however, that such unexpended funds from the Geotechnical Contingency Reserve may also be used to pay and reimburse FDOT; (i) the Extra Costs for Relief Events which occur prior to Substantial Completion, except Extra Costs arising solely and exclusively from FDOT Project Changes and MDC Project Changes; (ii) any additional Availability Payments clue as a result of achievement of Substantial Completion before the substantial completion date included in the Project schedule made part of the Concession Agreement; (iii) Availability Payments and additional Direct Costs due to Relief Events other than those Relief Event costs paid from the Geotechnical Contingency Reserve; and (iv) in the event of MDC's non-performance of its obligations under this Agreement, to reimburse FDOT for MDC's share of any Direct Costs or costs related to early termination of the Concession Agreement. No MDC funds or City funds will be applied to FDOT Project Changes and no FDOT funds or City funds will be applied to MDC Project Changes. b. MDC Contribution. MDC shall make the following payments to cover its funding obligation of Four Hundred Two Million Five Hundred Thousand Dollars ($402,500,000), (1) MDC shall donate right of way valued at Forty -Five Million Dollars ($45,000,000), which sum shall not be subject to the Annual Rate. (2) MDC shall contribute Seventy -Five Million Dollars ($75,000,000), which sum shall not be subject to the Annual Rate, toward the Geotechnical Contingency Florida Department of Transportation Page 11 Master Agreement with Miami -Dade Coanty and City of Miami Port of Miami Tunnel & Access improvement Project Reserve in the form of an irrevocable letter of credit (the form and issuer of which is acceptable to FOOT in its solo discretion and fully compliant with the requirements of chapter 14-116, F.A.C.) delivered to FDOT at the address designated by FDOT on or before the effective date of the Concession Agreement. FDOT will provide notice to MDC of any draws on the Geotechnical Contingency Reserve, (3) MDC shall contribute One Hundred Million Dollars ($100,000,000) in cash within one hundred twenty (120) days of the effective date of the Concession Agreement,. plus interest accrued thereon at the Annual Rate from the effective date of the Concession Agreement until paid. Of this arnount, Twenty -Five Million Dollars ($25,000,000) shall be applied to Direct Costs (note this is an estimated amount and this may be adjusted up or down based on the final amount when known) and the balance shall be applied to Capital Costs. (4) MDC shall contribute One Hundred Fifty -Seven Million Three Hundred Sixty -Two Thousand Seven Hundred Thirty -Five Dollar ($157,362,735), plus interest accrued thereon at the Annual Rate from the effective date of the Concession Agreement until paid, which amount shall be paid in a single lump sure payment and without further invoice, notice or demand therefore, on or before ten (10) days prior to the date of Substantial Completion. (5) Contingent upon the condition described in this paragraph, MDC shall make a contribution of up to, but no more than, Twenty -Five Million One Hundred Thirty -Seven Thousand Two Hundred Sixty -Five Dollars ($25,137,265) toward Extra Costs, except for Extra Costs arising solely and exclusively from an FDOT Project Change, which sum shall not be subjeot to the Annual Rate, FDOT will provide written notice to MDC if the Project incurs Extra Costs subject to payment from the General Contingency, and will provide notice to MDC of any draws on the General Contingency, In the case of any such draw, FDOT and MDC will share equally (50% each) in payment of such additional costs, up to the linnit of Twenty -Five Million One Hundred Thirty -Seven Thousand Two Hundred Sixty -Five Dollars ($25,137,265) each, MDC's contribution to the General Contingency will not cause the sum of MDC' s and the City's contributions to exceed the collective cap of Four i-Iundred Fifty -Seven Million Five Hundred Dollars ($457,500,000) as established in Seotion 5 of this Agreement. Any such ;Florida Department of Transportation Page 12 Master Agreement with Miarni-Dada County and City of Miami Port of Mani Tunnel & Access Improvement Project additional payment shall be made within forTty.five (45) days of written request by FDOT to MDC, (6) MDC will be fully responsible for Extra Costs due to MDC Project Changes, or an act, omission or delay of MDC. Such payments shall be over and above their funding obligations of Four Hundred Two Million Five Hundred Thousand Dollars ($402,500,000). e. City Contribution. The City shall make the following payments to cover its funding obligation of Fifty -Five Million Dollars ($55,000,000), (1) The City shall donate right of way valued at Five Million Dollars ($5,000,000), which sum shall not be subject to the Annual Rate, (2) The City shall contribute cash in the principal amount of Fifty Million Dollars ($50,000,000), plus interest accrued thereon at the Annual Rate from the effective date of the Concession Agreement until paid. The City shall have the option, in its sole discretion, to make its cash contribution in annual installments during the original term of the Concession Agreement (the "City Annual MAP Contribution") or in a lump sum, The amount of the City Annual MAP Contribution or the Lump Sum shall be calculated as follows: (a) Lump Sum, The lump suin payment shall be in the principal amount of Fitly Million Dollars ($50,000,000), plus intorest accrued thereon at the Annual Rate frotn the effective date of the Concession Agreement through the date of the lump sum payment, The lump sum payment shall be made not later than five (5) business days alter the date of Substantial Completion, provided the City has elected this option and provided written notice to FDOT of this election, as provided in Section 6,e,(3) below, Hate City fails to make payment of the lurup sum payment in full on or before the due date, interest shall accrue on all amounts due and owing to FOOT by the City at the Annual Rate until paid (b) Annual Payments. The City's Annual MAP Contribution shall be calculatedas follows: 1, A notional deposit of Fifty Million Dollars ($50,000,000) would be placed in a reserve account (the "Reserve Account") on the effective date of the Concession Agreement that will earn interest at the Annual Rate. Florida Department of Transportation Page 13 Master Agreement with Miami -Dade County and City of Miami Part of Miami Tunnel & Access Improvement Project 2. Sixty (60) days prior to the anticipated date of Substantial Completion, FDOT will notify the City of such pending event and provide Et calculation of the annual amount payable from the monies on deposit in the Reserve Account ("City Annual MAP Contribution") within ten (10) days of the anticipated date of Substantial Completion, 3. The aotual amount of the City Annual MAP Contribution shall be the amount calculated by FDOT pursuant to Section 6.e.(2)(b)4. below, and shall be due and payable on July 1 of each and every year during the original term of the Concession Agreement, with the exception of tho first payment, which shall be pro -rated on the basis of the number of days from the date of Substantial Completion until July 1, and the last payment, which shall be equal to the balance in the Reserve Account as of July 1 immediately prior to the expiration of the original term of the Concession Agreement, 4, FDO'T' will calculate the City Annual MAP Contribution as that constant amount which could be withdrawn from the Reserve Account each and every year during the original term of the Concession Agreement after Substantial Completion such that the balance in the Reserve Account on the expiration of the original term of the Concession Agreement, taking into account estimated future interest earnings on the amount deposited therein by the City, would be zero. At the City's option, upon electing to make the City Annual MAP Contribution, after receiving notioe of the first payment date as set forth in Section 6,c,(2)(b)2. immediately above, FDOT also may calculate the amount that could be withdrawn from the Reserve Account each and every year during the original term of the Concession Agreement, beginning on the date of Substantial Completion, were the withdrawal amount to be adjusted annually to the fixed rate paid by FDOT according to the terms of its inflation hedge of Availability Payments to the Concessionaire, such that the balance in the Reserve Account on the expiration of the original term of the Concession Agreement, taking into account future interest earnings, will be zero, 5. No later than May 1 of each year, FDOT shall notify the City of the City Annual MAP Contribution as recalculated to reflect aotual interest earnings as of such date and estimated future interest earnings. The amount of the final City Annual MAP Contribution payable at the expiration of the original term of the Concession Agreement shall be equal to the balanoe in the Reserve Account, Florida Department of Transportation Page 14 Master Agreement with Miatni-Dade County and City of Mlatni Port of Miatni Tunnel & Access Improvement Project (c) Letter of Credit. To further secure either its payment obligations hereunder, the City agrees to provide to FOOT an irrevocable letter of credit from a bank or a financial institution with a rating from. either Moody's Investors Service or Standard & Poor's in the second highest rating category by such agency (without regard to gradation) in amount of Fifty Million Dollars ($50,000,000) in form and substance satisfaotory to FOOT and fully coropllant with the requirements of chapter 14-116, F,A,C. The letter of credit shall remain in effeot as long as the City has obligations hereunder; provided, however that the amount may be reduced annually to reflect the City's outstanding obligations, FOOT must be named as the beneficiary of such letter of credit and FDOT shall be entitled to draw on such letter of credit in the event the City fails to make its contribution hereunder, Such letter of credit must be delivered to FOOT at the address designated by FOOT on or before the effective date of the Concession Agreement. (3) If the City elects to pay the City Contribution in a Lump Sum; it must give written notice to FDOT of this election at least sixty (60) days prior to the payment date, but in no event later than thirty (30) days after receipt by it of FDO`I''s notice of the first payment date as set forth in Section 6,c,(2)(b)2, above, Failure to elect the Lump Sum payment option, will be deemed acceptance of the City Annual MAP Contribution option (4) In the event the Project is terminated by FOOT prior to the date of Substantial Completion, the City shall pay to FOOT the City's prorata share (15,39%) of fifty percent (50%) of the total Direct Costs and Capital Costs so paid or incurred by FOOT up to the date of termination, subject to the limits specified in Section 5 of this Agreement. d. Application of Local Funds. The cash contributions of MDC and the City and interest accrued thereon shall be applied to Capital Costs and Direct Costs. Nothing herein shall prevent or restrict FOOT from using • such funds as collateral or for payments to the Concessionaire upon the achievement of Project milestones as set forth in the Concession Agreement. e. Credit of Third -Party Recoveries, Any money received by FOOT for the benefit of the Project from a source of security not proferred by MDC or the City, such as insurance proceeds or money from a letter of credit or bond posted by the Concessionaire, shall Florida Department of Transportation Page 15 Master Agreement with Miami -Dade County and City of Miami port of Miami "Cannel & Access Improvement Projeot be credited to the Parties according to their actual pro rata oontributiols, but shall not be deemed to alter the Parties' contribution obligations or limits as specified in Section 5 of this Agreement. f. Wire Transfer of Cash Payments. All cash payments to FDOT under this Section shall be made by wire transfer using the following information: Bank of America Account # 00t009068974 ABA # 026009593 Chief Finanoial Officer of Florida Re: DOT » Type IC. 11-79 The reference line shall contain "DOT - Type K 1'1-79" 7. Right of Way Contribution. MDC and the City each agrees to grant, convey, assign and transfer to FDOT by temporary construction easements and perpetual easements, substantially in the forms attached to this Agreement, the permanent and temporary right of way required for construction and operation of the Project ("Project Permanent and Temporary Right of Nay") on or before the effective date of the Concession Agreement. The Parties shall grant, convey, assign and transfer to FDOT such additional temporary construction easements and perpetual easements or modify the descriptions of existing easements as FDOT determines is necessary to accommodate construction of the Project in accordance with approved final design plaits and drawings, and execute and deliver such additional instruments as FDOT determines is necessary to evidence and record the granting and conveyance of such easements and interests. MDC and the City eaoh acknowledges that FDOT will grant Concessionaire a right of entry under tho Concession Agreement, and any delay in transfer of such interests will cause FDOT to incur additional costs and liabilities to the Concessionaire under the Concession Agreement, and agrees to indemnify and hold harmless FDOT against any such costs anti liabilities. In the event that this Agreement terminates in accordance with Section 3, then the Project Permanent and Temporary Right of Way granted, conveyed, assigned and transferred by MDC and the City by temporary construction easements and perpetual easements shall revert to MDC and the City, as applicable, and the parties shall execute and deliver: necessary and appropriate instruments and other documents required therefor as provided in Section 18,j, In the event of such termination, FDOT agrees to perform suoh safe up measures as it deems appropriate in its sole engineering judgment. MDC and the City acknowledge and agree that under no circumstances will FOOT Florida Department of Transportation Page 16 Master Agreement with Miatni,tDado County and City of Miami Port of Miami Tunnel & Access Improvement Project have any obligation, responsibility or liability to restore the lands subject to the easements to their condition at the time of the original grants to FDOT pursuant to this Agreement. The Parties' rights and obligations under this Section 7 shall survive the granting and recording of the easements required by this Section, The Parties shall cause this Agreement or a memorandum thereof to be recorded in the public record, intending that it provide notice of the Parties' respective rights and obligations in connection with the real property that is the subject of the easements. a. Conveyances, improvements resulting from the Project are anticipated to impact property owned by MDC, portions of which are leased to various third parties. MDC shall convey these properties to FDOT free of encumbrances and environmental liabilities, b. Construction :Easements and Perpetual Easements. (1) MDC Temporary Construction Easements. MDC grants to FDOT temporary construction easements for the duration of staging for construction, construction, and related construction activities for the Project, as follows: Exhibit A, Exhibit B. Exhibit C. (a)" Parcel 703, as depicted and described on attached composite (b) Parcel 704, as depicted and described on attached composite (c) Parcel 705, as depicted and described on attached composite (2) MDC Perpetual Easements, MDC grants to FDOT, in perpetuity and forever binding upon the Parties hereto and their respective personal representatives, administrators, successors and assigns, perpetual easements as follows: (a) Parcel 802, as indicated and described on attached composite Exhibit D. (b) Parcel 803, as indicated and described on attached composite Exhibit E. Florida Department of Transportation Page 17 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel,& Access Improvement Project Exhibit F, Exhibit G Exhibit I. (c) Parcel 804, as indicated and described on attached composite (d) Parcel 805, as indicated and described on attached composite (e) Parcel 806, as indicated and described on attached composite (3) City Temporary Construction Easements, The City grants to PDOT temporary construction easements for the duration, of staging for construction, construction, and related construction activities for the Project, as follows, (a) Parcel 701, as indicated and described on attached composite Exhibit J, (4) City Perpetual Easements. The City grants to MOT, in perpetuity and forever binding upon the Parties hereto and their respective personal representatives, administrators, successors and assigns, perpetual easements as follows: (a) Parcel 800, as indicated and described on attached composite Exhibit J. (b) Parcel 801, as indicated and described on attached composite Exhibit K., (5) night of Entry. In addition to the above temporary construction easements, MDC shall provide Concessionaire and its Contractors with reasonable access to MDC owned property appurtenant and adjacent to the Project as needed from tiine-to-tirne for performance of the Work contemplated by the Concession Agreement. 8. Utility Relocation Issues, a, MDC-Owned Utilities, The Concessionaire, pursuant to the terms of tha Concession Agreement, will relocate all MDC-owned utilities (fiber optic, water main, water laterals, sewer lines, and sewer laterals) impacted by the Project, Upon relocation and acceptance of the relocation of the MDC-owned utilities by MDC, such utilities will be operated and maintained by MDC. The location and installation of new or replacement MDC-owned Florida Dopartment of Transportation Page 18 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access improvement Project utilities and the operation and repair of MDC-owned utilities shall not interfere with the construction, operation or maintenance of the Project. b. Privately Owned Utilities, The Parties understand that Florida Power & Light and Bollsouth, with respective reservations of rights to seek compensation, will relocate their utility lines impacted by theProjeot.prior to construction. 9. FEC Railroad. The existing Florida East Coast Railroad ("FEC") railroad spurs within the Project limits will be relocated by the Concessionaire at its costs, in accordance with the plans set forth in the RFP specifications in kind to serve the Port, The Port shall execute agreements and documents necessary with Concessionaire relating to such relocation work. .Such relocation will be coordinated with FEC and the Port to accommodate existing railroad and port operations and existing railroad usage patterns. In the event that FEC or the Port requires betterment to the existing level of service, the costs of said betterments will be borne by FEC or the Port. In no case will FDOT or the Concessionaire bear any of costs relating to such betterments, 10. Operations and N.Maint©nance (O&M), a. The Concessionaire's Roadway & Facilities O&M limits are defined as from the beginning of U-wall section on Watson Island to the end of the II -wall section on Dodge Island, including bored tunnel, cut -and -cover tunnel and l.a-wall structures. These areas include maintenance of all items within the boundaries that are furnished and installed by the Concessionaire. b, The Roadway and Ancillary Facilities O&M limits also include the following: (1) Watson Island Substation Facility; (2) Dodge Island Operations Support Facility; (3) Dodge Island Maintenance/Garage Facility; (4) All portal flood gate structures, cross passageways/egress stair facilities, tunnel low point pump stations, all storm water pump stations, all parking areas and driveways to these facilities; Florida Department of Transportation Page 19 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project (5) TSCS equipment installed by the Concessionaire that is located within one mile of the Project Limits; and (6) O&M of the interconnecting conduits, raceways, pipe, utilities, cable, manholes, pull boxes, and other components installed by the Concessionaire that connect to remote facilities that the Concessionaire is required to maintain. Examples include: Piping, conduits etc, from the Operations Support Facility to remote pump stations; conduit, cable, wiring, raceways, etc, from the Operations Support Facility to TSCS equipment located outside of the Roadway and Ancillary Facilities O&M Limits. c, Landscape Maintenance Limits, The landscape maintenance areas are defined by the following: (1) Watson Island (a) Area bounded, on the south side by the southern Frontage Road and on the north side by the northern frontage road, including the Watson Island Substation Facility, all as defined in the Concession Agreement; and (b) Any other landscaped area or islands that are created within the parking lots and driveways of the areas described. (2) Dodge Island: Landscaping adjacent and appurtenant to: (a) Portal/Flood Gate structure; (b) The Dodge Island Maintenance Facility/Garage; (c) The Dodge Island Operations Support Facility; (d) The Egress Stair headhouses; and (e) Any other landscaped area or islands that are created within the parking lots and driveways of the areas described, 11. Emergency Response. a. The limits of incident response include the areas listed above as Concessionaire O&M and areas listed above as MDC O&M, respectively, b. Incidents are categorized in Iive levels of' response: Florida Department of Transportation Page 20 Mastor Agreement with.Mialni.,Dade County algid City of Miami Port of' Mimi Tunnel & Access Improvement Project (1) Level 1: Breakdown or minor accident (no injuries in one travel lane. Tunnel closure not required., (2) Level 2: Single vehicle accident (with injuries) and one travel lane blocked, Tunnel closure of one lane or possibly one bore. (3) Level 3: Multiple vehicle accident (with multiple injuries) and all travel lanes blocked, No major threat of explosion, fire or hazards. Tunnel closure of one bore. (4) Level 4: Multiple vehicle accident (multiple injuries/fatalities) and tunnel bore blocked, Potential threat of fire, explosion, hazardous airborne material, and water contamination. May require evacuation of motorists. Tunnel closure of both bores, (5) Level 5: Conditions same as Level 4 except that all travel lanes in one direction, plus one or more travel lanes in the opposite direction must be closed, Tunnel closure of both bores. c, Concessionaire will provide 24/7 monitoring of the incident areas described above. Concessionaire's operators will monitor the facility under a 5.rninute incident detection and response protocol. Based on operating procedures the operator shall notify the appropriate emergency response personnel, At a rninlmurn, notifications will include the following and any other entities designated by the Parties: (1) Florida Highway Patrol (2) Miami -Dade County Police Department (3) Miami -Dade County Fire Department (4) City of Miami Fire Department (5) City of Miami Police Department (6) FDOT Road Rangers (7) Concessionaire's Maintenance Staff/First Response Team d. The Concessionaire will provide a First Response Team with required special equipment. The First Response Team will take command of incidents until the arrival of taw enforcement or fire departrrient personnel; . . . .. Florida Department of Transportation. Page 21 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project e, Fire/Life Safety Emergency, An Emergency Response Plan will be developed by the Miami -Dade County Fire Department and the City of Miami Fire Department during the design stage of the Project based upon review of the construction plans developed by the Concessionaire, Due to the infinite number of possible scenarios, either or both fire departments may be called to an emergency, Emergency response procedures will be developed by the Parties in conjunction with the Concessionaire. 12. Coordination. The Parties have exchanged information and reached agreement on aspects of the Project that will require continued cooperation and coordination, and the Concession Agreement and RFP documents were prepared in reliance on understandings and arrangements between the various public and private partners in the Project, MDC and the City each agrees that it will provide all reasonable and appropriate assistance necessary to enable FDOT to perform and observe its obligations and covenants under the Concession Agreement and RFP documents, MDC and the City each agrees to use reasonable efforts to provide information, data and the services and testimony of officials and employees to assist FDOT and the Concessionaire to obtain required government approvals and authorizations. MDC and the City each agrees to art with diligence in its review, evaluation, processing or issuing of any approvals and authorizations within its jurisdiction for the Project, 13, Direction to Third Parties, The Parties agree that the construction activities performed on the construction easements are significant and an integral part of the Project. As a result, MDC and the City will each ensure that all third parties clairning any right to use any of the construction easements granted by it do not interfere with the activities of the Concessionaire and its contractors and subcontractors and comply with all reasonable demands and requests made by MOT concerning such use. 14. 1ngr•ess/Egress. FOOT, Concessionaire and their respective constructors, subcontractors, vendors and consultants will have ingress and egress to and from the construction easements at all times and will secure such areas in a safe manner, MDC and the City will each reasonably secure areas within properties currently occupied by them, which are in close proximity to the construction easements and which are accessible to the traveling public. MDC and the Port are responsible for expediting any security arrangements necessary for the Florida Department of Transportation page 22 Muster Agreoment with Miami -bade County and City of Miami Port of Miami Tunnel & Access Improvement Projeot Concessionaire and its contractors and subcontractors to gain access to the construction sites for the Project in order to deliver the Project efficiently and as contemplated in the Project Schedule, 15. Leases and Contracts. Upon the signing of this Agreement, MDC and the City each represents that it has no knowledge of any leases, contracts, or agreements that would interfere with the performance of this Agreement and consummation of the transactions constituted hereunder, or of any outstanding uncured defaults pursuant to any leases, contracts and agreements affecting MDC properties or City properties, Should MDC or the City become aware of any such defaults, it will promptly notify FDOT and undertake to promptly cure or rectify such defaults, 16. Insurance. The Parties agree that prior to the execution of any future contract, other than the Concession Agreement, with consultants, contraetors or other third parties for (a) the design, construction, staging of construction or related construction activities for the Tunnel and related road and highway improvements, or (b) the relocation of certain utilities affecting the Project, they shall cooperate in establishing the types and amounts of insurance coverage required, The Parties also agree to cooperate in approving the A.M. Nest's Financial Strength Rating (or comparable rating for insurers not rated by A.M. Best that are acceptable to FDO'T) for such insurance company and shall at a minimum show FDOT, MDC and the City, their respective employees, members, officers, agents, and successors as additional insureds under such coverage, except in the case of professional liability insurance and workers' compensation insurance ("Additional Insured Coverage"), The Additional Insured Coverage may include, but is not limited to; (a) commercial general liability insurance and property damage liability insurance; (b) automobile liability insurance; (c) FDOT, MDC and City protective liability insurance, if applicable; (d) railroad and utility owner protective liability insurance, if applicable; and (e) builder's risk insurance, if applicable. All insurance requirements for the Additional Insured Coverage shall be applicable to any consultant, subconsultant, prime contractor, independent contractor, sub -contractor, supplier, vendor or other private entity providing services, material, equipment or other work for any of the activities related to the construction of the Project, except for insurance provisions and requirements of existing contracts, For insurance coverage provided under existing FDOT contracts for any work regarding the MDC Construction Easements ("Existing Coverage"), FDOT shall obtain additional insured status for Florida Department of Transportation Page 23 Muster Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project MDC under the Existing Coverage ("Additional Insured Status/Existing Contracts"). FDOT shall inform MDC of any posts incurred in obtaining the Additional Insured Status/Existing Contracts, as well as any increased costs for providing any portion of the Additional Insured Coverage that exceeds FDOT's standard requirements in new contracts, and MDC agrees to compensate FDOT for same. Should MDC not agree to compensate FDOT for same, FDOT shall have no obligation to provide MDC with Additional Insured Status/Existing Contracts, or any portion of the Additional Insured Coverage that exceeds FDOT's standard requirement, whichever is applicable. 17, Post Concession Agreement, The Concession Agreement has a term of thirty- five (35) years, but the term may be extended or be subject to early termination under certain circumstances. FDOT will use reasonable efforts to provide MDC and the City advance notice of the early termination of the Concession Agreement. FDOT and MDC agree to confer on any changes•to the operation and maintenance of the Project that FOOT reasonably anticipates might arise out of the take-over of the, O&M of the areas identified in Section 10. of this Agreement by FOOT or the transfer of the Project to another Concessionaire. 18. Miscellaneous, a. Notices, All notices, demands or requests provided for or permitted to be given pursuant to this Agreement must be in writing and shall be delivered or sent, with copies indicated, by personal delivery, certified mail, fax or overnight delivery service to all Parties as follows (or at such other address as a party shall specify by notice given pursuant to this Section 18): To FDOT: Florida Department of Transportation 1000 N.W. 111tt' Avenue, Room 6207 Miami, Florida 33172-5800 Attention: Director of Transportation Development With a copy to each to: Florida Department of Transportation 1000 N.W. 1 l ith Avenue, Room 6207 Miami, Florida 33172.5800 Attention: District General Counsel Florida Department of Transportation Page 24 Master Agreement with Miami -Dada County and City oFMiami Port of Miami Tunnel & Access Improvement Project To the MDC: With a copy to: To the City: With a copy to; County Manager Stephen P. Clark Center 111 N.W. 1st Street, Suite 2900 Miami, Florida 33128 Office of the County Attorney Stephen P. Clark Center 111 N.W. First Street, Suite 2810 Miami, Florida 33128 City Hall 3500 Pan American Drive Miami, FL 33133 Attention: City Manager Office of the City Attorney 444 SW 2nd Avenue, Suite 945 Miami, Florida 33130 Attention: City Attorney Each notice shall be deemed given and received on the day of personal delivery or one business day after its delivery other than by personal delivery to the address for the respective party with the copies indicated, as provided in this Section 18. b. Entire Agreement, This Agreement and the docuinents that are exhibits to this Agreement containthe entire agreement between the Parties with respect to the subject matter herein, and supersede any and all other prior written or oral agreements between them with respect to such subject matter, c. Amendment. No amendment or modification of this Agreement shall be valid unless in writing and duly executed by the Parties. Through mutual agreement, the County Manager, District Secretary and City Manager are empowered to refine this Agreement through minor amendments without further review by the Board of County Commissioners and the City Commission. d, Binding Effect, This Agreement shall be binding upon the Parties and their respective representatives, successors and assigns. VIorida Department of Transportation Page 25 Master Agreement with Miami -Dade County and City of Mietni Port of Miami Tunnel & Access Improvement Project e, -Waiver. Waiver by a Party of any breach of any provisions of this Agreement shall not be considered as or constitute a contim ling waiver or a waiver of any other breach of the same or any other provision of this Agreement. f Captions. The captions contained in this Agreement are inserted only as a matter of convenience or reference and in no way define, limit, extend or describe the scope of this Agreement or the intent of any of its provisions. g, Construction. In the construction of this Agreement, whether or not so expressed, words used in the singular or in the plural, respectively, include both the plural and the singular and the masculine, feminine and neuter genders include all other genders, The Parties agree that no single Party shall be deemed the author of this Agreement, and that the Agreement shall not be construed more or less strictly against one Party than against another. h. Severability, Whenever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Agreement is held to be prohibited by or invalid under applicable law, the Parties shall, to the extent possible, negotiate a revised provision which (a) complies with applicable law, (b) does not alter any of the substantive rights, obligations or liabilities of any party under this Agreement, (c) confers upon the Parties the benefits intended to be conferred by the invalid provision, and (d) is mutually acceptable to the Parties; and the remaining provisions of this Agreement, if capable of substantial performance, shall be enforced as if this Agreement was entered into without the invalid provision, i. Absence of Third Party Beneficiaries. Nothing in this Agreement, express or implied, is intended to (a) confer upon any entity or person other than the Parties and their permitted successors and assigns any rights or remedies under or by reason of this Agreement as a third -party beneficiary or otherwvise except as specifically provided in this Agreement; or (b) authorize anyone not a party to this Agreement to maintain an action pursuant to or based upon this Agreement, j, Other Documents. The Parties shall take all such actions and execute all such documents which may be reasonably necessary to carry out the purposes of this Agreement, Florida Department of Transportation • Page 26 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Aoeess Improvement Project whether or not specifically provided for in this Agreement; provided, however, that the Parties acknowledge that certain additional actions by MDC and the City may require approval by the Board of County Commissioners and the City Commission, as applicable, and, to the extent such approval is required by law or ordinance, obtaining such approval shall be a condition to MDC's and the, City's obligations under this Section. Notwithstanding the foregoing or any provision of this Agreement to the contrary, the obligation of MDC and the City to make payments under Sections 5 and 6 of this Agreement shall be unconditional except as provided in those Sections, k. Governing Law, This Agreement and its interpretation of its terms shall be governed by the laws of the State of Florida, without application of conflicts of law principles. Venue for any judicial, administrative or other action to enforce or construe any term of this Agreement or arising from or relating to this Agreement shall lie exclusively in Miami -Dade County, Florida. 1, Counterparts, This Agreement may be executed and delivered in counterparts, each of which shall be deemed to be an original and. which, taken together, shall be deemed to be one agreement, rrn. Binding Affect on Component Departments of MDC and the City, MDC and the City each acknowledges and agrees that this Agreement shall constitute the binding and enforceable obligation of the various component departments of MDC and the City, respectively, including, but not limited to, the Port and MDWSD. n. Time of Essence, Time is of the essence with respect to the performance of each of the covenants and obligations contained in this Agreement, [Signature Page follows - Remainder of Page Intentionally Blank] Florida Department of Transportation Page 2'7 Master Agreement with Miami -Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project Attest: By: uvin, CLERK k 'ED AS TO LEGAL SUFFICIENCY: Ass ant County Attorn, Attest: Executive S ecretary APPROVED AS TO LEGAL SUFFICIENCY: ral Counsel Attest: CITY OF MIAMI By: Name/Title Naive Title APPROVED AS TO LEGAL SUFFICIENCY: MIAMI-DADE COUNTY A political subdivision of the State of Florida e) 7. George M. Burg ss . Date County Manager STATE OF FLORIDA DEPARTMENT OF TRA - • ' TATION By: John • ° Inez, P.E. Distri• eoretary By; Name/Title Florida Department of Transportation Master Agreement with Miaml.Dacle County and City of Miami Port of Miami Tunnel & Access Improvement Project D ate Date Pago 28 AriEST:' .Prikilla A. Thoinpson, CI Clerk APPROVED AS TO FORM AND CORRECTNESS: Johe 1,, Fernandez City Attorney “city9, CITY OF MIAMI, Et municipal Corpor tion 1,, ifire/ Pedrfj 01 ndez, City mana APPROVED A REQUIRE LeeAnn Bran. Risk Management Administrator RANCE CHAREXE CRBT GOVERNOR • Florida Department ..of Transportation 605 Suwannee Street STEVHANIE C. KOPELOUSOS Tallahassee, EL 32399-0450 SECRETARY DELEGATION OF AUTHORITY 1, Stephanie C. Kopelousos, Secretary of the Florida Department of Transportation, baseil on the absence of a permanently 'appointed District Secretary and chief administrative officer of the Department's District Six, hereby delegate to Kevin S. Thibault, Assistant Secretary for Engineering and Operations for the Department, the authority and, responsibility to undertake all actions necessary to the successful planning, development, financing, construction., .and implementation of the Port of Miami TUnnel Project, including, without limitation: the authority to , enter into a concession agreement for the design, construotion, financing, operation, and niaratenance of the project; the authority to enter into interagency agreements with local governmental agencies; and the authority to take any other a.dministrative action relative to the Port of Miami Tunnel Project, Stephanie Kopaousos, Secretary Florida Department of Transportation Date State of Florida County of Leon orn to and subscribed before me this I 7',.) day of Ve..2L.\r,),3c.A-‘',...,, Stephanie C, Kopolousos, who is personally known to me. NOTARY PUBLIC My COMIXASSiOn Expires: 14 GINGER FRANKS MY COMMISSION 5 DD 0644 1 EVIREs; Mareti 25, 2008 aoodootiv Notary Pubilo Urtdamllors wvvvv d at , state fl u s , 2008;by YCLCO IAFER Index of Composite Exhibits Exhibit Parcel No. Description A 703 Shed No, 2 B 704 MSCR/Seaboard C 705 Temporary Construction Easement D 802 M-D Envelope Crossing Lease Areas E 803 M-D Envelopes within Existing Roads F 804 Facilities Building Easement G 805 MD Envelope at Main Channel H 806 M-D Access Shafts 1 701 Watson — Easement A J 800 Tunnel Envelope at Watson K 801 Corn Envelope at Main Channel Florida Department of Transportation Page Ili Master Agreement with Miatni.Dade County and City of Miami Port of Miami Tunnel & Access Improvement Project - - 6 :; :3sI _ .. --•_. -`Zf2r"' _.__: - w.. REVISIONS t» DATE .><v�tsrpN JB—ERICAS Ric 7.0 flM➢O KIZ CE.V ER 9FtcE SUITE boa WAia. FL33T25 PKC305326I-,7a5 CERSI F:CtT IOR OF xuSxORtyaROk rO. 009 41+62 UGc4 DEPARTACaNT ZitA. NO. f '• PROJECT ID SR 253156-3-52 J POKY OFvrAuTl'ONNEEPROJECT 2.471E !.3 ®p S. Ref. No - Sheer No. COMPOSITE EXHIBIT A Parcel 703 Sketch and Legal 08, fE.11-06/98 Tills instrument prepared by, or under the direction of, A. Michael Schloss, Esq. District General Counsel State of Florida Department of Transportation 1000 N,W, I11't' Avenue Miami, Florida 33172 November 29, 2006 - Nl? Parcel No, t 703.1(05 29-07) Item/Segment No, :2511562 Managing District : 6 TEMPORARY EASEMENT THIS EASEMENT, made this day of , 20 , , by and between MIAMI- DADE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WITNESSBTH that for and in consideration of the sutra of One Dollar and other valuable considerations, receipt and sufficiency of which is hereby acknowledged, the grantor hereby gives, grants, bargains and releases to the grantee, a temporary easement for the purpose of be used as staging area to store equipment and materials, in, upon, over and through the tbllowing described land in Miami -Dade County, Florida, described as follows, viz; Parce1703 FIN No. 2511562 Portions of Seotlon 6, Township 54 South, Range 42 East of Miami Dade County, Florida. being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T, Sta. 25+50 on the °Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded In Map book56 at page 71 ofthe Public Records ofMlanti Dada County, Florida; thence830°08'34"E along the centerline of General Douglas Mac Arthur Causeway for 876,71 foot; thence S59°51'26"W for 262,31 foot to a point on the westerly right of line ot'said General Douglas Mao Arthur Causeway, said point also being the point of eurvature of a circular curve concave to the Southwest having a radius of 926,00 foot; thence southeasterly, southerly, and southwesterly along the aro of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence SO4°40'46"W for 52.91 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 500,00 feet; thence southwesterly along the arc of said ourve to the Right and through a central angle) of 18°06'44" for an arc distance of 158,06 feet to the point of tangency; thence 822°47'31"W for 838,96 feet; thence SO4°44'58"E for 103.04 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence S65°07'56"E'for 365,76 feat; thence S53°41'57"E For 16,17 feet; thence S03°19'33"W for 22,73 feet; thence S20°01'27"I3 fbr 36,55 feet; thence S24°59'50"W for 52.47 feet; thence 865°00'10"E for 19.32 feat; thence S24°59'50"W for 9.96 foot; thenoe S55°47'48"W for 108.89 feet; thenceN73°51'36"W for 120.10 feet; thence N64941'42"W for 146,14 feet; thence N64°54'00"W for 115.37 feet; thence N25° 11'28"E for 222.77 feet to the POINT OF BBGTNNING. Said lands containing 2,06 acres more or less, TI'IIS EASEMENT is granted upon the condition that any work performed upon the above described land shall oonferm to all exlstingstructural improvements within the limits designated, and all work will be performed in such a manner that the existing stnuetnal improvements will not be damaged. THIS EASEMENT shall be fbr a period of Months oommenoing on the date the State of Florida, Department of Transportation becomes the owner of this easement, ] of 3 IN W]'rNESS WHEREOF, the said grantor has caused these presents to be executed in its mtneby its Board , of County Commissioners acting by the Chairperson orViee-Chairperson of said Board, the day and year aforesaid. ATTEST: Miami -Dade County, Florida, By its Board of County Connnissioners Mirk (or Deputy Clerk) of the Circuit Court (Affix County Seal) STATE of FLORIDA COUNTY OF MIAM1 t ADB By, Its Chair (or Vice -Chair) (Address) The foregoing instrument was acknowledged before me this day of 20 by , Chairpetson (or Vice -Chairperson), who is personally known to me or who has produced as identification, (Signature ofperson taking; aawrowledpiuent) (Type, print or Stamp nanr0 under uiguaflrro) Title or rank and serial number, if any: 2 of 3 O8-TE.12-06/98 This instrument prepared by, or under the direction af, 1), Michael Soliloss, Esq, District General Counsel State of Florida Department of'Transportaliott 1000 N.W.111th Avenue Miami, Florida 33172 November 29, 2006 - NE Parcel No. ; 703.1(05.29-07) W,I'.I / Segment No,; 2511562 Managing District; 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted; WHEREAS, the State of Florida Department of Transportation proposes to consnuot or improve State Road No, A-1-A, Section No, 2511562, in Miami -Dade County, Florida; and WHEREAS, it is necessary that certain lands now owned by Miami -Dade County be used temporarily by the State of Florida Department of Transportation; and WHEREAS, said use is in the best interest of the Comity: and WHEREAS, the State of Florida Department of Transportation has made application to said County to execute and deliver to the Stale of Florida Department;ef Transportation a temporary easetnent, or easements, itt favor of the StateofFlorida Department of Transportation, for the purpose of he used as staging area to store equipment and materials, and said request having been chtly considered. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Miami Dade County, that the application of the State of Florida Department of Transportation for a temporary easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a temporary easement, or easements, in favor of theState of Florida Department of Transportation, In Miami -Dade County, should be drawn and executed by this Board of County Commissioners, Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida, STATE OF FLORIDA COUNTY OE' MIAMI-DADE I HEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of County Commissioners ofMiatni-Dade County, Florida, at a meeting held on the clay of , 20 , ATTEST; Miaini-Dade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By; Its Chair (or Vice -Chair) (Address) 3 of 3 Parce1703 FIN No, 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miarni Dade County, Florida. being more particularly described as follows; Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as F.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miarni Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map book 56 at page 71 of the Public Records of Miami Dade County, Florida; thence S30°08'34" E along the centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence S59°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve conoave to the Southwest having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the aro of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence SO4°40'46"W for 52,91 feet to the point of curvature of a circular eurve concave to the Northwest having a radius of 500.00 feet; thence southwesterly along the arc of said carve to the Right and through a central. angle of 18°06'44" for an are distance of 158,06 feet to the point of tangency; thence S22°47'31"W for 838.96 feet; thence SO4°44'58" E for 103,04 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence S65°07'56"E for 365,76 feet thence S53°41'571'B for 16.17 feet; thence S03°19'33"W for 22.73 feet; thence S20°01'27"B for 36,5$ feet; thence S24°59'50"W for 52.47 feet; thence S65°00'10"B for 19,32 feet; thence S24°59'S0"W for 9.96 'feet; thence S55°47`48"W for 108,89 fret; thence N73°51'36"W for 120.10 feet; thence N64°41'42"W for 146.14 feet; thence N64°,54'00"W for 115.37 feet; thence 1\125°11128"1E for 222.77 feet to the POINT OF BEGINNING. Said lands containing 2.06 acres more or less. tVOT A FIELD SURVEY PARCEL 703 WESTERLY RIGHT OF WAY LINE c7{J V S REPORT I. ir755Xc1CiAful IfGAL FITS Ip?I0tr90E5NOTCONSTI A.51.W 2. 551RIN&55110M-15T-OWARBA5ED 0/1 PtE5 EM: NORM A.I E?O °ATt M 1,983/4WU5TM NT 13 3, FLORIDA 5T7011S 3. DATEPkiffAgW: MAY255i, 2007 4. PREPARE( FORP,4 Af5DRI `CKEg11 ifF. LEGEND: D L LB MB PB PG POB POC PT R STA. S.R. - DELTA - LENGTH -LICENSED BUSINESS -MAP BOOK -PLAT BOOK - PAGE -POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF TANGENCY -RADIUS - STATION - STATE ROAD LICENSB3 BUSYNESS 29 4,10 co 10, P.T. STA. 25+50 (SEGT_8706, MB 56 PPG_71 RT. STA. 216+25.58 (FDOT SECT_874&, 2576) FOUND 5/$1RON ROD GAP STAMPED FOOT R—=926.00 �2O44'54 Lr"35.$2' F40'49"W 52.91' D=1• 8'0 444 L 158A6' MATCHHNE "A" SKETCH AND LEGAL DESCRIPTION 4NUEL. G4OZ4 AND ASSOCIATES, INC. 71 PRM6 . r=If & LEGAL VESGRIP71G ENCINEERS-SURVEYORS & MAPPERS FBI No: 2511552 13950 5JJ 47f1r SL MfAMI, FLORIDA 33175 PHONE 005) 221-6210 FAX (305] 221-1295 05-25- BMW. SC.VE I SZT 1=21J1!` 1 OF 3 NOT AROD SURVEY PARCEL 703 LEGEAD B L IB MB PB PG POS. POC PT R STA -DELTA -LENGTH -LICENSED BUSINthb - MAP BOOK -PLAT BOOK -PAGE -POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF TANGENCY -RADIUS -STATION MATCHLINE "AR LICENSED BUSINESS tda2439 a. 7, 553"47 57'E 16.17 SO316'33RW 2273' S2O'01'27'E 3&_55' S24'59'5€Y'W 5247 SS5OO1O'E 1S-32` S2 5S 5o W 9335` SKETCH AND LEGAL DESCRIPHON LEL GilBzIA AND ASSIAE- INC. c'tWGIN S—SJRff VRS & MAPPEi?S 13960 47th Si: MIAMI aoHDA .33175 PHONE ( ) 221=6210 FAX- (365j 221-1295 1O FRO t ETO & LEGAL IIcS:R1Pj70N 2511562 Ale 05-25 07 DRAWS C.EA. mar 1"=100' 2 OF 3 LEGAL SCR;O FORTEONS OF SECTION G, TOWNSHIP 54 SOUTH, RMGF42 EAST OF MIAMI-DADE COUNTY, FLoRiDA_ BEW1G MORE: PARTICULARLY DESCRIBED A5 FOLLOWS: COMMENCE AT A POINT SHOWN. MARKED BY A 5/8° DIAMtl tR IRON. ROD AND CAP STAMPED DOT, SHOWN AS P.T. STA. 25-1-50 ON THE 'OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 570G, DESIGNATED AS PART OF STATE ROAD A- I -A IN M1AM -DADS COUNTY, FLORIDA", PREPARED BY THE STATE ROAD DEPARTMENT OF THE STATE OF FLORIDA, AS RECORDED IN MAP 500K S6 AT PAGE 71 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE 530'05'34`E ALONG THE CENTQZI. NF OF GENERAL DOUGLAS MAC ARTHUR CAUSEWAY FOR 876.71 Fttl; THENCE 559°51'2CW FOR 262.31 FEET TO A POINT ON THE WESTERLY RIGHT OE WAY UNE OF SAID GENERAL DOUGLAS MAC ARhUR. CAUSEWAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS O; 92E.00 FEET; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOUTHWESTERLY ALONG THE iE ARC OF SAID CURVE TO THE RIGHT WIT37 A RADIAL BEARING OF 573°555G'W AND THROUGH A CENTRAL ANGLE OF 20°44'50' FOR AN ARC DISTANCE OF 335.32 f tt r TO THE POII'1T OF TANGENCY; THENCE 504°40'40W FOR 52.01 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 500.00 FEET; THENCE SOUTHWEST tKLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF I8°0G'44 FOR AN ARC DISTANCE OF 158.06 FEET TO THE POINT OF TANGENCY; THENCE 522°47'31 W FOR 538_50 FEET; THENCE 504°44'56'E FOR 103.04 FEET TO THE POINT OF 5EG1NNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE 505°07'50F FOR 365.7E FEET; THENCE 553°41'57"i0 FOR 1 G.17 FEET; THENCE 503°19'33'W FOR 22.73 FEET; THENCE 520°0 I �27°E FOR 36.55 FEET; THENC1 524 59'50W FOR 52.47 FEET; THENCE 5G5°00 € C'E FOR 19.321-Ctl ; Tl-1ENCi; 524'59'50"W FOR 9_90 F1^tI ; THENCE 555 47'45W FOR I08.59 FEET; THENCE N73°51'30W FOR 120.10 FEET; THENCE N64°4142W FOR I40.14 FEET; THENCE NG4°5400'W FOR 115.37 FEET; THENCE N25`1 l'28'E FOR 222.77 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 2.0G ACRES MORE OR LE55. C CA I 1-1M5Yc it '7ft4T77 55tfr i1DSr21'IK14 ti'ASP23AR33 F.,Air DIRFCT5..0 :Y. KNAhnJtPc'Si"rsTLC AICCOREC1T0Dee5Trfcen. moCFrii 052507 &KAM IeA PRO5u501a5UP.i/c iP.AAOWPP 15291 5TATfC1,`5_ORPA N(77VAUDWITfiair771rS610411,9 IWO tO IGIMALR4 0.5542a.A rIOORnWA PROFS51nt,SfiL SbRiefOP, A,APPP MINTZ PARCEL 703 LICENSED BUS Na24,39 M4NUEL aVE7A AND ASSOCIATEa WC ENGNEERS-XNEYORS & /JAPPES 13960 SS. 471h ST ANI,,11, FLORMMA 33175 1=11011E- {JON 221-6210 FAx (30,5) 221-1295 7WE OF PROECL SICE1C,11 &LEGAL DE TON I 2511552 DACE 05-25-07 tlt 4MfI BY- CEA. sym- 3 OF 3 COMPOSITE EXHIBIT B Parcel 704 Sketch and Legal 7 08-TE,11-06/98 This instrument prepared by, or under the direction of; D. Michael Schloss, Esq. Distriot General Counsel State of Florida Daparttnent of Transportation 1000 N.W. 111 "' Avenue Miami, Florida 33172 November 29, 2006 - NE Parcel No. t704,1(05-29-07) Itont/Segment No. ; 2511562 Managing Distriot 6 • TEMPORARY tASBINIENT THIS EASEMENT, made this day of_ , 20 , by and between MIAMI- DADE COUNTY, a politioai subdivision of tine State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OE TRANSPORTATION, its successors and assigns, grantee. WITNBSSETII that for and in consideration of the sum ofOne Dollar and other valuable considerations, receipt and suffioioncy of which is hereby acknowledged, the grantor hereby gives, grants, bargains and releases to the grantee, a temporary easement for the purpose of be used as staging area to store equipment and materials, in, upon, over and through the following described land in Miatni•Dado County, Florida, described as follows, viz; Parcel 704 FIN No, 2511562 Portions of Section 6, Township 54 South, Range42 Bast of Miami Dade County, Florida, being more particularly described as follows: Continence. at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Sta. 25+50 on the "Offioial Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dade county, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map book 56 at page 71 of the Public Records of Miami Dade County, Florida; thence S30°08'34"E along the centerline of General Douglas Mao Arthur Causeway for 876,71 feet; thence S59°51'26"W for 262,31 foot to a point an the westerly right of way tine of said General Douglas Mao Arthur Causeway, said point also being the point of curvature ,of a circular curvo concave to the Southwest having a radius of 926.00 feet; thcnco southeasterly, southerly, and southwesterly along the aro of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of20°44'50" for an arc distance of 335,32 feet to the point of tangency; thence SO4°40'46"W fbr 52.91 feet to the point of curvature of a oircular curve concave to the Northwest having a radius of 500.00 feet; therm southwesterly along the arc of said curve to the Right and through a central angle of 18°06'44" for an aro distance of 158,06 feet to the point of tangency; thonee S22°47'31 "W for 838,96 feet; thence 875°59'54"W for 1569,45 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence S25° 14'42"W for 392,08 feet; thence N38°43'55"W for 398.18 feet; thence N24°51'07"E for 282.53 feat; thence S67°26'41"E for 55.09 feet; thence 808°21'12"13 for 82,09 feet; thence 864°54'03"E for 259,29 feet to the POINT OF BEGINNING, Said lands containing 2.62 acres more or less. THIS EASEMENT is granted upon the condition that any work performed upon the above described land shall conform to all existing structural improvements within the limits designated, and all work will beperformed in such a manner that the existing structural Improvements will not be damaged. TId1S EASEMENT shall be for a period of Months commencing on the data the State of Florida, Department of Transportation becomes the owner of this easement. 1of 3 IN WITNESS WHEREOF, the said grantor has caused these presents to be executed in its natneby its Board ofcounty Cotntnissioners noting by the Chairperson or Vice -Chairperson of said Board, the day and year aforesaid, ATTEST: Miami -Dade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) I3y: ,mm STATE OF FLORIDA COUNTY OF MIAMI-DADB Its Chair (or Vice -Chair) (Address) Tho foregoing instrument was acknowledged before toe this day of 20 , by , Chairperson (or Vice -Chairperson), who is personally known to me or who has produced as Identification, (3Ignalure ofporson taking acknowledgment) (Typo, print or stamp nanw under signature) Title or rank and aerial number, if any; 20 3 08.TE.12,06/98 'This instrument prepared by, or under the direction of, D, Michael Sohloss, Esq, District General Counsel State oi'Florida Department of Transportation 1000 N,W, 11 lth Avenue Miami, Florida 33172 November29, 2006 - NE Parcel No, : 704,1(05-29�07) Segment No.; 2511562 Managing District: 6 RtSOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted: WHEREAS, iho State ofFlorida Department ofTransportation proposes to oonstruetor improve State Road No, A-14, Section No, 2511662, In Iviiami-Dade County, Florida: and WHEREAS, it is necessary that certain lairds now owned by Miami -Dade County be use,d temporarily by the State of Florida Department of Transportation: and WHEREAS, said use is in the best interest of the County: and WHEREAS, the State of Florida Department of Transportation has made applioation to said County to execute and deliver to the State of Florida Deparlrnent of Transportation a temporary easement, or easements, in favor oftho State of Department of Transportation, for the purpose of he used as staging area to store equipment and materials, and said request having boon duly considored, NOW THEREFORE, 913E IT RESOLVED by the Board of County Commissioners of Miami -Dade County, that the application nettle Stato of Florida Department ofTransportatioa for a temporary easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a temporary easement, or easements, in favor of iho State ofFlorida Department of Transportation, in Miatni-Dade County, should be drawn and executed by this Board of County Commissioners, Consideration shall be S BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADt I IEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting held on the day of , 20 , ATTEST; Miami -Dade County, Florida, By its Board of County Cotnmissionors Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vice -Chair) (Address) 3oe3 Parcel 704 FIN No. 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miami Dade County, Florida, being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dada county, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map book 56 at page 71 of the Public Records of Miami Dade County, Florida; thence S30°08'34"E along the centerline of General Douglas Mao Arthur Causeway for 876,71 feet; thence S59°51'26"W for 262,31 feet to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the arc of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence SO4°40'46"W for 52.91 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 500.00 feet; thence southwesterly along the aro of said curve to the Right and through a central angle of 18'06'44" for an aro distance of 158.06 feet to the point of tangency; thence S22°47'31"W for 838,96 feet; thence S75°59'54"W for 1569,45 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence S25°14'42"W for 392.08'feet; thenceN38°43'55"W for 398.18 feet; thence N24°51'07" L3 for 282.53 feet; thence S67°26'41 "E for 55.09 feet; thence S08°21' 12" E for 82,09 feet; thence 864°54'03"E for259.29 feet to the POINT OF BEGINNING, Said lands containing 2.62 acres more or less, NOT A FIELD SURVEY PARCEL 704 WESTERLY RIGHT OF WAY LINE 47 a '7 T RR 1 �3t 0 SURVEYOR'S REPORT I_ rn Ai? LL_ AL D ?TION 110. NOT CWi7S 711 FA 5UR'TY p O F c ir8 PG, 2 550165 51-IOW HEREON ARE 5A_5_ONTHE 515 1.-NOKTI1 AiC C4W DATUM 1553/APJUS' 1M5LT 1990. fL0 'll)A E45 ZONE 3 SAFE PAS_- MAY25tIr_ 2007 FRO:AP 7 FORPAR5GN5 5 C rV;OTh Lam!?: D -DELTA L -LENGTH LB -LICENSED BUSINESS MB -MAP SOOT( P8 -PLAT BOOK P� -PACE POB -POINT OF BEGINNING POC -POINT OF COMMENCEM VT PT-POIKTTT OF TANGENCY R -RADIUS STA_ STATION S.R -STATE ROAD LICENSER BIISI,A+FFK' No 2439 G P.T. STA. 25±50 (S€CT.3706, MB 56 /PG..71 P.T. STA. 216+25_58 (FOOT SECT 8706, 2576) FOUND 5/81RON ROD GAP STAMPED FOOT R=9251 D=2C4:43a' E 335.32 S 4 43'46V 52.32' R=50D.00' D=15-06'44: L=158.06' MATCHLINE 'A" 55 yam-' 3 2 SKETCH AND LEGAL DESCRIPTION MAMIE. GVERA AND ASSOCIATEg FN(EE?S-SURVEYORS & MAPPERS 1395D SW 47Hi ST. MMA:dl, FLORIDA 33175 PHONE (303) 221-521D FAX 1355j 221-1295 .ICY e LECALDESCR/P710N Aa.: 25115662 DATE 65-25-07 sr, F srtEr iRAiw sY. CER I =2DD' 1 OF 3 NOT A FIELD SURVEY PARCEL 704 —DELTA L —LENGTH LB MB PB PG POB POC PT R STA. —LICENSED BUSINFSS —MAP BOOK — PLAT BOOK —PAGE —POINT OF BEGINNING —PUNT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS -STATION 0 0 CO TYRO Uf,ENSS} BISGYESS Na.2439 P.O.B. O MATCH LINE "A" SKETCH AND LEGAL DES PRON ANUlEL GSA AND ASSATES, ENGMN.EERS-SURVEYORS r- MAPPERS 13960 SW. 47th ST. MMIAMI, FLORIDA 33175 PHONE (3055) 221-5210 FAX- (305) 221-1295 T E t.F IWOOcz SKETCH & LEGAL DESCRP7101 i1 Att.2511552 MEV C.E.A I 1=i. ` NE 05 25-07 Brat. 2 OF3 LEGAL DESC P O PORTIONS OF SECTION G, TOWNSHIP 54 SOUTH, RANGE 42 EAST OF MIAMI-DADE COUNTY, FLORIDA. BEING MORE PARTICULARLYD€SCRIBED AS FOLLOV _ COMMENCE AT A POINT SHOWN MARKED BY A 5/8° DIAMETER IRON ROD AND CAP STAMr t.0 DOT, SHOWN AS P_T_ STA. 25+50 OM THE 'OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 670G, DESIGNA I tv AS PART OF SATE ROAD A-1-A IN MIAMI-DADE COUNTY, FLORIDA', P. PAIRED 5Y THE STATE ROAD DEPARTMENT OF THE STATE OF FLORIDA, AS RECORDED -IN MAP BOOK 5G AT PAGE 7 i OF THE PUBLIC RECORDS OF MIAM€-DADS COUNTY, FLORIDA; THENCE 530'05'34"1= ALONG THE CENTERLINE OF GENERAL DOUGLAS MAC ARTHUR CAUSEWAY FOR 87G.7I FE E"T; THENCE 555 51 `20W FOR 262.3 I FEET TO A POINT ON THE 'WESTERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGLAS MAC ARTHUR CAUSEWAY, SAID POINT A€.SO BEING THE PONT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OE 926.00 FEET; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOUTHWES s ERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITI-I A RADIAL BEARING OF 573"55'50W AND THROUGH A CENTRAL ANGLE Or 20°44'50' FOR AN ARC DISTANCE OF 335-32 FEET TO THE POINT OF TANGENCY; THENCE 504°40 0 W FOR 5291 FEET TOTHE POINT Or CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 500.00 Fto1; THENCE SOUTHIMESTERLYALONG THE ARC OF SAIL) CURVE TO 11 iE RIGHT AND THROUGH A CENTRAL ANGLE C>F i 8°06`44' TOR AN ARC DISTANCE OF 155 06 FEET TO THE POINT OF TANGENCY; THENCE S22°4731 '1.41 FOR 535.9G FEET; THENCE 575°5954W FOR 1569.45 FEET TO THE POINT OF BEGINNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE 525° 14'42'W FOR 392.08 FEET; THENCE N38°43'55°W FOR 398.18 FEET; THENCE N24°5 i'07°E FOR 282.53 rtt 1; THENCE 567° 2641 °E FOR 55.09 SET; THENCE S08=2 i' 12"E FOR 82-09 FEET; THENCE SC 1°54'03°E FOR 253.29 FEET TO THE POIA'N'i OF BEGINNING_ SAID LANDS CON TAININC- 2.62 ACRES MORE OR. LESS. TIFICA Ib FIERE =FY DAT DO5KETOIANDD6 RIPDCZAI lA5FZTAREPLIA=IJf?.',N'EVSDF 7510A1AhD Ti '1rIS ME AND COR GTTOT.HE3.'OFI Y fJ EAAS5.71rt himlAN a S53Jr. PRO?' ..510NAE51Tfle ORAtJDLIAM;f529F STA77_ 0MOZDA ACT VALID i'YFtrvL D-E549VA7. i'EAND OEOPGrrtLL P, +A_:5551.tOF A LORIDA ROE-S599ML51,1W / .AN illAPPEZ PARCEL 704 1ICEV. EWNESi Na2432 u . c. VE A-f AND ASSOCL4 dE , Na ENGINEERS -SURVEYORS & MAPPERS 13960 Sig 47ffr SE MIA% FLORIDA 33175 PHONE (305) 21-6210 FAX (305) 227-7295 7rEcFPEtara SETO & LEGAL D SCRIP370N 2511552 DATE 05-2.s. DRAT 18N. t.LA NIA 3 OF 3 COMPOSITE EXHIBIT C Parcel 705 Sketch and Legal 08.TE.11.06/98 This instrument prepared by, or under the direction of, 17, Miehaei Schloss, Esq. District General Counsel State of Florida Department of Transportation 1040 N.W, 111'h Avenue Miami, Florida 33172 November 29, 2006 - NE Parcel No, ; 705.1R(05-29.07) Rom/Segment No. : 2511562 Managing District : 6 TEMPORARY EASEMENT THIS EASEMENT, made this day of , 20 , by and between MIAMI- DA.DE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WITNESSETII that for and in consideration of the sum of One Dollar and other valuable considerations, receipt and sufficiency of which is hereby acknowledged, the grantor hereby gives, grants, bargains and releases to the grantee, a temporary easement for the purpose of leaving an overall temporary Contraction area al Dodge Island required for MI roadway and tunnel construction related activities, In, upon, over and through the following described land in Mianti-Dade County, Florida, described as follows, viz: Parcel 705 FIN No, 2511562 Portions ofSaction 6, Township 54 South, Range 42 East ofMiami Dade County, Florida, being more particularly described as follows: Cornmonee at a point shown marked by a 5/8" diameter Iron rod and cap stamped DOT, shown as P.T. Sta.25+50 on the "Offielal Map of Location and Survey ofa portion of section 8706, designated as part of State Road A-1-A In Miami Dada County, Florida", prepared by the State Road Department ofthe State of Florida, as recorded In Map book 56 at page 71 oldie Public Records of Miami Dade County, Florida; thence S30°08'341E along the centerline of General Douglas Mao Arthur Causeway for 876,71 feet; thence 859°51'26'W for 262,31 feet to a point on the westerly right of way line of saki General Douglas Mao Arthur Causeway, said point also being the point ofeutvatue ofa circular curve concave to the Southwest having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the are of said curve to the Right with a radial bearing of573°55'56"W and through a central angle of 20"44'50" for an aro distance of 3:35.32 feet to the point of tangency; thence SO4°40'46"W for 52.91 feet to the point of curvature of a circular eurve concave to the Northwest having a radius of 500,00 feet; thence southwesterly along the arc of said curve to the Right and through a central angle of 18°06'44" for an aro distance of 158.06 feet to the point of tangency; thence 822°47'31 "W for 838,96 feet- to thepoint ofourvature ofa circular curvo concave to the Northeast having a radius of 1033.00 feet; thence southwesterly, southerly, and southeasterly along the arc of said curve to the Left and through a central angle of48°37'32" for an arc distance of 876,68 feet to the POINT OF BEGINNING ofa parcel of land hereinafter described; thence S79201'32"E for279,14 feet; thence N25°06'00"E for 92,70 feat; thence 864°54'00"E for 100,00 feet; thence S25°06'00"W for 67,54 feet; thence 864°54'00"E for 912,83 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 20,00 feet; thence southeasterly, easterly, and northeasterly along the aro ofsaidcurve to the Left and through a central angle of 90°00'42" for an aro distance of 31,42 feet to the point of tangency; thence N25"06'00"E for 179,55 feet to POINT "A" and the point of curvature ofa circular curve conoave to the Southwest having a radius of 120,00 feet; thence northeasterly, northerly, and northwesterly along the, arc of said curve to the Loft and through a central angle of 85°17'40" for an arc distance of 178.64 feet to a point on said curve; thence N31°02'12"E for 35,58 feet; thence S64°40'16"E for 617.89 foot; thence S64°54'00"E for 522.82 feet; thence S25°06'00"W for 33.79 feet; thence N64°54'00"W for 223.57 feet to the point ofcutvature ofa circular curve concave to the Southeast having a radius of 65,00 feet; thence northwesterly, westerly, and southwesterly along the aro of said curve to the Left and through a central angle of 89°59'54" for an aro distance of 102,10 foot to the pointoftangency; thence S25°06'00"W for 183,49 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 60,00 feet; thence southwesterly, southerly, and southeasterly along the aro of said curve to the Left and through a central angte of 89°58'25" for an aro distanoe of 94.22 feet to the point of tangency, thence S64°52'17"E for 759.67 feet; thence 825°07'43°W for 355,99 feet; thence N64°52'17"W for 888,31 foot; thence S7017143"W for249,89 feet; thence S25°07'43"W for 354,24 feet; thence N64°52' 17"W for 87,07 feet; thence N25°07'43" B for 478.94 feet; thence N64°58'36"W for 1093.27 feet; thence N25°06'00"E for47,23 feet; thence N64°54'00"W for 1156.79 feat; thence N25"06'00"E for 181,31 feet; thence S64°54'00" E for 225,00 feet; thence $79°01'32"E for 318,14 feet to the POINT OF BEGINNING. Less and except the following described parcel loE 3 Commence at the above established POINT "A"; thence 564°54'00"13 for 119,50 feet to the POINT O313 GINNFNG ofa parcel of land hereinafter described; thence N25°06'00" E for 33,60 feat to the point of curvature of a oircular eulveooneAve to the Southeast having a radius of 53,50 feet; thence northeasterly, easterly, and southeasterly along the at ofsaid curve to the Right and through a central angle of 95°49'04" for an aro distance of 89,47 feet to a point en said ourvo; thence N25°01'24" E for 68.02 fool; thence S64°40'1693 for 383.12 foot to the point ofourvature ofa circular curve concave to the Southwest having a radius of 60,00 feet; thenoe southeasterly, southerly, and soutlnvestelly along the aro of said curve to the Right and through a central angle of 89°27'28" for no arc distance of 93,68 foot to the point of tangency; thenoe 824°4720"W for 178,77 feet; thence N64°58'36"W for 82,62 feet; thence S25°01'12"W for 19.34 feat to the point of curvatue of a circular curve concave to the Northwest having a radius of 35,00 feet; thence southwesterly, westerly, and northwesterly along the arc of said curve to the Right and through a central angle of 90°06'06" for an arc distance of 55.04 foot to the point of tangency; thence N64°52' 17"W for 327.00 feat; thence N25°01'24"E+ for 32,18 feet to the point ofcurvatureofn circular curve concave to the Northeast having a radius of43,50 feet; thence northwesterly, northerly, and northeasterly along the arc of said curve to the Right with a radial bearing N18°00130" F and through a central angle of 74°47' 15" for en aro distanoe of 56.78 feet to the point of tangency; thenoe N2°48'09" E for 16,58 feet to the point of curvature ofa oircular curve concave to the Northonst having a radius of 243,50 feet; thence northeasterly along the arc of said curve to the Right and through a control angle of 22° 17'50" for an arc distanoe of 94.76 feet to the point of tangency; thence N25°06'00" B fbr 33,08 feet to the POINT OF BEGINNING, Said lands containing 31,39 acres more or loss, THIS EASEMENT is granted upon the condition that any work performed upon the above described land shall conform to all existing strnotural improvements within the limits designated, and all work will be performed in such a manner that the existing struotural improvements will not be damaged. THIS EASEMENT shall be for a period of Months commencing on the date the State of Florida, Department of Transportation becomes the owner of this easement, IN WITNESS WHEREOF, the said grantor has caused these presents to be executed in its name by its Board of County Commissioners acting by the Chairperson or Vioe-Chairperson of said Board, the day and year aforesaid, ATTEST! Miami -Dade County, Florida, By its Board cf County Comtnissloners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By; Its {:hair (or Vine -Chair) (Address) STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 20,,, , by , Chairperson (or Vice -Chairperson), who is personally known to me or who has produced as identification, (Signature ofperson taking acknowledgment) (Typo,. print or stomp mono antiorstgnnturo) Titio or rank and saint number, If nity. 2 of 3 08•TB.12.06/98 This instrument prepared by, or under the direction of, D Miohaol Schloss, Fsq, District General Counsel State of Florida Department of Transportation 1000 N,W, 111t11 Avenue Miami, Florida 33172 November 29, 2006 - NE Parcel No; : 705,1(05-29-07) W.P.I./ Segment No,: 2511562 Managing Distriot: 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted: WHEREAS, rho State of Florida Department of Transportation proposes to construct or improve State Road No, A-1-A, Section No, 2511502, in 1vliami-Dade County, Florida: and WHEREAS, it is neoossary that certain lands now owned by Miami -Dade Countybe used totnpore:11y by the State of Florida Department of Transportation: and WHEREAS, saki use is in tho best interest of the County: and WHEREAS, the State of Florida Department of Transportation has made applioation to said County to motto and deliver to the State of Florida Department of Transportation a temporary easement, or oasentonts, in favor of the State ofFlorida Department of Transportation, for the purpose of having an overall temporary construction area al Dodge Island required for all roadway and tunnel construction related activities, and said request having been duly considered, NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Miami -Dade County, that the applioation of the State of Florida Depat anent of Transportation for a temporary easement, or oasonents, is for transportation purposes which are in the public or community Interest and for publio welfaro; that a temporary easement, or easements, itt favor ante State ofFlorida Department of Transportation, in Miami -Dade County, should be drawn and executed by this Board of County Commissioners, Consideration shall be $ BE IT FURTHER 1. RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADS 1 HEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting held on the day of , 20 ATTEST: Miami -Dade County, Florida, By Its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vice -Chair) (Address) 3 of 3 Parcel 705 FIN No. 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miami Dade County, Florida, being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T.. Sta, 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map book 56 at page 71 of the. Public Records of Miami Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence S59°51'26"W for 262,31 feet to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the arc of said curve to the Right with a radial bearing of 373°55'56"W and through a central angle of 20°44'50" for an aro distance of 335,32 feet to the point of tangency; thence 304°40'46" W for 52.91 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 500.00 feet; thence southwesterly along the arc of said curve to the Right and through a central angle of 18°06'44" for an arc distance of 158.06 feet to the point of tangenoy; thence 822°47'31 "W for 838,96 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 1033,00 feet; thence. southwesterly, southerly, and southeasterly along the aro of said curve to the Left and through a central angle of 48°37'32" for an arc distance of 876,68 feet to the POINT OP BEGINNING of a paroel of land hereinafter described; thence. S79°01'32" E for 279.14 feet; thence N25°06'00"E for 92,70 feet; thence 864°54'00" E for 100,00 feet; thence 825°06'00"W for 67,54 feet; thence 364°54'00"E for 912.83 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 20.00 feet; thence southeasterly, easterly, and northeasterly along the arc of said curve to the Left and through a central angle of 90°00'42" for an arc distance of 31.42 feet to the point of tangency; thence N25°06'00"E for 179.55 feet to POINT "A" and the point of curvature of a circular curve concave to the Southwest having a radius of 120.00 feet; thence northeasterly, northerly, and northwesterly along the arc of said curve to the Left and through a central angle of 85°17'40" for an arc distance of 178,64 feat to a point en said curve; thence N3192'12" )«, for 35,58 feet; thence S64°40'16"B for 617,89 feet; thence 364°54'00"E for 522,82 feet; thence S25°06'00"W for 33.79 feet; thence N64°54'00"W for 223,57 feet to the point of curvature of a circular curve concave to the Southeast having a radius of 65,00 feet; thence northwesterly, westerly, and southwesterly along the are of said curve to the Left and through a central angle of 89°59'54" for an arc distance of 102.10 feet to the point of tangency; thence S25°06'00"W for 183.49 feat to the point of curvature of a circular curve concave to the Northeast having a radius of 60.00 feet; thence southwesterly, southerly, and southeasterly along the aro of said curve to the Left and through a central angle of 89°58'25" for an aro distance of 94.22 feet to the paint of tangency; thence 864°52'17"E for 759,67 feet; thence 525°07'43"W for 355.99 feet; thence N64°52'17"W for 888.31 feet; thence 370°07'43"W for 249.89 feet; thence 325°07'43"W for 354.24 feet; thence N64°52'17"W for 87,07 feat; thence N25°07'43"E for 478,94 feet; thence N64°58'36"W for 1093.27 feet; thence N25°06'00"E for 47,23 feet; thence N64°54'00"W for 1156.79 feet; thence N25°06'00"E for 181.31 feet; thence 864°54'00"E for 225,00 feat; thence 379°01'32"E for 318,14 feet to the POINT OF BEGINNING. Less and except the following described parcel; Commence at the above established POINT "A"; thence 864°54'00"E for 119,50 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence N25°06'00"E for 33.60 feet to the point of curvature of a circular curve concave to the Southeast having a radius of 53,50 feet; thence northeasterly, easterly, and southeasterly along the arc of said curve to the Right and through a central angle of 95°49'04" for an are distance of 89,47 feet to a point on said curve; thence N25°01'24"E for 68,02 feet; thence S64°40116"E for 383.12 feet to the point of curvature of a circular curve concave to the Southwest having a radius of 60,00 feet; thence southeasterly, southerly, and southwesterly along the aro of said curve to the Right and through a central angle of 89°27'28" for an arc distance of 93.68 feet to the point of tangency; thence 824°47'20" W for 178.77 feet; thence N64°58'36"W for 82,62 feet; thence S25°01'12"W for 19.34 feet to the point of curvature of a circular curve concave to the Northwest having a radius. of 35.00 feet; thence Southwesterly, westerly, and northwesterly along the arc of said curve to the Right and through a central angle of 90°06'O6" for an arc distance of 55.04 feet to the point of tangency; thence N64°52'17"W for 327,00 feet; thence N25°01'24"E for 32.18 feet to the point of curvature of a circular curve concave to the Northeast having a radios of 43,50 feet; thence northwesterly, northerly, and northeasterly along the aro of said curve to the Right with a radial bearing N18°00'30" E and through a central angle of 74°47'15" for an arc distance of 56,78 feet to the point of tangency; thence N2°48109" E for 16,58 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 243.50 feet; thence northeasterly along the are of said Curve to the Right and through a central angle af22'17'50" for an aro distance of 94.76 feet to the paint of tangency; thence N25°06'00"E for 33.08 feet to the POINT OF BEGINNING. Said lands containing 31.39 acres more or less. NOT ARRT?SURVEY PARCEL 705 WES 1 ERLY RIGHT OF WAY LINE 0 .40 FR BEa.4 gPC SURVEYORS REPORT: 1. 1755,ETC114V i(GAL fii RRP7:V A 00. NOT CON5T IIJT A 5L if . 2. BEANO 5h00.4 V HEREON ARE 5A5r0 0 TMESY5EfIv 1110.771 AMDZICAA'! PATE M I983/.40.11.5T1v#allT 1990, FLOR11.1A e4s 701 3. DAM" PREPARO_ 1.64Y25t1, 2007 4. PA27FOR PAR ON:. BEINGPt1Off. LEGEAD D —DELTA L LB MB PB PG FOB P€TC PT R SEA_ — LENGTH —LICENSED BUSINESS —MAP BOOK — PLAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS —STATION P_fl_C_ P.T. STA. 25+50 (sECT.5705,. MB 56 /PG..71) P.T. STA. 216-i-25.55 0 (FDGT SECT.8705, 2576) FOUND 5/8"IRON ROD CAP STAMPED FDOT R=s26.00' n=2O 4a•5a' 504-40'48V 52.91' R=500 DQ' n=Ts-ao 44F L=158.06. MAT CHUNE U " LICENSED BUSINESS No.243. ifor str ti SKETCH AND LEGAL DESCRIPTION GiscmAND AssocIATEa f a+. I TYPE trPRf CE- SAETai & LEGAL DESC?IPTfON RIVO/NEERS-SURVEYORS & MAPPERS 2511562 13960 £'L 471fi SL MAUfFLORIDA 33175 Art E)5-25-a7 1'FIf E —sera Fix ) 221-1295{ oRa�rr 1 CEA. t'=217f1' r r 5 __ 1 a L LB MB PB PG POB POC PT R STA. S79- -DELTA -LENGTI-► -UCENSED BUSINESS - MAP BOOK - PLAT BOOK -PAGE -POINT OF BEGINNING -POINT OF COMMENCEMENT -POINT OF TANGENCY - RADIUS -STATION 9 0- MATCHLINE 'A." ROB-. fo 0 S79•81 v N% 279.74 Z N25'46'00'E 47.23' • UL&VSEL BUSINESS No2439 31.39 ACRES ± NOT A A 0 SURVEY PARCEL 705 N31-02'12"E 35.58' R-12O_00' D=I • 17'40" L=178.64' PINT R=20.00' D=90 00'42" L=31-42' MATCHLINE 13" SKETCH AND LEGAL DESCRIP770N IVUEL GVERA AAID ASSOCIATES, E GIWEERS-SURVEYORS & MAPPERS 13960 SrS 47th SL MMMJ FLORIDA 33175 PHONE (3g5) 221--6210 FA- (305) 227--1295 TNT OrMECE 21GTfi.11 & IECAL 11ESWP.. Fv Ara.: 2511552 °ATE II5-25-07 SCAM- sir DffifgAt CE 1' 20 ' 2 OF 5 L LB PB PG POS POC PT R STA. NOT A RaD St VEY PARCEL 705 ATCHLINE nB" LEGEND D —DELTA —LENGTH —LICENSED BUSINESS — MAP BOOK —PLAT BOOK —PAGE —PONT OF BEGINNING —POINT OF COMMENOEMENT — POINT OF TANGENCY —RADIUS S TATION 31.39 ACRES ± O LICENSE) BUSINESS Nau2439 0 ?c$2, R=65.00 D==89 59'54" L=102.1 O' R-60.00 D=89`58 25" L=94.22' I 03 ns ;5g SKETCH AND .0 O MANUEL GVER i AM, ASOCA S, a'ditC ENGINEERS --SURVEYORS & MAPPERS 13960 SIE 475 SE MMMI,, FLORIDA 33175 PH(305) 221-6210 F (r5) 221-1295 irEer pRoxez• .SKETCH & LECAL DESCRFTTQN 11 xa.: 2511562 DATE 05-25-D7 I sc D A USA 1=2Do' SHEET' 3�5 NOT A RELD StkiVEY PARCEL 705 POI I nAn I ECZAD O LB MB PB PG POB POC PT R STA. — DELTA — LENGTH —LICENSED BUSINESS —MAP BOOK —PLAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS — STATION R3.SO' 1=89.47' I125'O6OC'E sa60' N25O6OO"E 33.08' R=43.50" D=7447'15 L=56.78' NM-01 24 E ✓ 68 02' P..B. LICENSE? BUSNESS &t2439 R=243.50' D=22 i7'5O' L=9476' N25`O1'24"E 32.18' DETAIL "A" T,'SS GUT PARCEL lt=6O.O0' D=89'27'2B L-93.68` S2501.12 w 1 3 34' D=9O'Ofi'O6' L=55 04' 1 N84'S8'3S'S"f 82-62' SKETCH AND LEGAL DESCRIP ON MANUEL G.VERA AM) ASSOCIATES INC. DIGIAIEERS-SURVEYORS & MAPPERS €396(1 Sig 47th ST AIL4 / FLORIDA .3i175 PM VE (305) 221-6210 FAX. (305) 221-1295 brPRoza SKETaI & LEGAL DESQ P710N Ha: 25?1562 }ALE O -- 7 1 SCAM' DRASII BY C..EA. ! 1 =12D' Sze 4 OE 5 LEGAL DESJC PORTIONS OF SECTION G. TOWNSHIP 54 SOUTH, RANGE 42 EA5T OF MtAlv:i-DADS COUNTY, FLORIDA. BEING MORE PARs`ICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT SHOWN MARKED BY A 5i8" DIANIE EtR IRON ROD AND CAP STAMPED DOT, SHOWN A5 P.T. STA. 25T50 ON THE "OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 5706. DESIGNATED AS PART OF STATE ROAD A- ! -A IN Ml IAMI-DACE COUNTY, FLORIDA', ?P.EPA ED BY THE STATE ROAD DEPARTMENT Oi THE STATE OF FLORIDA, AS RECORDED IN MAP BOOK 56 AT PAGE 71 OF THE PUBLIC RECORDS OF MIAMI-©DE COUNTY, FLORIDA; THENCE 530°O5'34E ALONG THE CENTERLINE OF GENERAL DOUGLAS MAC ARTHUR CAUSE -WAY FOR 876.7 i FEET; THENCE 559'5 I'26"W FOR 262.3 I FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID GENERAL DOUGLAS MAC ARTHUR CAUSF_WAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUT WEST HAVING A RADIUS OP 92G_00 FEET; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOUTHVVESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF 573°55'50W AND THROUGH A CENTRAL ANGLE OF 20°44'50" FOR AN ARC DISTANCE OF 335 32 FEET TO THE POINT OF TANGENCY; THENCE 504°4046 FOR 52.91 rtt! TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NOKTI-WEEST HAVING A RADIUS OF 500.00 FEET; THENCE SOUT i1'W TERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 15'0644' FOR AN ARC DISTANCE OF 158.06 FEET TO THE POINT OF TANGENCY; THENCE S22°47'3 I' �'J FOR 838.36 FIST TO THE POINT OF CURVATURE OF A CIRCIRAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1033.00 FEET; THENCE SOUTHWESTERLY, SOUTHERLY. AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND Tr1ROUGH A CENTRAL ANGLE OF 45°37'32" FOR AN ARC DISHAND OF 57G.G5 FEET TO THE POSIT OF BEGINNING OF A PARCEL OF 141-ID HFP.SNAFiER DESCRIBED; THENCE 579°0 I'32"E FOR 279. € 4 FEE; THENCE N25°O6'O0'E FOR 92.70 Ftt I ; THENCE 564°54'00'E FOR ! 00 00 FEET; THENCE 525°OG04'W FOR 67_54 Ftt! ; THENCE 564`54'00 r FOR a 2.53 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIU5 OF 20.00 FEET; THENCE SOUTHEASTERLY, EASTERLY, AND NORTHHWASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND T HROUGY4 A CENTRAL ANGLE OF 9O°00'42' FOR. AN ARC DISTANCE OF 3 142 rti € TO THE POINT OF TANGENCY; THENCE N25°O6'00'E FOR 179.55 FEET TO MKT A" AND THE POINT OF CURVATURE OF A CIRCULAR. CURVE CONCAVE TO THE SOUTHWEST HAVING A .RADIUS 0? i 20.00 FEET; THENCE NOR ,EA.51 tRLY NORTHERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT P510 THROUGH A CENTRAL ANGLE OF 85° 1740' FOR AN ARC DISTANCE OF i 75.64 FEET TO A POINT ON SAID CURVE; THENCE N3 I.02'! 2'E FOR 35.55 FEET; THENCE 564'40'1 n E FOR G 17.59 FEET; THENCE 5G4°54'00°E FOR 522.82 FEET; THENCE 52 °06'00'W ; OIR 33.79 FEET; THENCE N64'5400W FOR 223.57 FELT TO THE POINT OF CURVATURE OF A C€RCUL.AR CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 65_00 FEET; THENCE NORTHWESTERLY, `,YE5 itRLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 89°5354" POR AN ARC DISTANCE OF 102.10 FEET TO THE POINT OF TANGENCY; THENCE 525°O600 W FOR I83.49 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF G0_O0 FEET; THENCE SOUTHWESTERLY, SOUTHERLY, AND 50U T HEAS! CKLY ALONG TILE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE Or 89'55425' FOR AN ARC DISTANCE OF 94.22 FEET TO THE FONT OF TANGENCY; THENCE 564°52' 17°P FOR 759.67 FEET; THENCE 525°0743"W FOR 355.99 Frti ; THENCE NCiI'52' 17"W FOR 885.31 FEET; THENCE 570°0743"W FOR 249.89 FEET; THENCE 525'07'43'W FOR 354_24 ?E1'T THENCE NG4'52' € 7W FOR 87.07 ftti; THENCE N25°07'43"E FOR 478.94 FEET; THENCE NG4°55'3GW FOR 1093.27 PEET; THENCE N25°06'0O"E FOI.47.23 FEET; THENCE NG4'5400W FOR 1 156.79 rEtl; THENCE N25°0600°E FOR 151.31 DEFT; THENCE 564°5400°E FOR 225.00 FEET; THENCE 579 O 1'32T FOR 315_ I4 t tti TO THE POINT OF BEGINNING_ LESS AND EXCE€' 1 THE FOLLOWING DESCRIBED PARCEL. COMMENCE AT THE ASOVE €STA3U5HED POINT "1"; THENCE 564'54'00' c FOR 1 I9.50 FEt # TO THE POINT OF BEGINNING OF A PARCEL OF LAND HERENA1-1 ER. D- CR€3E0; THENCE N25'O6'00"E FOR 33.60 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 53.50 FEt1; THENCE NORTHEASTERLY, EASTERLY. AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 95 49'04" FOR AN ARC 0157ANC€ OF 89.47 FEET TO A POINT ON SAID CURVE; THENCE N25°01'24"E FOR 65.02 FEET; THENCE 564°40' 16"E FOR 383. 12 FEET TO THE POINT OF CURVA7U?.1' OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS Of GO.00 FEt 1; THENCE SOUTHEASTERLY, SOUTHERLY,. AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGIE OF 89°2728" FOR AN ARC DISTANCE OF 93_68 rtt 1 TO THE POINT Of TANGENCY; THENCE 524'47'20"W FOR 178.77 FEET; THENCE N64'58'30'W MR.82.62 FEET; THENCE 525'O I' 12" l FOR 19.34 F£=T TO THE POINT OF CURVATU OF A CIRCULAR CURVE CONCAVE. TO THE NORTHWEST IIAV!NG A RADIUiS OF 35.00 FEET; THENCE SOUTHWESTERLY, WESTERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 90°06O5" FOR AN ARC DISTANCE OF 55.04 Ftt I TO THE POINT OF TANGENCY; THENCE NG4'52' 17'W F02 327.00 rtt 1; THENCE IN25°01'24E FOR 32.18 rt`1 TO THE POINT OF CSJRVATURI= OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS 0E43.50 FEET; THENCE NORTHWESTERLY, NORTHERLY, AND NOF.i+ LEAS?EY.LYALONG THE ARC OF SAID CURVE ' TO THE RIGHT WITH'! A RADIAL BEARING N 18'0030"E AND THROUGH A CENTRAL ANGLE OF 74'47' 15' FOR AN ARC DISTANCE OF 56.75 FEET TO T 1 ?I= POINT OF TANGENCY; Th END= N2'4809 3 FOR 16.58 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 243.50 FEET; THENCE NORTI-I=ASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 22' 17'50' POR AN ARC DISTANCE OF 94.76 rrr I TO THE POINT OF TANGENCY; THENCE N25°06'00"E FOR 33.08 FEET TO THE POINT OF BEGINNING. SAID LANDS ODINTA1N1NG 3 I.39 ACRES MORE OR LESS_ C MCA ON !Yra05YtC sel2i`AT7$'J5 ARP ,9 PIJ iiwA5PFITAP.fG{ht'9M#91'DRELT5L"tx4510f1AMJI74T F15 TRIt AND 02P.Z.CF TO ref TO.Fd+YLI1OWIOXEAAV LffF 75Ic5,Wi lizutlr c YO QJAL5lI tiSVRMOM FFE235231 5E reOFfiegiVA NOT Y N7rri00-111517N.4wRp ,v ORIGINAL R46b Wig/ OF ,4 DAF, O.,S5!074;L.5174V 'O'.AN3r MA,FEZ PARCEL 705 110ENSEZ1 BUSIN 5S Nc2439 a AND ASsOCIAaES, LAIC ENGINEERS -SURVEYORS & MAPPERS 13260 SA 47fh ST_ MJA,M1, FL0PVA 33175 RHOANE 05) 221-6210 TAX (105) 221-1225 TfPE PRC. C7 SKETCH & LE.CAL DESCRIP770N F7V I 2511512 D479 05-2 -07 SL'11LE 'Agfl1 in: _ CE.A. Af/A sET 5OF5 COMPOSITE EXHIBIT D Parcel 802 Sketch and Legal 07-PE,11.04/93 This instr-u nont prepared by, or under the direction of, I), Michael Schloss, Esq. District General Counsel State of Florida Depaitrnant of Transportation 1000 N,W. 111'" Avenue Miami, Florida 33172 Septeinber 14, 2006 - NE Parcel No, t 802.1R(05.29.07) Item/Segment No, : 2511562 Managing District ; 6 PERPETUAL EASE,117ENT THIS EASEMENT Made the day of , 20 , by MIAMI-DADE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA (DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WJTigl3SSETl-I: That the grantor for and In consideration of the sum of Ono Dollar and other valuable considerations paid, the receipt and sufficiency of which is herebyaoktiowledged, hereby grants unto the granleo, its successors and assigns, a perpetual easoracnt for the purpose of constructing and maintaining a Tunnel front bulkhead to existing roadways In, over, under, upon and through the following described land in Miami -Dada County, Florida, viz; Parcel 802 FIN No, 25 t 1562 Portions of Section 6, Township 54 South, Range 42 East of Mianii-Dada County, Florida. being more particularly described as follows; Comnioneo at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T. Ste, 25+50 on the "Official Map ofLocation and Survey of a portion of section 8706, designated as part of State Road A-1-Ain Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Minrni Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence S59°51126"W for 262.31 feet to a point on the westerly right of way lino of said Genoral Douglas Mac Arthur Causeway, said point also being the paint of ourvttture. of a circular curve concave to the southwest having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the arc of said curve to the right with a radial bearing of S73°55'56"W and through a oontral angle of 20644'50" for an arc distance of335,32 feet to the point of tangency; thenaa S04640'46"W for 52,91 feat to the point ofcttrvature of oircularcurve concave to the northwest leaving a radius of500,00 feet; thence southwesterly along the arc of said curve to the right and through a central angle of 18°06'44" for an aro distance of 158,06 feet to the point of tangency; thence 822°47'31"W for 774.72 foot to the POINT OF 73EGINNING ()fa parcel ofland hereinafter described; thence 864651'08"E for 207,35 feet to thepolntofeurvature of a oireular curve concave to the northeast having a radius of 911.00 feet; thence southwesterly, southerly, acid southeasterly along the arc of said curve to the left with a radial bearing ofS74°24'21 "E and through a central angle of45°40'48" for an arc distance of726.31 feet to a point on said curve; thence S22602'21 "W for 55.17 to the point ot'curvature of a circular clove concave to the northwest having a radius of 100,00 foot; thence soutliwesterlyalong the aro of said curve to the right and through a central angle of 63°07'22" for an aro distance of 110.17 feet to the Pint of aorrtpound curvature of a circular Curve oonoave to the northeast having a radios of 400.00 feet; thence southwesterly along the aro ofsaicl curve to the right and through a central angle of 14650'43" for an arc distance of 103,64 feat; thence N79°59'41 "W for 84.40 feet to a point on a ciroular curve that is concave to the northeast having a radius of 1033,00 feet; thence northwesterly, northerly, and northeasterly along the aro of said clove to the right with a radial bearing ofN65°45'07"lE and through a central angle of 47°02'23" for an are distance of 848,09 feet; thence N22e47131 "E for 64,24 feet to the POINT OF BEGINNING. Said lands containing 5,26 acres more or less, TO HAVE AND TO HOLD the same unto said grantee, its suooessors and assigns forever. 1oP3 IN WITNESS WHEREOF, the said grantor has caused these presents to bo executed in its name by its Board of County Commissioners acting by the Chairperson or Vica.Chairperson of said Board, the day and year aforesaid, ATTEST: Miami,Dade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) 13yi Its Chair (or Vice -Chair) (Address) STATE OF FLORIDA COUNTY OF M1AMI»DADS The foregoing instrument was acknowledged before meibis day of 20 by , Chairperson (or Vice -Chairperson), who Is personally known to me or who has produced as identification. (Signature ofperaon taking acknawladament) (Type, print or atawp name under signature) Title or rank and serial number, ifany. 2of3 PI3.12 This Instrument prepared by, or under the clireetion'of, D. Michael Schloss, Esq., District Ceuta] Counsel State of Florida Department of Transportation 1000 N,W. 11 i Avenue Miami, Florida 33172 September 14, 2006 - NE Parcel No, : 802.1R(05-29,07) Item/Segment No, : 2511562 Managing District : 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted, WHEREAS, the Slate of Florida Department of Transportation proposes to constructor improve S tato Road No. A-1-A, Section No. 2511562, iv Miami -Dade County, Florida: and WHEREAS, it is necessary that an easement across certain lands now owned by MIAM1 DAD& County, be acquired by the State of Florida Department of Transportation: and WH1 RP,AS, said use Is in the best interest of the County and WHEREAS, the State of Florida Department of Transportation has made application to said County to excoute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for the purpose of constructing and maintaining a Tunnel rota bulkhead to existing roadways, and said request staving been duly considered. NOW THEREFORE, BE IT RESOLVED by the Board ofCounty Commissioners of Miami -Dade, County, that the application of the State ofFlorida Departtent of Transportation fbr a perpetual easement, or easements, is for transportation purposes which ON in the public or community interest and for public welfare; that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Miami -Dade County, should be drawn and exeouted by this Board of County Commissioners, Consideration shall be 2 BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State ofFlorida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADE X HERE13? CERTIFY that the foregoing is a true copy ofa Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting held on the ,day of , 20 ATTEST: Clerk (or Deputy Clerk) of tho Clrouit Court (Affix County Seal) 3 of 3 Miami -Dade County, Florida, By its Board of County Commissioners ' By: its Chair (or Vice -Chair) (Address) Parcel 802 FIN No, 2511562 Portions of Section 6, Township 54 South, Range 42 East of Ivllain -Dada County, Florida. being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miami Dade County, Florida; thence 830°08'34'E along the centerline of General Douglas Mao Arthur Causeway for 876,71 feet; thence 859°51'26"W for 262,31 foot to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve concave to the southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the arc of said curve to the right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence SO4°40'46"W for 52.91 feet to the point of Curvature of a circular curve concave to the northwest having a radius of 500,00 feet; thence southwesterly along the arc of said curve to the right and through a central angle of 18°06'44" for an arc distance of 158.06 feet to the point of tangency; thence S22°47'31"W for 774,72 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence S64°51'08"E for 207.35 feet to the point of curvature of a circular curve concave to the northeast having a radius of 911.00 feet; thence southwesterly, southerly, and southeasterly along the arc of said curve to the left with a radial bearing of S74°24'21 "I and through a central angle of 45°40'48" for an arc distance of 726.31 feet to a point on said curve; thence S22°02'21"W for 55.17 to the point of curvature of a circular curve concave to the northwest having a radius of 100,00 feet; thence southwesterly along the aro of said curve to the right and through a central angle of 63°07'22" for an arc distance of 110,1'7 feet to the point of compound curvature of a circular curve concave to the northeast having a radius of 400.00 feet; thence southwesterly along the arc of said curve to the right and through a central angle of 14°50'43" for an are distance of 103.64 feet; thence N79°59'41 "W for 84.40 feet to a point on a circular curve that is concave to the northeast having a radius of 1033.00 feet; thence northwesterly, northerly, and northeasterly along the are of said curve to the right with a radial bearing ofN65°45'07" 1i and through a central angle of 47°02'23" for an arc distance of 848.09 feet; thence N22°47'31" B for 64.24 feet to the POINT OF BEGINNING, Said lands containing 5.26 acres more or less, NOT A P1 0 SURVEY PARCEL 802 WESTERLY RIGHT OF WAY LINE SURVEYORS REPORT 1. Tfil55WCtfANJ ifcAL 17F5CRT 17OW DOES NOT CO 2. t3F4 /NG5 5110M1 f L? OPIAR[5A50 ON T IE5Y51 OATaf I553/APS/571,4517 194 FrORJOA E457 -ZONE 3 OATf?RE?AR ): MAY 25tk 2007 4. PREPARM FOR PAR.5015 BRINCKE 1 0 LEGEND: AC_ D L .LB ' MB PS PG POB Poe PT R STA_ S.R - ACRES -DELTA - LENGTH -LICENSED BUSINESS - MAP BOOK -PLAT BOOK - PAGE - POINT OF BEGINNING -POINT OF COMMENCEMENT -PorNr OF TANGENCY -RADIUS -STATION -STATE ROAD 6 441) 4f.Coy ' P f5T17 7r A 5LIR1 : NORT'i ArliffrX4A1 P_Q_G P 1 STA. 25- -50 (SECT87€}6, MB 56 /PG..71 P_T. STA. 216-?-25.58 (FDOT SECT 8705, 2576) FOUND 5/8"1RON ROD CAP STAMPED MOT R=926.Oo' 6 =20'4454? Lassa 32' SflE4T46"4Y✓.- 52.31' 0 R=500.00' D=18'0544- L=158.fl6` MIATCHLINIE "A° LICENSE' Bd1S7NESS No.2439 \C\;'6, SKETCH AND LEGAL DES RIP ! #0N ANUEL G AND A LUES C ITPEL'FPRCiEGT S & LEOA€ ENGINLISURVEYORS & MAPPERS 1396,0 SJ 47th ST M14/f#, FLOThOA 33175 PTh21E (305) 221--6210 - SAX (305) 22i-1295 Na: 2511562 DESCRJPJION 05-25-07 OPAD £EA, 1`=2411' 1 Of 3 NOT AFIR f3 SURVEY PARCEL 802 AC. —ACRES D L LS MI3 P9 PG PQS POC PT STA. —DELTA —LENGTH —LICENSED BUSINESS —MAP BOOK —PLAT BOOK —PAGE — POINT OF BEGINNING — POINT OF COMMENCEMENT —POINT OF TANGENCY —RADIUS —STATION MATCHLINE "A N22'47'31 5 v 0 w 0 P.0 .S_`') 1a79'59'r1vJ 84.4tr LICENSED 811SInssS No.2439 0 0 S2202'21-V/ 55.17' �D=1450M3" L=S03 &4' SKETCH AND LEGAL D SCRI ON D=6.i07.22 R=1OO.00` L 11W 77' MANS C VERA AND ASSOCf ,7ES7 ENMERS-SURVEYORS & MAPPERS 1, b'4 SF.. 47th sr. a[1MM7., r`W A .K3175 F11.. (305) 221-6210 EA- (305) 221-1295 1 OFF C2 SOW & LEGAL EEM71P770N EN Na: 2511562 PAM 05-23-07 SCIZE ©F aY- C..E.A. 1 1'=2W 2OF3 . LEGAL DESCRIP77010 PORTIONS OF SECTION G, T0WNISHI? 54 SOUTH, RANGE 42 FAST OF M1AMI-DAFDE. COUP, FLORIDA_ BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT Sh0 Ni f MARKED BY A 50" DIA. L t €R IRON ROE) AND CAP STAMPED DOT, SHOWN AS P.T. STA_ 25+50 ON THE "OFFICIAL MAP OF LOCATION AM) SURVEY OF A PORTION OF SECTION 870G, DESIGNATED A5 PART OF STATE ROAD A- s -A IN M1AM1-DARE COUNTY, FLORI DA°, PR. FARED BY THE STATE ROAD DEPARTMENT OF THE STATE OF FtORIDA, A5 RECORDED IN MAP BOOK 5G AT PAGE 71 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE 530'0634'E ALONG THE. CENTERLINE OF GENERAL DOUGLA 5 MAC ART:rIUi . CAUSEWAY FOR 576.7I FLtI ; TH5NCE 559°5 I `2GAkt FOR 2C2.3 I =I TO A POINT ON THE WESTERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGIAS MAC ARTtHUR CAUSEWAY, SAID POINT ALSO BEING THE PONT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 926.00 FEET; THENCE SOUTHEASTERLY, SOUTFIIRLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF 573°5556W AND i HR.OJG i A CENTRAL. ANGLE OF 20 4450° FOR AN ARC DISTANCE OF 335.32 PEET TO THE POINT OF TANGENCY; THENCE 5O4'40`-.C"1Wd FOR 52_9 I FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 5OO.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 15'0011" FOR AN ARC DISTANCE OF I 55.0G FEET TO THE POINT OF TANGENCY; THENCE 522 47`31 nist FOR 774.72 FEET TO THE PONT OF BEG -INNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE SG4°51'05°E FOR 207.35 Ftti TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 9 11.00 FEET; THENCE S0U TNWWESTERLY, SOUTHERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT WITH A RADIAL BEARING OF S74°24`21 °E AND THROUGH -I. A CENTRAL ANGLE Of 45°4CY48' FOR AN ARC DISTANCE OF 726.3 I FEET TO A POINT ON SAID CURVE; THENCE S22°02'21 W FOR 55.17 TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADEU5 OF 100.00 FEET; € iENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENT L ANGLE OF G3`07`2_2° FOR AN ARC DISTANCE OF 110.17 FEET TO THE POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE T"0 THE NOR -II -EAST HAVING A RADIUS OF 400_00 FEET; T HENCE SGUT-WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 14°50'43* FORAM ARC DISTANCE OF I03.G4 FEET; THENCE N79°59`41 "W FOR 54.40 FEET TO A POINT ON A CIRCULAR. CURVE THAT IS CONCAVE TO THE NORTHEAST HAVING A RADIUS 01= 1033.00 FEET; T -IENCE NORTHWEST LKLY, NORTHERLY, AND NORTHEASTERLY ALONG THE ARC 0f SAID CURVE TO THE RIGHT WITh A RADIAL BEARING OF NG5°45`07°E AND THROUGH A CENTRAL ANGLE OF 47'02'23° FOR AN ARC DISTANCE OF 845_09 FEET; THENCE N22'47'31 "E FOR G4.24 FEET TO THE POINT OF BEGINNING_ SAID LANDS CONTAINING 5.2G ACRES MORE OR LES5_ CEO CA 0 I1-1b ilYCERTIFYm4T 77-1155K TaiAND E1E5000V WA5P FARED _UND_ER MYDIRECT511P. V15VATAND Th'4T1T 1 TRI E AND aRffcr TO77-11 555T rO.FMMOWLOCEAND 551f O5/25107 MAN1i jr. PK'Oi r551O 51.1IcYOP. AND M4Pf R #5251 5?ATEOF2 2WA NOT VALID 1Y1TIIO1 Fs6NAA%R AND Elf 0K1&3 b41 V4T5rT 5fA1 cr A FLORIDA MF55101VAL 5LIRVPYO2ANV 4 APPT LICENSES BUSINESSM,2439 PARCEL 802 AVIAILIM GIEFIA AND ASSOCY1 TEA C. ENGINEERS -SURVEYORS & MAPPERS - 13960 ST11 471h SE ML4M FLOB1D4 33175 PHONE (305) . 21-6210 FAX pm) 221-1295 'F Er 1,RctEC3• 51{t7G_Y & LEVI_ DES CRIF% Na: 2511562 DAIS 05-25-07 DF£AN Pn CEA. SCALE N'A S8'? 3 OF 3 COMPOSITE EXHIBIT E Parcel 803 Sketch and Legal 07PE.11-04/93 This instrument prepared by, or under the direction of, D, Michael Schloss, Esq, District General Counsel State of Florida Department of Transportation 1000 N,W,11 I"' Avenue Miarni, Florida 33172 September 14, 2006 NE Parcel No, ; 803.1R(05-29.07) Item/Segment No. 2511 562 Managing District 6 PERPETUAL EASEMENT THIS EASEMENT Made the _ day of , 20 ,,, by M1AMVIIHDADE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WITNESSETH That the grantor for and in oonsideration of tho sum of One Dollar and other valuable considerations paid, the receipt and sufficiency of which Is hereby acknowledged, hereby grants unto the grantee, its successors and assigns, a perpetual easement for the purpose of constructing and maintaining a Continuation or the tunnel envelope from the previous easement (panel 802) as described in State Road Project 2511562, Port of Miami Tunnel) from existing roads to proposed tunnel portals in, over, under, upon and through the following described land in Miami -Dade County, Florida, viz: Parcel 803 FIN No, 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miami Dade County, Florida, being more particularly described as follows; Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T, sta. 25+50 on the "Official Map of Location and Survey ofa portion of notion 8706, designated as part of State Road A-1-A in Miami Dade County, Florida", prepared by the State•Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records ofMiami Dade County, Florida; thence S30°08'34'E along the centerline of' General Douglas Mao Arthur Causeway for 876.71 foot; thence 859°51'26"W for 262,31 feet to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature ofa circular curve concave to the southwest and having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the aro of said curve to the right with a radial bearing of S73°55'56"W and through a central angle of20°44'50" tbt' an are distance of335,32 feet to the point of tangency; thence 804°40'46"W for 52,91 feet to the point ofeurvattire ofa circular curve concave to the northwest having a radius of 500.00 feet; thence southwesterly along the are of said curve to the right and through a central angle of 18'06'44" for an arc distance of 158,06 feet to the point of tangency; thence S2'2°47'31 "W for 838,96 feet to the point of curvature ofa circular curve concave to the northeast having a radius of 1033,00 feat; thence southwesterly, southerly, and southeasterly along the aro of said curve to the lett and through a central angle of47°02'23" kbr an are distance of 848,09 feet to the POINT OF BEGINNING ofa parcel of land hereinafter described; thence 879°59'41"E for 84.40 feet to the point of ourvature ofa circular curve concave to the northeast having a radius of 400.00 feet; thence southeasterly along the aro of said curve to the left and through a central angle of 14°50'43" for an arc distance of . 103.64 feet to the point of compound curvature with a circular curve concave to the northwest having a radius of 100,00 feat; thence northeasterly along the arc of said curve to the left and through a central angle of 63°0722" for an arc ctistanoe of 110,17 feet to the point of tangency; thence N22°02`21 "E for 55.17 feet to the point of curvature ofa oiroular curve concave to titenortheast having a radius of 911.00 feet; thence southeasterly along the aro ofsaid curve to the left with a radial bearing ofN59°54'50"E and through a central angle of 29' 13'3 8" loran arc distance of 464,71 feat to the point of tangency; thence S59°18'47"E for 567.01 foot; thence S29°42'34"W for 35.68 feet to a point on a circular curve concave to the northeast having a radius of3963.25 feet; thence southeasterly along the arc of said curve to the left with a radial bearing of N29°42'34"E and Through a oenlral angle of 2°57 ;56" for an aro distance of 205,13 feet to a point on said curve; thence S26°44'38 "W for 52,00 foot to e point on a circular curve concave to the northeast having a radius of4015,25 feet; thence northwesterly along the arc of said curve to the right with a radial bearing ofN26°44'38"E and through a central angle of3°56'35" for an arc distance of276.33 feet to the point of tangency; thence N59°18'47"W for 38.07 feet; thence S25°06'53"W for 137,80 feet; thence N63°54'27"W for420.50 feet; thence S26°05'33"W for 36.25 feet; thence N63°54'27"W for 30.34 foot to the point of curvature ofa oiroular curve concave to the northeast having a radius of 1033,00 feet; thence northwesterly along the aro of said curve to the right and through a central angle of 39°39'34" for an aro distance of 715.03 feet to the POINT OF BEGINNING. Said lands containing 6.83 acres more or less. 1 of 3 TO HAVE AND TO HOLD the same unto said granted, its successors and assigns forever. IN WITNESS WHEREOF, , the said grantor has caused these presents to be executed in its name by its Hoard of County Commissioners acting by the Chairperson or Vice.Chairperson or said Hoard, the day and year aforesaid. ATTEST: Miami -Dade County, plotida, 13y its 13oard of County Commissioners Clerk Or Deputy Clerk) of the Circuit Court (Affix County Seal) )3y: Its Chair (or Vice•Clrair) STATE OFFLORIDA COUNTY OF MIAMI-DADS (Address) The foregoing instrument Was acknowledged before me this day of 20, by , Chairperson (or Vice -Chairperson), Who is personally known to me or who has produced as identification. (Signature orperson taking acknowledgment) (Type, print or stamp namo under signature) Title or rani< and sarial number, if any: 2 of 3 Clerk (or Deputy Clerk) of the Circuit Court PE,12 This instrument prepared by, or under the direction of', D, Michael Schloss, Esq. District General Counsel State of Florida Department of Transportation 1000 NM, 1111h Avenue Miami, Florida 33172 September 14, 2006 - NE Parcel No. : 803.1R(0$-29-07) Item/Segment No. ; 2511562 Managing District ; 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted; WHEREAS, the State of Florida Department ofTransportation proposes to construct or improve State Road No. A-1-A, Section No. 2511562, in Miami4hade County, Florida; and WHEREAS, it is necessary that an easement across certain lands now owned by MIiAMI-PADS County, be acquired by the State of Florida Department of Transportation; and WHEREAS, said use is it; the best interest of the County; and WHEREAS, the State of Florida Department of Transportation has made application to said County to execute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for tho purpose of constructing and maintaining a Continuation of the tunnel envelope from the prevtous easement (parcel 802) as described In State Road Protect 2S11562, Port of Miami Tunnel) from, existing roads to proposed tunnel portal's, and said request 'having been duly considered, NOW THEREFORE, BE IT R.I3SOt,VED by the Board of County Commissioner of Miami -Dade, County, that the application of the State of Florida Department of Transportation for a perpetual oasetnent, or easements, is for transportation put -poses which are in the public or community Interest and for public welfare; that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Ivliami•Dade County, should be drawn and executed by this Board of County Commissioners, Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution,be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI.DAD13 I HEREBY CERTIFY that the foregoing Is a true copy of a Resolution adopted by the Hoard of County Cotmnissinners of Miami -Dude County, Florida, at a meeting hold on the day of , 20 ATTEST; Miami -Dade County, Florida, By its Board of County Commissioners (Affix County Seal) ' By: its Chair (or Vice -Chair) (Address) 3 of. 3 Parcel 803 PIN No. 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miaini Dade County, Florida, being more particularly described as follows: . Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T, sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miami Dade County, Florida; thenoe 330908'34'E along the centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence 559951'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mae Arthur Causeway, 'said point also being the point of curvature of a circular ourve concave to the southwest and having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the are of said curve to the right with a radial bearing of 373°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence 304°40'46"W for 52.91 feet to the point of curvature of a circular curve ooneavo to the northwest having a radius of 500,00 feet; thence southwesterly along the arc of said curve to the right and through a central angle of 18°06'44" for an arc distance of 158.06 feet to the point of tangency; thence 322°47'31 "W for 838,96 feat to the point of curvature of a circular curve concave to the northeast having a. radius of 1033.00 feet; thence southwesterly, southerly, and southeasterly along the arc of said curve to the left and through a central angle of 47°02'23" for an arc distance of 848,09 feet to the POINT OF • BEGINNING of a parcel of land hereinafter described; thenoe 379959'4F E for 84.40 feet to the point of curvature of a circular curve concave to the northeast having a radius of 400.00 feet; thence southeasterly along the arc of said curve to the left and through a central angle of 14°50'43" for an arc distance of 103.64 feet to the point of compound curvature with a circular curve concave to the northwest having a radius of 100,00 feet,;• thence northeasterly along the arc of said curve to. the left and through a central angle of 63°07'22" for an arc distance of 110.17 feet to the point of tangency; thence N22°02'21" E for 55.17 feet to the 'point of curvature of a circular curve concave to the northeast having a radius of 911.00 feet; thence southeasterly along the arc of said curve to the left with a radial bearing of N59°54'S0".E and through a central angle of 29°13'38" for an arc distance of 464,71 feet to the point of tangency; thence S59°18'47•"E for 567,01 feet; thence 329°42'34"W for 35.68 feet to a point on a circular curve concave to the • •northeast having a radius of 3963.25 feet; thence southeasterly along the arc of said curve to the left with a radial bearing of N29°42134"E and through a central angle of 2°57'56" for an arc distance of 205.13 feet to a point on said curve; thence S26°44'38"W for 52,00 feet to a point on a circular curve concave to the northeast having a radius of 4015.25 feet; thence northwesterly along the arc of said curve to the right with a radial bearing of N26°44'3 8"E and through a central angle of 3956'35" for an arc distance of 276.33 feet to the point of tangency; thence N59°18'47"W for 38.07 feet; thence 325°06'53"W for 137.80 feet; thence N63°54'27"W for 420.50 feet; thence '326°05'33"W for 36,25 feet; thence N63°54'27"W for 30.34 feet to the point of curvature of a circular curve concave to the northeast having a radius of 1033,00 feet; thence northwesterly along the arc of said curve to the right and through a central angle of 39°39'34' for an arc distance of715,03 feet to the POINT OF BEGINNING, Said lands containing 6,83 acres more or less, RIOT A FIELD SURD}' PARCEL 803 WESTERLY RIGHT OF WAY LINE SURVEYORS REPORT 1. Tff15 .5.KETalA1t Lt7AL.E55C I?fl0.X 00EE5 AUF CON5TIWY A SU. Doi 2. 5F4?1NG5 5tMObrn IffKEONAFFDA5P0 CN Try€5Y57ZN7 NORTti Aft€! fc 4N DATUM 1953 iAWJU51Mt T 1590 F O.TA TZOZ 3. DA:TPIZFPAR D:,MAY 25th, 2007 PKPAI 7FOR' PAR5015 5RINCKEktfOf. LEGEND AC, -ACRES 13 -DELTA L -LENGTH LB - -LICENSED BUSINESS MB -MAP BOOK PB -PLAT BOOK PG -PAGE POB -POINT OE BEGINNING POC -POINT OF COMMENCEMENT PT -POINT OF TANGENCY R -RADIUS STA -STATION S.R. -STATE ROAD LICENSED BUSINESS P_fl_C. P T STA. 25+50 (SECT.8706_ MB 56 f PG_71 P T. STA_ 216+25_58 {FOOT SECT.8705, 2576) FOUND 5/BIRoN ROD CAP STAMPED FDOT 5 R=926-W D=20'44'50" L=335.32` 534-40'46"W 52.91' R�OO.00' D=18'O6'44" L=158.06" MATCHLINE'lAl! 0.2439 m 41,7 a 3 ke SKETCH AND LEGAL DESCRIPRON MANUEL a VERA AND ASSOCIATES, INC EVGJNEERS-SURVEYORS & MAPPERS 13960 SW 47th S7_ Mllnl€I, 17.0RID4 33175 PHONE (305) 221-6210 FAX (305) 221-4295 7YFE LT PEaECT SKETCH & LEGAL CIES JP110 251156Z &UP 05-25-07 GRATER CEA t=21I0' 1OF4 NOT A FIELD SURVEY PARCEL 803 LEG AC. b 1 LB MB PB PG POB POC PT R STA. —ACRES — DELTA —W4CTR —LICENSED B1 SINESs — MAP -BOOK - — PLAT BOOK — PAGE — POINT OF BEGINNING —POINT OF C0}AMERICEIviEt{f —POINT OF TANGENCY —RADIUS —STATION MATCH LINE °Au sn 0> re CV.0 LICENSED 811.5INF;S hra2439 MATCHLINE IBu SKETCH AND LEGAL DESCRIF770A1 Wan GSA AND ASSOCIA1ES C_71PE r a' SKETCH & LEGAL DESGRrPM2V -ENthEERS SURVEYORS &- MAPPERS 13960 47f17 S . A AM 1i0R/DA 33175 - DA72 05-25-07 P1-16:VE (305) 221-62161 FAX (3495) 221-1295 }m rr ar. c. FiT NcL 2511562 r=200' S6E1 - 2.OF4 NOT A FIELD SURVEY PARCEL 803 LE AC. —ACRES I} —DELTA L LB '=cci8 PB PG POB Poc PT R STA. —LENGTH —LICENSED BUSINESS — MAP BOOK —PLAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — PONT OF TANGENCY —RADICES — STATION MATCHLINE N22`02'21-E 55_1r S79'59'41"E &4_4O' 0 14'S0 43" R=400_00. L=103.64' a=6 07 22- R=100.00' L=110.174 0=3239'34' R=1033.00. L=715_03 LIcESE0 BUSPISS N02439 D 29'13'3&' $ 911_00 L=464.71` N63754.27 7 30_34' S26 5 33"W 36:25' N83'54'27'W 421150' N591a 47"W 3a.07' 0=356'35" R=4015.25` i--2 6.33' �2'S7'S6 R=336325. L--205_13` do SKETCH AND LEGAL DESCRPTION o f U L YE A AND ASSOCIA T CS, INC_ ENGINEERS —SURVEYORS P- MAPPERS 1395o S W 47ih S7.' MiAR FLOFJOA 33175 PHONE {305) 221-6210 FAX (305) 221-1295 Tyr PRozez SKETCH & LEGAL DES P210N thyme 2511562 D4E 05-25-07 way R3: CEA. -1 '26G' [JF LEGAL DESCRIPTION: PORTIONS OF SECTION 6, TOWNSHIP 54 5OUTH, RANGE 42 EAST OF MIAMI-DADE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT SHOWN MARKED BY A 5/8" DIAMETER IRON ROD AND CAP S TAIvtrwD DOT, SHOWN P5 P.T. STA_ 25+50 ON THE "OPFIOAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 570G, DESIGNATED AS PART OF STATE ROAD 4 1-A IN MIAMI-DADE COUNTY, FLORIDA% PREPARED BY THE STATE ROAD DEPARTMENT OF THE STATE OF-FL-ORDA, AS RECORDED IN MAP BOOK 5G AT PAGE 7 OF.THE PUBLIC I?.ECORD5 OF 3MIAMI-DADE COUNTY FLORIDA; THENCE 530'05'34'E ALONG THE CEN T ERUNE OF GENERAL DOUGLAS MAC ARTHUJR CAUSEWAY FOR 5 G 7I FEEL; THENCE 359°5 3'20 W FOR 2623 I FEET TO A POINT ON ThE IE WESTERLY IZJGI-IT OF WAY LINE OF SAID GENERAL DOUGL.AS MAC ARTHUR. CAUSEWAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUT# 5T AND HAVING A RADIUS OF 526.00 FEE?; THENCE SOUTHEASTERLY, SOUTHERLY. AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF 5' 73°555 G W AND THROUGH A CENTRAL ANGLE OF 2O 44'50" FOR. AN ARC DISTANCE OF- 335.32 FEET TO THE POINT OF TANGENCY; THENCE 504 40'4GW FOR 52.9 I FEET TO THE POINT OF CURVATURE OF A CfRO Ai . CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 500.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAIL? CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 16 0G'44" FOR AN ARC DISTANCE OF 155_0G FEET TO THE POINT OF TANGENCY; THENCE 522'47'3 I' W FOR 838.9E FEET TO THE FONT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1033.00 FEET THENCE SOUTHWESTERLY, SOUTHERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 47'02'234 FOR AN ARC DISTANCE OF 848.09 FEET TO THE FONT OF BEGINNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THEE+CE 579'59`41 "E FOR 54.40 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TOME NORTHEAST HAVING A RADIUS OF 400_00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 14'50443" FOR AN ARC DISTANCE OF 103.G4 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 100.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGI1 A CENTRAL ANGLE OF G3°07'22" FOR. AN ARC DISTANCE Or E J 0. 17 FEET TO THE POINT OF TANGENCY; THENCE N22'02'21 "E FOR 55.E 7 FLEI TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 91 1.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT WITF: A RADIAL BEARING OF N59'54'50"E AND THROUGH A CENTRAL ANGLE OF 29' 1335' FOR AN ARC DISTANCE OF 4E4.7I FEET TO THE POINT OF TANGENCY; THENCE 553" 18'47"E FOR. 567.01 FcE1; THENCE 523'42'34 W FOR 35.68 FEL1 TO A POINT ON A CIRCULAR. CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 3903.25 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT WITH A RADIAL BEARING Of N29'42`34"E AND THROUGH A CENTRAL ANGLE Of 2°57'5G" FOR AN ARC DISTANCE OF 205.13 FEEL TO A POINT ON SAID CURVE; THENCE 52 ' "I38"til FOR 52.00 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RAD€US OF 40 1 5.25 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF N20°4438"E AND THROUGH A CENTRAL ANGLE OF 3'5035" FOR. AN ARC DISTANCE OF 276.33 FEET TO THE POINT Of TANGENCY; THENCE N39° 18`47"W FOR. 38.07 FEET; THENCE 525'0053'W FOR 137.80 FF i; THENCE N63°54`27W FOR 420.50 FEET; THENCE 52005'33",tit FOR 3G.25 FEET; THENCE N63a54'27W FOR 30.34 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1033.00 FEET; THENCE NORTYWEDTERt Y ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 39°39'34" FOR AN ARC DISTANCE OF 715.03 FEET TO THE POINT OF BEGINNING_ SAID LANDS CONTAINING 5.53 ACRES MORE OR LESS. CEi MCA 17 1i' ZPBYCFPllfrTH4T7iffS5Xfi0-1AliODffCRI DNWA,,SPREP. JLIMOS? AdYDIITCT511PyRid5IONAND !MT ITi5TRUE AA62CORkECT TO Tiff 5.E5T OFMY;G'UOIYLJGf iO BEEF. 0535/07 MAMIE 0 I✓fK4Ir. PRO, .5IONAL 51.1RVEYOR AND P./rAPPFR15291 STATEOfFLO.WA NOT VALID W1TPIOLIT Tit 510NATU?FAID T.Fir °WM R,415F0 5LAL OF A 12.0RIDA P1Off551010,1SlfR'IfYOKAND'MA1'PrX L1Ci:FITS BU. YESS No.2439 PARCEL 803 JEL GVERA A D ASSOCIATES,I C fRGfNEERS-SURiEyoRS & MAPPERS 13950 S:I1' 471h ST. MAX FLORIDA 33175 PHONE . (305) 227-6210 FAQ (395) 221-1295 IWE OFMECZ SOW & LEGAL VE30 PI.'0 2511562 05-25 07 OWN £l- CEA. SCALE S1EET TVA 4Of4 COMPOSITE EXHIBIT F Parcel 804 Sketch and Legal 07-P13,11.04/93 This instrument prepared by, or under rho direction of, D. Michael Schloss, Esq. District General Counsel State of Florida Department of Transportation 1000 N,W, 111a' Avenue Miatni, Florida 33172 January 31, 2007- NE Parcel No. : 894,1(05-29.07) Item/Segment No, ; 2511562 Managing District : 6 PERPETUAL EASEMENT THIS EASEMENT Made the day of , 20 , by MIAIVII-DADIE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WITNESSET1-1; That the grantor for and in consideration of the sum. of Otte )Dollar and other valuable considerations paid, the receipt and sufficiency of which Is hereby aol<nowledged, hereby grants unto the grantee, its successors and assigns, a perpetual easement for the purpose of constructing and maintain a required area for the Operations Support Facility in Dodge Island. The facility includes the Operations Support building; access road and parking area, in, over, under, upon and through the following described land in Miatni-Dario County, Florida, viz; Parcel 804 FIN No. 2511562 Portions of Seaton 6, Township 54 South, Range 42 Fast of Miami Dade County, Florida, being tnoreparticularly described as follows; Continence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T. sta, 25+50 on the "Official Map of Location and Survey ofa Portion of section 8706, designated as part of State Road A-1-A In Miami Dade County, Florida", prepared by the State Road department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miami Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mao Arthur Causeway for 876,71 feat; thence S59°51'26"W for 262.3I foot to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve concave to the southwest having a radius of 926.00 feet; titenoe southeasterly, southerly, and southwesterly along the arc of said curve to the right with a radial bearing of S73°55'56"W and through a central angle of20°44'50" for an aro distance (4335,32 foot to tho point oftangoncy; thence SO4°40'46"W for 52.91' the point of curvature ofa circular curve concave to the northwest having a radius of 500,00 feet; thence southwesterly along the arc of said curve to tho right and through a central angle of 18°06'44" for an, aro distance of 158,06 feet to the point of tangency; thence S22°47'31 "W for 838.96 feet to the point of curvature ofa eiroularcurve concave to the northeast and having a radius of 1033.00 feet; thence southwesterly, southerly, and southeasterly along the aro ofsaid curve to the left and through a central angleof47°02'23" for an aro distance of 848,09 foot to a paint on saki curve; thence S79°59'41 "E for 84.40 foot to the point of tangency ofa circular curve concave to the northeast having a radius of 400.00 foot; thence southeasterly along the arc of said ourve to the left and through a central angle of 14°50'43" for an aro distance of 103,64 feet to the point ofcornpound curvature with a circular curve concave to the northwest having a radius of 100,00 feat; thence northeasterly along the arc of said curve to the left and through a central angle of 63°07'22" for an aro distance of 110,17 feet to the point of tangency; thence N22°02'21 "E for 55,17 feet to the point ofeu vature ofa eiroular curve concave to the northeast having a radius of 911,00 feet; thence southeasterly along the arc of said curve to the left with a radial bearing of N59954'50"E and through a control angle of29° 13'38" for an arc distance of 464,71 foot to the point of tangency; thence 859° 18'47"E for 567.01 feet to the POINT OF BEGIN1NING ofa parcel of land hereinafter described; thence N29°42'34" 3 for 54,18 feet; thence S64°53'59"E for 238,79 feet; thence 861°34'58"E for 134.09 feet to the point of curvature ofa circular curve concave to the southwest having a radius of 286.00 feet; thence southeasterly along the arc ofsaid curve to the right and through a central angle of20°37'28" for an aro distance of 102,95 feet to the point of tangency; thence 840657'27"E for 86,57 feet to the point of curvature ofa circular curve concave to the northeast having a radius of 172.00 feet; thence southeasterly along the arc of said carve to the left and through a central angle of 10°38'00" for an aro distance of31.92 feet to a point on said curve; thence S28°02'09"W for7,35 feet to a point on a circular curve concave to the northeast having a radius of 1987,25 feet; thence northwesterly aiottg the arc of said curve to the right with a radial bearing ofN 17°24'58"L and through a control angle of7°33'49" for an aro distance of 262.34 foot to a point of compound curvature ofa circular curve concave to the northeast having a radius ef3963,25 feet; Mow northwesterly along the aro ofsaid curve to the right and through a control angle of'4°43'46" for au arc distance of 327,14 feet to a point on said curve; thence N29942'34"E for 35,68 feet to the POINT OF BEGINNING, Said lands containing 1,12 acres more or less. 1 of 3 TO HAVE AND TO T-HOLD the sumo unto said grantee, its successors and assigns forover, IN WITNESS 'WHEREOF, OF, tho said grantor has caused these presents to be executed in its name by its Board of County ComtnissIonors acting by the Chairperson or Vice -Chairperson of said Board, tho day and year aforesaid, ATTEST: Miami-Dado County, Florida, I3y its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) 13y: Its Chair (or Vice•Chair) STATE OIL FLORIDA COUNTY OF MIAMI-DADI? (Address) The foregoing instalment was acknowledged before me this day of 20, by , Chairperson (or Vice•Chairperson), who is personalty known to me or who has produced an identification, (Signal -ors of person taking acknowledgment) (Type, print or stamp namo umior signature) Title or rank and serial number, if any, 2 of 3 PB.12 This instrument prepared by, or under the direotion of, D, Michael Schloss, Esq. District General Counsel State of Florida Department of Transportation 1000 N,W, 110 Avenue Miami, Florida 33172 Sanuary 31, 2007 NE ON MOTION of Commissioner Parcel No. : 804,1(05-29.07) Item/Segment No.: 2511562 Managing District : 6 RESOLUTION seconded by Commissioner , the following Resolution was adopted: WHEREAS, the State ofFlorida Department of Transportation proposes to consuuet or improve State Road No, A-1.A, Section No. 2511562, in IVIiantl-Dade County, Florida: and WHEREAS, it is neoessary that an easement across certain lands now owned byMIAMI-DADI: County, be acquired by the State of Florida Department of Transportation: and WHEREAS, said use is in the best interest of the County: and WHEREAS, the State of Florida Department of Transportation has made application to said County to execute and deliver to the State of Florida Department of TtrattsportatIon a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for the purpose for the purpose of constructing and maintain a required area for the Operations Support Facility in Dodge island, The facility includes the Operations Support building, access road and parking area, and said request having bean duly considered, NOW TI-IBREFORE, BE 1T RESOLVED by the Board of Comity Commissioners of Miatni-bade, County, that the appiioation ofthe State of Florida Department of Transportation for a perpetual easement, or easements, is for transportation purposes which are in the publio or community interest and for public welfftre; that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Miami -Dade County, should be drawn and executed by this Board of County Commissioners. Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy ofthis Resolution be forwarded forthwith to the State of Florida Department o rTransportution at Tallahassee, Florida, STATE OF FLORIDA COUNTY OP MIAMI-DADS I HEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting held on the _day of , 20 , ATTEST: Miami -Dade County, Florida, lay its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Allfix County Seal) By: Its Chair (or Vice -Chair) (Address) 3 of 3 Parcel 804 FIN No, 2511562 Portions of Seotion 6, Township 54 South, Range 42 Fast of Miami Dade County, Florida. being more particularly described as follows; Cozrwwace at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as sta, 25+50 on the "Official Map of Location and Survey of a Portion of section 8706, designated as part of State Roacl A-1-A in Miami Dada County, Florida", prepared by the State Road departtnent of the State of Florida, as recorded in Map Book 56 at page 71 of the public iecortls of Miami Dade County, Florida; thence S30°08'34'B along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence 859°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a circular curve concave to the southwest having a radius of 926.00 feet thence southeasterly, southerly, and southwesterly along the arc of said curve to the right with a radial bearing of S73°55'56"W and through a central angle of 20644'50" for an, aro distance of 335.32 feat to the point of tangency; thence $04°40'46"W for 52.91' the point of curvature of a circular curve concave to the northwest having a radius of 500,00 feet; thence southwesterly along the arc of said curve to the right and through a central angle of 1.8606'44" for an aro distance of 158.06 feet to the point of tangency; thence S22°47'31 "W for 838.96 foot to the point of curvature of a circular curve concave to the northeast and having a radius of 1033,00 feet; thence southwesterly, southerly, and southeasterly along the arc of said curve to the left and through a central angle of 47°02'23" for an arc distance of 848,09 feet to a point on said curve; thence S79°59'41"B for 84.40 feet to the point of tangency' of a circular curve concave to the northeast having a radius of 400.00 feet; thence southeasterly along the aro of said curve to the left and through a central angle of 14'50'43" for an arc distance of 103.64 feet to the point of compound curvature with a circular curve concave to the northwest having a radius of 100.00 feet; thence northeasterly along the arc of said curve to the left and through a oentral angle of 63'07'22" for an arc distance of 110.17 feet to the point,of tangency; thence N22602'21 "B for 55.17 feat to the point of curvature of a circular curve concave to the northeast having a radius of 911,00 feet; thence southeasterly along the arc of said curve to the left with a radial bearing of N59654'50"E and through a central angle of 29°13'38" for an arc distance of 464.71 feet to the point of tangency; thence S59° 18'47" B for 567,01. feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence N29642'34" E for 54.18 feet; thence S64°53'59'B for 238.79 feat; thence S61 °34'58" E for 134,09 feet to the point of curvature of a circular curve concave to the southwest having a radius of 286.00 feet; thence southeasterly along the aro of said curve to the right and through a central angle of 20°37'28" for an arc distance of 102.95 feat to the point of tangency; thence S40657'27"B for 86,57 feet to the point of curvature of a circular eurve concave to the northeast having a radius of 172.00 feet; thence southeasterly along the arc of said curve to the left and through a central angle of 10'38'00" for an aro distance of 31,92 feat to a point on said curve; thence S28°02'09"W for 7.35 feat to a point on a circular curve concave to the northeast having a radius of 1987,25 feet thence northwesterly along the arc of said curve to the right with a radial bearing of N17°24'58"B and through a central angle of 7°33'49" for an arc distance of 262,34 feet to a point of compound curvature of a circular curve concave to the northeast having a radius of 3963.25 feet; thence northwesterly along the arc of said curve to the right and through a central angle of 4643'46" for an are distance of 327.14 feet to a point on said curve; thence N29°42'34"E for 35,68 feet to the POINT OF BEGINNING. Said lands containing 1,12 acres more or less. NOT A RR l) SURVEY PARCEL 804 WESTERLY RIGHT OF WAY LINE SURVEYOR'S f7PORT, 440 Q 1 _ 77115 5KFTC11MNO LEGAL PSc1 'PT.7ONVOE5 NOTCONSTITUTE A .5URT/fr tvo 2. BEAA111NG5 SY, Jf W 1-WONAPFBA5W OAI Tit 5Y5TEV: hf0 AMEtWAIII DATUM f 953lAW1/571VENT 1930, fLOR'VA � Z0NC 3. DATE PRPPA D ,MAY 25U4 2007 4_ PREPARED FOR PAR50N5 5R1NG10fl0f LEGEND: AC_ D L LB MB PB PG POB POC PT R STA. -ACRES -DELTA -LENGTH -LICENSED BUSINESS -MAP BOOK -PLAT BOOK -PAGE -POINT OF BEGINNING -POINT GE COMMENCEMENT -POINT OF TANGENCY -RADIUS -STATION -STATE ROAD P_O.C. P_T_ STA 25+50 (SECT.8708. MB 58 JPG_3I P_T_ STA_ 216+25_58 (FOOT SECTB70S, 2578) FOUND 5 j8" IRON ROD OAP STAMPED FOOT 515 t=92s_0Q' L=33s 32` SO4 4Q'46 N 5221' D-78`05' 4 4" L 758.06' MATC1-ELINE "Au L1C&VS D sOWE''S No24.39 SKETCH AND LEGAL DESCRIPTION AMIE GYERA AND ASS !ATES EVaNEERS-SURVEYORS & MAPPERS 13960 SE 47th SE MAK FLORIDA 33175 ALIOAE 015) 221-6210 FAX (om) 221-1295 trrE r1FPRCECZ fEiCif & LI=G4L DESC f1�1 r 2511562 DATE 05-25-07 waxy ar CEA. 3 =250 10r 4 NOT AF SURVEY PARCEL 804 MATCHL€NE "A" LECIVL AG. D L LB MB PB PG POB P0£ PT R STA. n S �ry 1 —ACRES —DELTA —LENGTH —LICENSED BUSINF —MAP BOOK —PLAT BOOK —PAGE —POINT OF BEGINNING -POINT OF COMMENCEMENT —POINT OF TANGENCY —RADIUS —STATION MAtCHL1NE"EY LICENSED BUSINESS No.2439 MATCHUNE N22 2'21 E 55.17' S7$'5941'E 40' D=14'50'43` R=400.00 L=103.64" D=63'07'22' R=100.00` L=110.17 SKETCH AND LEGAL DESCH/I:770N MANUEL GVERA AND A .90=TES LUC EGffif ERS-SL'R ;ORS r-MAPPERS' 13960 SR 47th ST_ M#AK, FLOPJDA 33175 PHONE (305) 221---6210 FAX () .221-1295 TIFF cFPRtEC SKETCH & LEGAL DESCRPIJW ay gaz 2511562 DAlE 05— —07 WAIN BY: CEA. SCALE f =2fiD' gEET 2 .0F 4 NOT AFELDSURVEY PARCEL 804 MATCHLIN C' AC. D L LB MB PB PG POB POC : PT R STA. ACRES - DELTA - LENGTH -LICENSED BUSINESS - MAP BOOK -PLAT BOOK - PAGE -POINT OF BEGINNING -POINT OF COMMENCEMENT - POINT OF TANGENCY - RADIUS - STATION D 4 43'46" R=3963.25" L 327.14' UCFRSED BUSINESS rro-2439 3q sD=733'49" R-188725' L==252 34' D=2a37'28" R=28S.OD' L=102.95' D=1038'00' / R=172.00' / L3192' / & 1 o 1 f { i D=1038'00' 8 ds,A. \ R=172.00' f _efij L 3t92' f i SKETCH AND LEGAL DESCRIPRON N Q to AND ASSOCIATEs, a EN N S-SURVE}VRS & MAPPERS 13960 £W 47117 SE ML X FLORIDA 33175 f'Hl1AiE 0000 221-6210 FAQ () 221-1295 TIDE IiFPRREC% & LECAL DES,^,R7PTCCN ♦a«: 2.11562 Maw BE CEA. 1 1=1OiY j 3 OF 4 DA7E 05-25-07 rd,F sir LEGAL DESCRIPTION: PORTIONS OF SECTION 6, TOWNSHIP 54 SOUTH, RANGE 42 EAST OF MIAM.I-DADE COUNTY, FLORIDA. BE[NG MOP? PARTICULARLY DESCRIBED A5 FOI I Ott COMMENCE AT A POINT SHOWN NLARKED BY A 5/5" DIAMETER IRON ROD AND CAP STAMPED DOT, SHOWN AS P.T. STA_ 25+50 ON THE 'OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 870G, DES#GNATED AS PART OF STATE ROAD A- I -A IN MIAMI-DADS COUNTY FLORIDA', PREPAREDF'REPARED 5Y THE STATE ROAD DEPARTMENT OF THE STATE OF FLORIDA, AS RECORDED IN MAP BOOK 5G AT PAGE 7 f OF THE PUSUC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE 530°05'34'E ALONG THE CEN T i RJWE OF GENERAL. DOUGLAS MAC ARTHUR CAUSEWAY FOR. 876.71 FEET; THENCE 559°5 I'26"W FOR 262.31 FEET TO A PONT ON THE WESTERLY RJG; IT Of WAY SNE OF SAID GENERAL DOUGLAS MAC ARTI iUR CAUSEWAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOU T WEST HAVING A RADIUS OF 92G.00 ?'tt i ; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOU T IIWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT warm A RADIAL BEARNG OF 573°55'50W AND THROUGH A CENTRAL ANGLE OF 20'11'50` FOR AN ARC DISTANCE OF 335.32 FEET TO THE POINT OF TANGENCY; THENCE 504'40'40W FOR 52.9 I' THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 500.00 FEET; THENCE 50UTIiWESI E KLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 15'0044' FOR AN ARC DISTANCE OF 158.00 FEET TO THE POINT OF TANGENCY; THENCE 522°4731 "W FOR 838.9E FEET TO THE POINT OF CURVATURE OF A CIRCULAR. CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1033,00 FEET; THENCE SOUTHWESTERLY, SOUTHERLY, AND SOLF1 HEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 47°02'23' FOR AN ARC DISTANCE OF 848.09 FEET TO A POINT ON SAID CURVE; THENCE 579'5941 "E FOR 54.40 FEET TO THE POINT OF TANGENCY OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING- A RADIUS OF 400.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEE! AND THROUGH A CENTRAL ANGLE OF 14'5043' FOR AN ARC DISTANCE OF 103.01 FEET TO THE POINT OF COMPOUND CURVATURE WITH A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 100.00 FEE ; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 63'0722" FOR AN ARC DISTANCE OF € 0. 17 FEET TO THE POINT OF TANGENCY; THENCE 1122'02'2 I "E FOR 55_ 17 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORT i-IEA_S i }RAVING A RADIUS OF 91 I.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC DE SAID CURVE TO THE LEFT WITH A RADIAL 5EPEING OF N59°54'50"E AND THROUGH A CENTRAL ANGLE OF 29' 13'38' FORAM ARC DISTANCE OF 4C/.7I FEET TO THE POINT OF TANGENCY; THENCE 559°'I547'E FOR 5G7.01 FEET TO THE POINT OF BEGINNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE N29°42'34'E FOR 54. 18 FEET; THENCE 5C1°53'590 FOR 238.79 FEET; THENCE SG i °34'58`E FOR 134.09 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 286.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 20'37'25' FOR AN ARC DISTANCE OF 102_95 FEET TO THE POINT OF TANGENCY; THENCE 540°57'27"E FOR. 5G.57 FEET TO THE POINT OF CURVATURE OF A C1RCUfAP. CURVE CONCAVE TO THEE NORTHEAST HAVING A RADIUS OF 172.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 10'35'00' FOR. AN ARC DISTANCE OF 31.32 FEEET TO A POINT ON SAID CURVE; THENCE 528'0209 V+f FOR 7.35 FEET TO A POINT OM A CIRCULAR CUR.VE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 198725 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING- OF N 17'24'55"E AND THROUGH A CENTRAL ANGLE OF 733 -9° FOR AN ARC DISTANCE OF 22..34 FEET TO A POINT OF COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 3963.25 `-ELT; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 4'4346" FOR AN ARC DISTANCE OF 327.14 FEET TO A POINT ON SAID CURVE THENCE I129°4234"E FOR 35.65 FEET TO THE POINT OF 55GINNING. SAID LANDS CONTAINING I.12 ACRES MORE OR IESS. CEFINFICATIOAA t tiF CbJJrY rnAT Tf1155K€TCMAJV DESCRIPTION WA5 PREPARED 0113E7. (IfYDlgEC5{1P62r5TONAJV r 1ATff 1,5 TRUE AAV COWECTTO Frey T0fNY00141 05EAAID 13Et8F 05/25/07 PROF S/cW L 5IMOICIii AND MApft . i529I STATEOF;71}RD4 _ NOT VALID OUT THESIGNATLI ?A(ND.TfIS00JGWAL R4'5E75E4L Of A 1/0R E4 Of 5Io -51h5T VRAAo WPM . LICENSED BUSINESS tlo.2439 PARCEL 804 1tEL aVERA AND ASSOCIATES, ffila E fNEERS-SUR1fYVRS & MAPPERS 13950 S.W. 47lfi ST Mil; UL{JR& 33175 DPEbFI MCI: SXEfCN & LEGAL 0E50r?iPi1UN BATE B, SCALE PHONE (315) 221-6210 FA (3U5) 221 1295 BMWE7_- CEA. I A SRET 4 OF4 COMPOSITE EXHIBIT G Parcel 805 Sketch and Legal 07-PE.11.04/93 This instrument prepared by, or under the direetton of, D, Michael Schloss, Esq. District General Counsel State of Florida Department of Transportation 1000 N.W. 111 °i Avenue Miami, Florida 33172 December 26, 2006- NE Parcel No. ;805,1(05-29,07) Item/Sogment No. ; 2511562 Managing District ; 6 PERPETUAL EASEMENT THIS EASEMENT Made the day of , 20 , , by MIAMI-DADE COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT O1 TRANSPORTATION, its successors and assigns, grantee. WITNESSETH: That the grantor fbr and in consideration of the sum of One Dollar and other valuable considerations paid, the receipt and sufficiency of which is hereby acknowledged, hereby grants unto the grantee, its successors and assigns, a perpetual easement for the purpose of constructing and maintaining a permanent tunnel envelope to protect the integrity of the tunnel in, over, under, upon and through the following described land in Miami -Dade County, Florida, viz; Parcel 805 FIN No, 2511562 Portions of Section 6,Township 54 South, 1ange 42 East of Miami -Dade County, Florida, being more particularly desoribed as follows; Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part o f State Road A-1-A in Mlami-Dado County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the Pa bile Records of Miami -Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mao Arthur Causeway for 876.71 feet; thence S59°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a elroular curve concave to the Southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the aro of said curve to the Right with a radial bearing of S73°55'56"W and through a central. angle of20°44'S0" for an arc distance of 331.32 feet to the point of tangency; thence 804940'46"W for 52.91 feet to the point of curvature of a elroular curve concave to the Northwest having a radius of 500,00 feet; thence 8euthweeter1y along the arc of said curve to the Right and through a central angle of 18906'44" for an are distance of 158.06 feet to the point of tangency; thenoe S22947'31 "W for 330,69 feet to a point on the southerly limits of the Main Ship Channel as per boundary survey for tentative plat of Watson island -Southwest prepared for the City of Miami and the POINT OF BEGINNING of a parcel of land hereinafter desorlbed; thence S64954'34"E along said southerly limits of the Main Ship Channel for 200,16 feat; thence 822e47'31"W for 330,38 feet to the point of curvature of a circular curve concave to the Southeast having a radius of 911,00 feet; thenoe southwesterly along the arc of said curve to the Left and through a central angle of7°11'53" for an aro distance of 114.45 foot to a point on said curve; thence N64°51'08 "W for 207,35 feet; thence N22°47'31"LT for 444,03 feet to the POINT OF 13EGINNING. Said lands containing 2.05 acres more or less, TO HAVE AND TO HOLD the same unto saki grantee, its successors and assigns forever, 1 o1 3 IN WITNESS WI EREOF the said grantor has caused these presonts to be executed in its name by its Board of County Commissioners soling by the Chairperson or Vice•Chairporson of said Board, the day and year aforesaid, ATTEST: Miami -bade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vico-Chair) STATE ON FLORIDA COUNTY OF MIAMVII-DAD1# (Address) Tito foregoing instrument was acknowledged before me this day of 20 by , Chairperson (or Vice -Chairperson), who is personally known to me or who has produced as identification. (Signataro of person told in aoknowledgtnant) (Typo, print or stamp panto uudor signnturo) Title or rank and social numbor, [rally; 2 of 3 PE,12 This instrument prepared by, Or under the direction of,. D, Ivlicltaol Schloss, Esq, District General Counsel State of Florida Department of Transportation 1000 N,W, 111`h Avenue Miami, Florida 33172 December 26, 2006 - NB Parcel No. : S05.1(05-29,07) Item/Segment No, : 2511562 Managing District : 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissloner , the following Resolution was adopted: WHEREAS, the State of Florida Department of Transportation proposes to construct or improve State Road No, AN1,A, Section No, 2511562, in Miami -Dade County, Florida: and WHEREAS, it is necessaty that an easement across certain lands now owned by MIAMI-DADS County, be acquired by the State of Florida Department of Transportation: and WHEREAS, said use is in the best interest of the County: and WHEREAS, the State of Florida Department of Transportation has made application to said County to execute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for the purpose of constructing and maintaining a permanent tunnel envelope to protect the integrity of the tunnel, end said request having been duly considered. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners ofMiami-Dade, County, that the application of the State of Florida Department of Transportation for a perpetual easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare, that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Miatni-Dada County, should be drawn and executed by this Board of County Commissioners, Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADE I HEREBY CERTIFY that the foregoing 1s a true Dopy of a Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting hold on the day of , 20 ATTEST: Miami -Dade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vice•Cliair) 3 of 3 (Address) Parcel 805 FIN No. 2511562 Portions of Section. 6, Township 54 South, Range 42 Bast of Miami -Dade County, Florida. being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miarni•'Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the Public Records of Miarni,Dade County, Florida; thence S30°08'34'B along the centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence S59°51'26"W for 262,31 feet to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the are of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangency; thence SO4°40'46"W for 52,91 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 500.00 feet; thence southwesterly along the aro of said curve to the Right and through a central angle of 18°06'44" for an arc distance of 158.06 feet to the point of tangency; thence 822°47'31 "W for 330,69 feet to a point on the southerly limits of the Main Ship Channel as per boundary survey for tentative plat of Watson Is1and.Southwest prepared for the City ofMiarni and the POINT OF 13EGINN.1NG of a parcel of land hereinafter described; thence 564°54'34"B along said southerly limits of the Main Ship Channel for 200.16 feet; thence S22°47'31"W for 330.38 feet to the point of curvature of a circular curve concave to the Southeast having a radius of 911.00 feet; thence southwesterly along the are of said curve to the Left and through a central angle of 7°11'53" for an arc distance of 114.45 feet to a point on said curve; thence N64°51'08"W for 207.35 feet; thence N22°47'31"B for 444.03 feet to the POINT OF BEGINNING. Said lands containing 2.05 acres more or less. NOT A FIELD SURVEY PARCEL 805 WESILRLY RIGHT OF WAY UNE S o SURVEYOR'S REPORT` I. 7Th5 5TO-cif AMO LEGAL U f te0NVOF5 NOT CONSTIT T5 A 5U 44o 4s4 t1�` O'4 2 6D..ARWC55t10 w115 NAR55A5517OAT 1:h'f5YS1 ? NOR 1953/A12115TMWNT 15300, r10RJDA OZONE .3 VATf INEFAR.U: IVIAY25t , 2007 4. PA 4 FOK PARSON5 MAICKOZI1Off. 5 5OUIIE L; IIMIT5 Of Tiff MAIN 5tI1P£t1ANN'. L A5 PCB T1 50UNDAZK5URVfYfOK sT 7AT1 DIRTof WALSON f5 1-50UI.f#t4FSTFfPARF0FOR71-!PCIIYOFIif A LE O -DELTA L LB MB PB PG PO8 POC PT R STA. -LENGTH -LICENSED BUSINESS -MAP BOOK -P1AT BOOK -PAGE -POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF TANGENCY - RADIUS — STATION P_0_c_ P_T_ STA_ 25+50 CSECT.8706, 1A3 55 /PG_.71 P 3 STA. 216+25.58 CFDQT SECT_8706, 2576) FOUND 5/81RON ROD CAP STAMPED FDDT R 26.O0' D=2Cr44$[S' L=33�.32' SO4 40'46'Yt 52.91' R=SQD.00` 12.4S-0644' i5a.as' MATCHLINE'A" LICENSED BVSWESS No.2439 SKETCH AND LEGAL DESCRIPTION € t EL GYERA AND ASSOCIATES, NC FV IE€PS-SURVlORS & MAPPERS 13960 SE. 47th 5f_ ML K, FLORIDA 33175 PHO (305) 221-6210 FAX (305) 221-1295 DEPAE SKETCH & LEGAL DESC IPT1 a: 2511562 DATE D5-25 07 DRAW BY GEA 1` 200' 1 OF NOT A REED SURVEY PARCEL 805 LEGENICP L LB PB PG POB - PaoC PT R STA. —DELTA —LENGTH —LICENSED BUSINESS — MAP BOOK —PLAT BOOK —PAGE — POINT OF BEGINNING —PONT OF COMMENCEMENT —POINT OF TANGENCY —RADIUS —STATION MATCHLINE'W RO,B. Q sr- LICEISDD BISIESS Na2439 '4S A gl�y �'LY 4/4 7. iff‘sie/ R=91 LO T D1711`53' L=114.45 SKETCH AND LEGAL DESCRIFWON p NUE_ aVERA AND ASSOCATE ING_ ENGINE S-SUIRVEYi RS .& MAPPERS 13950 S.W 47th ST MiAK FLORIDA 33175 PHONE (305} 221-62111 FAX (305) 221-1295 TYPE rFP eZ- SKETCf, & LEGAL DESCRIPTION flls;No: 2511552 DATE 05--25-197 I SGAE BRAE 311 CE.A 1=200' 2OF3 LEGAL DESCRIPT1 PORTIONS OF SECTION C, TOWNSHIP 54 SOUTH, RANGE 42 EAST OF M AM.I-DADE COUNTY, FLORIDA_ BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS: COMMENCE AT A POINT SHOWN MARKED BY A 5I8' DLAM)=i ER IRON ROD AND CAP STAMPED DOT, 5110M AS T , STA. 25+50 ON THE "OFFICIAL MAP OF LOCATION AND SURVEY OF A. PORTION OF SECTION 870G, DESIGNATED AS PART OF STATE ROAD A 1 A IN MIAMI-DADE COUNTY, FLORIDA',: PREPARED BYTHE STATE ROAD DEPARTMENT OF THE STATE OF FLORIDA, AS RECORDED IN MAP BOOK 5G AT PAGE 71 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE 530'0834`E AL ONC- THE CENTERLINE OF GENERAL DOUGLAS MAC ARTHUI: CAUSEWAY FOR 87E_71 FEET; THENCE 559°5 I'20W FOR 2C2.31 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGLFS MAC ART HUIR CAUSEWAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 92G.00 FEET; THENCE50UTHEASTERLY SOUTHERLY, AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF 573"555G'W AND THROUGH A CENTRAL ANGLE OF 20°44'50` FOR AN ARC DISTANCE OF 335.32 FEET TO THE POINT OF TANGENCY; THENCE 504°4040W FOR 52.S i FEET TO Tl-IE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO 'THE. NORTHWEST HAVING A RADIUS OF 500.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE Off 1 8°06`1:'f" FOR AN ARC DISTANCE OF 158_06 FEET TO THE POINT OF TANGENCY; THENCE 522'47'31'W FOR 330.GO FEET TO A POINT ON THE SOUTHERLY UMITS OF THE MAIN SHIP CHANNEL AS PER BOUNDARY SURVEY FOR TENTATIVE PLAT OP WATSON ISLAND -SOUTHWEST PREPARED FOR THE CITY OF MIAMI AND THE POINT OF BEGINNING OF A PARCEL OF LAND HEREINAFTER DESCRIBED; THENCE SG4°5434'5 ALONG SAID 5DUTI-IERLY LIMITS 01= THE MAIN SHIP CHANNEL FOR 2000.. I o FEET; THENCE. S22°473 I'W FOR 330.38 FEE TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A RAD1U5 OF Si 1.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 7° 1 1 `53' FOR AN ARC DISTANCE OF 114.45 FEET TO A POINT ON SAO CURVE T'rIENCE N64451'O8W FOR 207.35 FEET; THENCE N22°4731"E FOR 444.03 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 2.05 ACRES MORE OR 1 F55_ CER7IFICA O 11fz&-6rcov-eYTfwTtfl55KETGfI O5GRirp7Oyl-tiASPREPARFOUNDE 1M1YDfi. 511F5 lf5O11 CORRECT TO THE BEST OFIv1YK'010LFVGEAND 3 ST 05/25/07 WAVE G VERA Jr. PROF ES1OP L 5URWYOg ANO M4/T /5251 5TA7E0 ,R_ 1.P17A ler VA!JO WITHOUT TIE 51GINA7URRANND mEORJChiAL R415tO5F L OF A FLOP) PRf?f 51010L.31IRIfYt ?A I) APr' M IICI SE1 BUSINESS No.2439 vD rflAr1T IS 7TUP PARCEL 805 EL a VERA AND ASSOCIATEaINC ENGINEERS -SURVEYORS & MAPPERS 13950 SA 47€h ST MMAK K, FLQR/DA 3.3175 PhVNE (305) 221-6210 FA (305) 221-1295 Irrt OF MITE. ,ETCH & LEGAi DES IP7I N Fili Ko 2511562 )E 0 --25 -07 APARV 4L SCALE N/.� 3 OF 3 COMPOSITE EXHIBIT 11 Parcel 806 Sketch and Legal 071PE,11-04/93 'This instrument prepared by, or under the direction of, D, Mi41tao1 Schloss, Eacl, AiSlrlot General Counsel State of Florida Department of Transportation 1000 N.W 111 °i Avenue Miami, Florida 33172 May 29, 2007 ',NE Parcel No. : 806.1 Item/Segment No. ; 2511562 Managing District : 6 PERPETUAL EASEMENT THIS EASEMENT Made the day of , 20 , by IYIIAMI-DADT?; COUNTY, a political subdivision of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee. WITNESSETI-1; That the grantor for and in consideration of the sum of Ono Dollar and other valuable considerations paid, the receipt and sufficienoy of which is hereby acknowledged, hereby grants unto the grantee, its successors and asSigas, a perpetual easement for the purpose of constructing and maintaining a Cross Passage and Emergency Exits for the Port of Miami Tunnel, in, over, under, upon and through the following described Land in Miami -Dario County, Florida, viz: Parcel 806 FIN No. 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miami.Dade County, Florida. being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T, Ste, 25+50 on the "Official Map of Looation and Survey of a portion of section 8706, designated as part ofState Road A-1-A in Miami -Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the Public Records ofMiatnf .Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence $59°51'26"W for 262,31 feet to it point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the arc of said curve to the Right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an arc distance of 335,32 feet to the point of'tangency; thence SO4°40'46"W for 52,91 feat to the point of curvature of a circular curve concave to the Northwest having a radius of 500,00 feet; thoneo southwesterly along the ar'o of said curve to the Right and through a central angle of 18°06'44" for an arc distance of 158,06 feet to the point of tangency; thence S22°47'31 "W for 838.96 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 1033,00 feet; thernce southwesterly, southerly, and southeasterly, along the arc of said curve to the Deft and through a central angle of 47°02'23" for an am distance of 848,09 feet to a point on said curve; thence S79°59141 "E for 84,40 foot to the POINT OF DI?GTNNINO of a parcel of land hereinafter described; thonce N22°32157"W for 97.35 feet; thence N80°26'47"E for 256,38 feat; thence S16°59122"Wfor 24,95 feet; thence S22°02121' W for 55.17 feet to the point of tangency of a circular curve concave to the Northwest having a radius of 100.00 feet; thence southwesterly along the arc of said curve to the Right and through a central angle of 63°07'22" for an am distance of 110,17 feet to the point of compound curvature of a circular curve concave to the Northeast having a radios of 400.00 feet; thence southwesterly, westerly, and northwcsterlyalong tho arc of said curve to the Right and through a central angle of 14°50'43" for an arc distance of 103.64 feet to the POINT OF BEGINNING. Said lands containing 0.53 acres more or less. TO RAVE AND TO HOLD the same unto said grantee, its suocessors and assigns forever, I of 3 ° ihI WITNESS WHEREOF, the said grantor has caused these presents to be executed in its name by its Beard of County Commissioners acting by the Chairperson or Vice -Chairperson of said Board, the day and year aforesaid, ATTEST: Miami -Dade County, Florida, 13y its Board of County Commissioners Clerk (or Deputy Clerk) elfin) Circuit Court (Affix County Seal) By; Its Chair (or Vice -Chair) STATE OF FLORIDA COUNTY OF MIAMI.OAtE (Address) The foregoing instrument was acknowledged before no this day of 20, . , by , Chairperson (or.Vico-Chairperson), who is personalty known to me or who has products as identification, (Stgnaturo of person taking aoknowlodgmant) (Type, print or stamp time under signufiuo) Titlo or rack and serial number, If any: 2 of 3 P1.12 This instrument prepared by, or under the direction of, D, Michael Sohloss, Esq, District General Counsel State of Florida Department of Transportation 1000 N.W.1I Ph Avenue Parcel No. : 806,1 Miami, Florida 33172 Item/Segment No, ; 2511562 May 29, 2007 » NE Managing District : 6 RESOLUTION ON MOTION ofComtnissioner , seconded by Commissioner the following Resolution was adopted: WHEREAS, the State of Florida Department ofTransportation proposes to oonstntet or improve S tate Road No. A -]-A, Section No, 2511562, in Miami -Dade County, Florida: and WFIER}3AS, It is neeessary that an easement across certain lands now owned byMIAMI-DADE County, be acquired by the State of Florida Department of Transportation; and WFl1i1i11AS, said use is in the best interest of the County: and WHEREAS, the State of Florida Department of Transportation has made application to said County to execute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for the purpose of constructing and maintaining a Cross Passage and Itmergeney Exits for the Fort of Miami Tunnel, and said request having been duly considered, NOW THEREFORE, BE IT RESOLVED by the Board ofCounty Commissioners ofMiarni-Dade, County, that the application of the State of Florida Department of Transportation for a perpetual easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Miami -Dade County, should be drawn and executed by this Board of County Comrissioners, Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded fotthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADI~ I CIBRBBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of County Commissioners of Miami -Dade County, Florida, at a meeting held on the day of , 20 AI"TEST: Miami -Dade County, Florida, By its Board of County Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By; Its Chair (or Vice -Chair) (Address) 3 of 3 Parcel 806 • FIN No, 2511562 Portions of Section 6, Township 54 South, Range 42 East of Miami -Dade County, Florida. being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT shown as P.T. Sta, 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami -Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map l3aok 56 at page 71 of the Public Reoords of Miami -Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence S59°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mae Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926.00 feet; thence southeasterly, southerly, and southwesterly along the are of said curve to the Right with a,radial bearing of 873055'56"W and through a central angle of 20°44'50" for an arc distance of 335.32 feet to the point of tangenoy; thence SO4°40'46"W for 52.91 feet to the point of curvature of a circular curve concave to the Northwest' having a radius of 500,00 feat; thence southwesterly along the are of said ourve to the Right and through a central angle of 18°06'44" for an aro distance of 158.06 feet to the point of tangency; thence 822°47'31 "W for 838.96 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 1033.00 feet; thence southwesterly, southerly, and southeasterly along the are of said curve to the Left and through a central angle of 47'02'23" for an arc distance of 848.09 feet to a point on said curve; thence S79°59'41" B for 84.40 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence N22°32'57"W for 97.35 feet; thence N80°26'47" E for 256.38 feet; thence '816°59'22"W for 24.95 feet; thence 822°02'21"W for 55.17 feet to the point of tangency of a circular curve concave to the Northwest having a radius of 100.00 feet; thence southwesterly ..along the arc of said curve to the Right and through a central angle of 63'07'22" for an arc distance of 110.17 feet to the point of compoundcurvature of a circular curve concave to the ,Northeast having a radius of 400.00 feet; thence southwesterly, westerly, and northwesterly along the aro of said curve to the Right and through, a central angle of 14°50'43" for an are distance of 103.64 feet to the POINT OF BEGINNING, Said. lands containing 0.53 acres more or less, NOT A FIELD SURVEY PARCEL. 806 WESTERLY FIGHT OF WAY LINE__,,,.,\. o "19- SU VEYCFIV REPORT + 1. 171155KFfa-1 AND LfGAL 05CRf 7?DN 17015 NOT G05 T ?A5iJJ VVY 2_ 4ITG55tio Nitf, ON A Rf BA5f0 ON Rif 5Y5?flvf NORM! EKTCAN DA I M 15831A0.1L15TM 15,90, fLCR'DA ZONE 3. OAT _ P, i'A, fk MAY25th_ 2007 4. i? PAPWf0 PAR50A155><fMCKERJIGff LEGEND AU D L LB PR PG POB POG PT R STA. S.R. —ACRES — DELTA —LENGTH —LICENSED BUSINESS —MAP BOOK — PLAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS —STATION —STATE ROAD P.O.C. P T: STA. 25+50 (SECT.H706, 1.6.3 56 /PG..71) P.T. STA. 216+25.5& (FDOT sECT.8706; 2576) FOUND 51& IRON ROD CAP STAMPED FDOT R 26.00. D=2O4450' L5,32` SO4'4O 461iV 5291' R.5oQof' D=18'06-44" L=15&_06` MATCHLNE IJ iL L10ENSV BUSINESS No2433 N> -63 SKETCH AND LEGAL DESCRPHON MAWEL a VERA AND ASSOCIATES, NC BONERS -SURVEYORS & MAPPERS 13960 SE 4707 Si: 6Li4UL ROMA 33175 PHCINE (305) 221-6210 FAX [305) 221-1295 TYPE OF FRaIXE SKETCH & LEGAL DcSCRF2YON Naz 2511562 D 1F. 05-25-07 sc E taukv GE.A_ 1 1=200' 1 £3 3 NOT A r7LD SUR YY PARCEL 806 MATCHLINE "A` AC_ D L LB MB PB PG POB POO PT —ACRES —DELTA — LENGTL-I —LICEI+ISED BUSINESS —MAP BOOK —PLAT BOOK —PAGE — POINT OF BEGINNING — POINT OF COMMENCEMENT —PONT OF TANGENCY —RADIUS STA —STATION 0 c.a 0 S79'59'41'E 84.40' P.O.B. LICENSED 811SINESS 1kt2439 1 P.O.B. D-14'50'43- R=4QO..00' L=103.64' D. E ATi, A„ NOT 1 SCALE Tk=63'o7"22` L11Di7' S1&59'22'YT 24.95' S9a•02'21 Y 55_17 jl SKETCH AND LEGAL DESCRIPTON A UK G ERA AND ASSOCfATES, LWG. DIGINEE?S—SURVEYORS &- MAPPOS 13160 SW 47th ST. b(MM FWI DA 33175 PHONE(30)) 2216210 FAe (3o5) 221-1295 7IPE "PRS I• SEM & LEGAL DESGRIPPON tpv? 2511562 BATE 05-25-07 Marl 0.. SGAte f =2D0' T 2 OF LEGAL DESCRIPTION: - FORTIONS OF SECTION C. TOWNSHIP 54 SOUTH, RANGE 42 EAST OF MLAMI-DASE COUNTY FLORIDA_ BEING MORE PARTICULARLY DESCRIBED A5 1=0LL0W5 . COMMENCE AT A POINT SHOWN MARKED BY A 5/8' DIAMETER IRON ROD AND CAP 51AMPED DOT, SHOWN AS P.T. STTA 25+50 OM THE "OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 570G, DESIGNATED AS PART OF STATE ROAD A 1- A IN Ir11AM-DA171 COUNTY, FLORIDA', PREPARED BY THE STATE EE ROAD DEPARTMENT O, THE STATE OF FLORIDA, A5 PECORDEO IN MAP BOOK 5S AT PAGE 71 OF THE PUBLIC RECORD5 OF M1AAf 1-DADS COUNTY, FLORIDA; T SNCE 530°0834E ALONG THE CENTLRI.INE OF GENERAL DOUGLAS IVLAC ARTHUR. CAUSEWAY FOR 57C_71 FEET; THENCE 559°51'2G'W FOR 2G2.31 Ftt t TO A POINT ON THE WWVEO i ERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGLAS MAC ARTtHUR CAUSEWAY, SAID POINT. ALSO BEING THE POINT OE CURVATURE OF A CIRCULAR. CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS Or 92G.00 FEET; THENCE SOUTHEASTERLY, SOUTHERLY, AND SOUTHWESTERLY ALONG THE ARC Of SAID CURVE TO THE RIGHT W TH A RADIAL BEARING OP 573°5550W AND THROUGH A CENTRAL ANGLE OF 20°4z,05C7 OR. AN ARC DISTANCE OF 335.32 FEET TO THE POINT OF TANGENCY; THENCE 504'40Y4G"W FOR 52.91 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NOR.ThWEST HAVING A RADIUS OF 500.00 Ftti; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIC-SIT Pu'[O THROUGH A C1=N T RAL ANGLE OF 15`0044' FOR AN ARC DISTANCE OF 155.0E FFt-T TO THE POINT OF TANGENCY; THENCE 522'47'31 W FOR 538.9G FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1033.00 I tt i; THENCE SOUTHWESTERLY, HWESTERLY SOUTHERLY, AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT AND THROUGH' A CENTRAL ANGI E OF 47'02'23' FOR AN ARC DISTANCE OF 845.09 FEET TO A POINT ON SAID CURVE; THENCE 579°59Y41 "E FOR 54_40 FIST TO THE POINT OF BEGINNING OF A PAPAL OF LAND 1 EREINAFT ER DSCRISED: THENCE N22°32`57°W FOR 97.35 FEET; THENCE N80°2047‘E FOR 25C.38 FEET; THENCE 5I 0°59'221.1V FOR 24_95 FEET; T -IENCE 522°02'2I'W FOR 55.17 rtt1 TO . THE POINT OF TANGENCY OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 100.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 63°0722" FOR AN ARC DISTANCE OF 1 10.17 FEET TO THE POINT Or COMPOUND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 400.00 FEET; THENCE SOUTI-IWE51 tRLY, WESTERLY, AN€`3. NCRT NW1=5 t5.LY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A C1=NTRR.L ANGLE" OF 14°5043' FOR AN ARC DISTANCE OF 103.G4 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING 0.53 ACRES MORE OR LE55. C TIRCATIO I MEREBYcZJ5If7'T L4.T THi5 S I ANV DESCRIF1IOAW WA5PR5ARED 1 VV Digerf 511f5Yt V AND THAT IT15 NUE ANDL'ORPECt TO Thr Of5T Of MYKNOWLEJGFAND Miff 05I25107 4/Wed rT VS?A Jr. FROr 51 , L 51RVE(OR AAP MAPPfg 9f SAL£ OfftOR1OA NOT UAill3 i44Tr'Oi1TTHE 51,6NAT/MAW 7i`tE0. 1G1VAL RA?S1 1,9fAL Of A nORtl7A flOff:510AIAL5LIRjfiYORAND+VMAf Z LICENSED BUSWESS No.2€39 PARCEL 806 NIEL Q ER4 AND ASSOCIATES, ENGIA'FIRS—SURVEYORS & MAPPERS r39'a SW 47th SE KAM fWRIIGA 33175 PHONE (305) 221-6210 FAX (305) 221-1295 Tr?F OF F OECL- SKETCH LEGAL DESCRIP270/1 seas- .7/A - 3 OF COMPOSITE EXIIIIBZT I Parcel 701 Sketch and Legal 08-TB.13-06/98 This instrument prepared by, or under the direction of, D, Michael Schloss, Esq, Distriot General Counsel State of Florida Department of Transportation 1000 N,W, 111a' Avenue Parcel No. : 701.1R(05-29-07) Miami, Florida 33172 ltem/Segment No.: 2511562 September 7, 2006 - NE Managing District ; 6 TEMPORARY EASEMENT THIS EASEMENT made this day of , 20 , , by and between THE CITY OF MIAMI, a municipality of the State of Florida (the City), granter, and the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, (the Deparnnent) its successors and assigns, grantee. WITNBSSETH that for and in consideration ofthe sum ofone Dollar and other valuable considerations, receipt and suffioicncy ofwhich is hereby acknowledged, the grantor hereby gives, grants, bargains and releases to the grantee, a temporary easement for the purpose of create a construction staging area and handling of soil and other materials, in, upon, over and through the following described hind hi Miarni-Dade County, Florida, described as follows, viz: Parcel 701 FIN No, 2511562 Portions of Watson Island, City of Miami, lying within Section 31, Township 55 South, Range 42 East, Miami Dade County, Florida, being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Sta. 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Roacl A-1-A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as r000rdad In Map book 56 at page 71 ofthe Public Records of Miami Dada County, Florida; thence S30°08'34"E along the oentorline of General Douglas Mao Arthur Causeway for 876.71 feat; thence S59°S1'26"W for 262.31 'feat to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway and the POINT OF BEGINNING of a pareel of land hereinafter described; thonoe along the westerly right of way line of said General Douglas Mac Arthur Causeway for the following described 5 (five) courses; I) thane S83°38108"1J for 46,56 feet to the point ofourvature of a oireular ourve concave to the Southwest having a radius of 227.50 feet; 2) thence southeasterly along the arc of said curve to the Right and through a central angle of 45°28'55" for an arc distance of 180.59 feat to the point of reverse curvature ofa eireularcurve concave to the Northeast having a radius of2723,00 feet; 3) thence southeasterly along the arc of said curve to the Left and through a central angle of 10°53' 18" for an arc distance of 517.47 feat to a point on said curve; 4) thence N43°54'30"E for 26.98 feet to the point of curvature of a circular curve that is concave to the Northeast having a radius of 1975,08 feet; 5) thence southeasterly along the aro of said ourve to the Left with a radial bearing of N43954'09"E and through a central angle of0°43'49" for an are distance of25.17 feet to a point on said curve; thence S31°21'52"W for 118.98 feet to a point on the Dade County Bulkhead Line as recorded in Plat Book 74 at page 4 of the Publio Records of Miami Dade County, Florida; thence N64°58'36'W along said Dade County Bulkhead Line for 853.25 feat; thence N31°21'S2"E for 252,72 feet to a point on the westerly right of way Line of General Douglas Mao Arthur Causeway; thence S83°38'08"E along said westerly right of way line of General Douglas Mac Arthur Causeway for 111,02 feet to the POINT OF BEGINNING. Said lands containing 4,39 acres more or lass, The Department will notify The City with not less than sixty (60) days previously to the beginning of any works in the area, The Department will allow Flagstone Island Gardens to utilize aportion of the easement area for the parking of not more than 100 oars related to their own construction activities, TO HAVE AND TO HOLD the same unto the said party of the second part, its successors and assigns forever, together with immunity unto the said party ofthe second part, its successors and assigns from all claims for damage, if any, arising front or growing out of such Constriction and/or maintenance to the lands, If any, owned by the party of the first part, lying adjacent or contiguous to the lands hareinabovo described and the party of the first part will defend the title to said lands against all parsons claiming by, through or under said party of the first part. THIS EASEMENT shall be for a period of Months commoncing on the date the State of Florida, Department ofTransportation becomes the owner of this easement, 1 of 3 IN WITNESS WHEREOF, the said grantor has enused these presents to be executed in its name by its City Manager, and its seal to be hereto affixed, attested by its City Clerk, the date first above written. ATTEST: The City of Miami Its City Clerk By, City Manager Address STATE OF FLORIDA COUNTY OF MIAMI.DADD The foregoing instrument was aoknowledgtibefore methis day of 20 , by , City Manager, who is personally known to me or who has produced as identification, 08•Tli, l4 ,416/98 (Signature ofporson taking aoknOWlodgment) (Type, print or stamp nano adder sianamra) Title or rank and serial number, if any 2 of 3 This instrument prepared by, or under the direetion of, D, Michael Schloss, Esrl, District General Counsel State of Florida oval' tin ent of Transportation 1000 N.W. 111'1' Avenue Parcel No. 1741.3R(05-29-07) Miami, Florida 33172 Item/Segment No.12511562 September 7, 2006 - NE Managing District 16 RESOLUTION ON MOTION of Comm' stoner , seconded by Commissioner , the following Resolution was adopted; Wli'Eltl?,AS, the State of. Florida Department ofTransportation proposes to construct or improve State Road No, A-14, Section No. 25111562, in Miami -Dade County, Florida: and WHEIWAS, it is necessary thatcertain lands now owned by The City ofMiami, Florida, be used temporarily by the State of Florida Departtent of Transportation: and WHEREAS, said use is in the best interest of the City: and WHEREAS, tho State of Florida Department ofTransportation has made application to said City to execute and deliver to the S tato Of Florida Department ofTransportation a temporary easement, or easements, in favor of the State of Florida Department of Transportation, for the purpose of create a CtrnBtmetion staging area and handling of soil and other materials, and said request having been duly considered. NOW THEREFORE, BE IT RESOLVED by the Board of City Commissioners of The City of Miami, Florida, that the applioation of the State of Florida Department of Transportation for a temporary easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a temporary easement, or easements, in favor of the State of Florida Department of Transportation, in Miami -Dade County, Florida, should be drawn and executed by this Board of City Cotntnissioners. Consideration shall be $:„. BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the Slate of Florida.Departrnent of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADE I HEREBY CERTIFY that the foregoing Is a true copy of a Resolution adopted by the Board of City Commissioners of The City of Miatni, Florida, at a meeting held on the day of , 20 ATTEST: The Board of City of Miami, Florida, By its Board of City Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vice -Chair) (Address) 3ot 3 Parcel 701 FIN No, 2511562 Portions of Watson Island, City of Miami, lying within Section 31, Township 53 South, Range 42 Bast, Miami Dade County, Florida, being more particularly described as. follows; Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T. Sta. 25.50 on the "Offioial Map of Location and Survey of a portion of section 8706, designated as part of State Road A. -I -A in Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map book 56 at page 71 of the Public Records of Miami Dade County, Florida; thence S30°08'34"I: along the. centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence $59°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway and the POINT OF IEGINNING of a parcel of land hereinafter described; thence along the westerly right of way line of said General Douglas Mac Arthur Causeway for the following described 5 (five) courses; 1) thence S83°38'08"B for 46,56 feet to the point of curvature of a circular curve concave to the Southwest having a radius of 227,50 feet; 2) thence southeasterly along the aro of said curve to the Right and through a central angle of 45°28'55" for an arc distance of 180.59 feat to the point of reverse curvature of a circular curve concave to the Northeast having a radius of 2723,00 feet; 3) thence southeasterly along the arc of said curve to the Left and through a central angle of 10°53'18" for an are distanee of 517,47 feet to a point on said curve; 4) thenoe N43°54'30"E for 26.98 feet to the point of curvature of a circular curve that is concave to the Northeast having a radius of 1975.08 feat; 5) thence southeasterly along the arc of said curve to the Left with a radial bearing of N43°54'09" B and through a central angle of 0°43'49" for an arc distance of 25,17 feet to a point on saki curve; thence 831°21'52"W for 118.98 feet to a point on the Dade County Bulkhead Line as recorded. in Plat Book 74 at page 4 of the .Public Records of Miami Dade County, Florida; thence N64°58'36"W along said Dade County Bulkhead Line for 853.25 feet; thence N31°21'52" E for 252.72 feet to a point on the westerly right of way line of General Douglas Mac Arthur Causeway; thence S83°38108"E along said westerly right of way line of General Douglas Mac Arthur Causeway for 111.02 feet to the POINT OF BEGINNING. Said lands containing 4.39 acres more or less. NOT A FELD SURVEY PARCEL 70! LEG : L LB MB PS PG POB P0C PT R STA. S_I_ WESTERLY RIGHT OF WAY LINE —DELTA — LENGTH —LICENSED BUSINESS —MAP BOOK —PLAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS —STATION — STATE ROAD P_O.C_ P.T. STA. 25+50 (SECT.8706, MB 55 /PG..71 P.T. STA. 216-F25.58 (FDOT SECT.8706, 2576) FOUND 5/8"IRON ROD CAP STAMPED FDOT S833S B"E i11_O2 LICENSED BUSINESS Na.2439 s a$� SKETCH AND L EASEMENT TAIre S.s \ N43 5430 2E98 9 R=1975.08* 25.77' 1`21`52'w 118.98" DESCRIPTION MANUEL GliEfiA AND ASSOCIATES, E7NWWNEERS-S1iRI/EYORS & MAPPERS 13950 VZ 471h ST. Mg FLORIDA 33175 PHONE (305) 221-6210 FAQ PD5) 221-1295 f�+ 7r2E OFPRIXECE SKETCH & LEGAL DESCRiPINON FWK 2511552 mJ 05-25-07 DRAWN BY- CEA. r =200' MET 1 OF 2 LPL DCVO PORTIONS OF WATSON ISLAND, CITY Of MIAMI, LYING WITHIN SECTION 31, TOWNSHIP 53 SOUTH, RANGE 42 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT SHOWN MARKED BY A 5/5" D1A METER IRON ROD AND CAP STAMPED FDOT, SHOWN AS P.T. STA. 25=50 ON THE "OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 570G, DESIGNATED AS PART OF STATE ROAD A-1-A IN MIA1v1I-DADS COUNTY, FLORIDA", PREPAP D BY 111E STATE ROAD DEPARTMENT T OF THE STATE OF FLORIDA, AS RECORDED IN MAP 50OK. 5G AT PAGE 7 I OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA; THENCE 530'08'34°E ALONG THE (NTFRUNE Or GENERAL DOUGLAS MAC AK!IiUR CAUSEWAY FOR 87G_7 i FEET; THENCE 559°51'2G`W FOR 2C2.3 I FEL I TO A POINT ON THE WESTERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGLAS MAC ARTHUR. CAUSEWAY AND THE POINT OF BEGINNING OF A PARCEL OF LAND tIEREINAI-fER DESCRIBED: THENCE ALONG THE WESTERLY RIGHT OF WAY LINE OF SAID GENERAL DOUGLAS MAC ARTHUR CAUSEWAY FOR THE FOLLOWING DECCRIBED 5 (FIVE) COURSES; I ) THENCE 583'35108"E FOR 4G_5G FEET TO THE POINT OF CURVATURE OF A. CIRCULAR. CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 227_50 FEET; 2) T11ENCS SOUTf EASTSRLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND THROUGH A CENTRAL ANGLE OF 45'28`55' FOR. AN ARC DISTANCE OF 150-59 FEET TO THE_ POINT OF REVERSE CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 2723.00 FEET; ; 3) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE- TO THE LEFT AND THROUGH A CENTRAL ANGLE OF 10'53` 18' FOR. AN ARC DISTANCE OF 517.47 FEET TO A POINT ON SAID CURVE; 4) THENCE N43'54`30'E FOR. 26.98 FEET TO THE POINT OF CURVATURE OF A CIRCULAR. CURVE THAT IS CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1975.08 FEET; 5) THENCE SOUTH AS ERLY ALONG TtiE ARC OF SAID CURVE TO -THE LEFT WITH A RADIAL BEARING OF N43 54'05-E AND THROUGH A CENTRAL ANGLE OF O'43`45° FOR. AN ARC DISTANCE OF 25.17 FEET TO A POINT ON SAID CURVE; THENCE 531'21 52'W FOR 118.98 FEET TO A POINT ON TIME DADE COUNTY BULKHEAD LINE AS RECORDED 1N PLAT BOOK 74 AT PAGE 4 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE NIGfI458`301,'4' ALONG SAID DADE COUNTY BULKHEAD LINE FOR 853.25 FEET; THENCE N31'21 `52"E FOR 252.72 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GENERAL DOUGLAS MAC ARTHUR CAUSEWAY;; THENCE 583°3505t ALONG SAID WESTERLY RIGHT OF WAY UNE OF GENERAL DOUGLAS MAC ARTHUR CAUSEWAY FOR 1 I 1 .02 FEET TO THE POINT OF BEGINNING_ SAID LANDS CONTAINING 4.39 ACRES MORE OR LESS. SURVEYOR'S C ''OAT I. 77-1155.KeTa1 AND LEGAL Of.50VPTION D(OE5 NOT CON�577iAJTEA�SU�FVEY, rj p Q¢ / R r� ��� pa q p n �q �y 2. 3JaZIATW5.51-1O N-11E EOA A 5A5EL7 01' Thr5 57751 � `i✓V- AM! J AA DAT IA 1 53!A0 :Jilv-EN 1.9 0 I LOXIDA. 5657 ONE 3, DAt=PRfAR.E.l: MAY25i# 2007 4 f7,5'ARfD FORPAP.50 5RJNC!IU10J7 CERTIFICAMiik I 11E' YCE 77 Th4T TIIIS5KETLII ANP i.E5OZ? 70N 11^7,45 PZ.PAREO LizE' et' .91PfCTSUPERVI5!0NANL THAT IT 5 TRUE Altif2 CORP,ECT TOT1E 5f5T Of MYKI[OM.£L 2Alta Ed fff 05725/07 MANb C-. VifRA Jr. f' OFc55I0itiAL 5U�21iffOR AMJMAPP .5291 5E4 0FFORWA tIO 7T-E5104ThJR€AA10 THEO.RIGIA1AL RAISE)S4L OF A 55011AL BURL, Y0r Full M,F.PPfK LiCaso BISuIESS 1&2439 PARCAE. 701 AdANUEL G VB A AND A& OC t7E E CINEERS-SU EYVRS & MAPPERS 13956 SW_ 47th ST.. MIA t, FLORIDA 33175 FRONE (305) 221-6210 FAX (305) 221-1295 7rnE'fY'AEC . ETCWW & LEGAL DESCRIPTION t1a: 2511552 DATE e5-25_6 1 ScuR Ear D a &Y C,EA. I NIA 2 OF 2 COMPOSITE EXHIBIT J Parcel 800 Sketch and Legal 07-PE.I3.04/93 This instrument prepared by, or.underthe direction of, D. Michael Schloss, Esq. District General Counsel Slate of Florida Department of Transportation 1000 N.W. 1116 Avenue Miami, Florida 33172 September 7, 2006 NE Parcel No, ; 800,1R(05-29.07) Item/Segment No, ; 2511562 Managing District ; 6 PERPETUAL EASEMENT THIS EASEMENT Made the day of , 20 by THE CITY OF MIAAINI'I, a municipality of' the Stara of Florida, grantor, to the S'PAT13 OF FLORIDA DEPARTMENT OF TRANSPORTATION, its successors and assigns, grantee, WITNESSETH: That the grantor for and in consideration of the sum of One Dollar and other valuable considerations paid, the receipt and sufficiency of which is hereby acknowledged, hereby grants unto the grantee, Its successors and assigns, a perpetual easement for the purpose of constructing and maintaining a permanent tunnel envelope to protectthe integrity of the Mimi in, over, under, upon and through the following described land in Miami -Dade County, Florida, viz; Parcel 800 FIN No. 2511562 Portions of Watson Island, City of Miami, lying within Section 31, Township 53 South, Range 42 Bast, Mlatni- Dada County, Florida, being more pattioularly described as follows; Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T. Sta. 25+50 on the "Offlcial Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-A in Miami -Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miami -Dade County, Florida; thence 530°08'34'8 along the centerline of General Douglas Mac Arthur Causeway for 876,71 feet; thence S59°51'26"W for 262.31 feet to the POINT OF BEGINNING ofa parcel of land hereinafter described; thence S83°38'0S" B for 46,56 feet to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 227.50 feet and a central angle of 45°28'55"; thence southeasterly along the arc of said curve to the Right to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway for an arc distance of 180,59 feat to a point of reverse curvature of a eiroular curve concave to the Northeast having a radius of 2723.00 feet and a eentral angle of 02°35'23"; thence southeasterly along the arc of said curve to the Left to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway for an arc distance of 123.08 feet to a point on said curve and thapaint of circular curve that is concave to the Northwest having a radius of 1033,00 feet; thence southwesterly along the arc of said curve to the Right with a radial bearing of N88°42'38"W and through 0 central angle of l3°42'49" for an arc distance of 247.25 feet to a point on the Dade County bulkhead line as recorded In Plat Book 74 at page 4 of the public records of Miatni-Dade County, Florida; thence N64°58`36"W along said Dade County bulkhead line for 231,87 feet to a point on a circular eurve that is oonoavc to the Southwest having a radius of 926.00 feet; thence northeasterly, northerly, and northwesterly along the arc of said curve to the Left with a radial bearing of N85°19'14"W and through a central angle of 20°44'52" for an arc distance of 335.32 feet to the POINT OF BEGINNING, Said lands ooutaining 1.79 acres more or less. TO HAVE, AND TO HOLD the saute unto said grantee, its successors and assigns forever, together with innnunity unto the said grantee, its successors and assigns from all claims for damage, if any, arising from ar growing out of such construction and/or maintenance to the lands, if any, owned by the grantor, lying adjacent or contiguous to the lands hereinabove described and the grantor will defend the title to said lands against all persons claiming by, through or under said grantor, IN THE EVENT that the Grantee does not complete construction of the project by July 1, 2015, ar at any time after commencement ofoporation of the Project abandons the Project, the Project Permanent and Temporary Right ofWay granted, conveyed, assigned and transferred by the Grantor by temporary construction easements and perpetual easements shall revert to the Grantor, as applicable, and the parties shall execute and delivery necessary and appropriate instruments and other documents required. l of 3 IN WITNESS WI-IDitE.sOF, the said grantor has caused these presents to be executed In its name by its City ivlanager, and its seal to be hereto affixed, attested by its City Clerk, the date first above written. ATTI3ST: The City of Miami Its City Clerk 13y; City Manager Address STATE OF FLORIDA COUNTY OF M:AMI-DADE The foregoing instnnn.ent was acknowledged before rare this day of 20 , by . City Manager, who 18personally known to meorwho has produced as identification, (Signature of person taking aeknowtedonon1) (Type, print ar atainp uamu under signature) Title or rank and scrim nunthor, if any: 2 of 3 0744E,14 This instrument prepared by, or under the direction of, D, Michael Schloss, Esq. District amoral Counsel State of Florida Department of Transportation 1000 N, W, 11 l 1t' Avenue Miami, Florida 33172 September 7, 2006 - ND Parcel No. $00.1R(05-29-07) Item/Segment No, ; 2511562 Managing District ; 6 RESOLUTION ON MOTION of Commissioner , seconded by Commissioner , the following Resolution was adopted: WHEREAS, the State of Florida Department of Transportation proposes to construct or improve State Road No,'A-i.A, Section No, 2511562, in Miami -Dade County, Florida: and WHEREAS, it is necessary that an easement across pertain lands now owned by The City of Miami, Florida, be acquired by the State of Florida Department of Transportation: and WHEREAS, said use is in the best interest of the City, and WHEREAS, the State of Florida Department of Transportation has made application to said City to exeoute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for the purpose of constructing anti nraintahihtg a permanent tunnel envelope to protect the integrity of the tunnel, and saki request having been duly considered. NOW THEREFORE, BE IT RESOLVED by the Board of City Commissioners of The City of Miami, Florida, that tite application of the State of Florida Departinent of Transportation for a perpetual easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a perpetual easement, or easements, in favorofthe State of Florida Department of Transportation in Miami -Dade County, Florida, should bo drawn and excauted by this Board of City Commissioners. Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to the State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAM1rDAD13 ' I HEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the Board of City Commissioners of Miami, Florida, at a meeting held on the day of , 20 ATTEST: The Board of City of Miami, Florida, 13y its Board of City Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) By: Its Chair (or Vicc•Chair) 3 of 3 (Address) Parcel 800 FIN No. 2511562 Portions of Watson Island, City of Miami, lying within Section. 31, Township 53 South, Range 42 East, Miami -Dade County, Florida, being more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. Stag 25+50 on the "Official Map of Location and Survey of a portion of section 8706, designated as part of State Road A-1-.A in Miatni-Dade• County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miami -Dade County, Florida; thence S30°O8'34'F along the centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence 859°51'26"W for 262,31 feet to the POINT OF BEGINNING of a parcel of land hereinafter described; thence $83°38'08"1 for 46,56 foot to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve conoave to the Southwest having a radius of 227.50 feet and a central angle of 45°28'55"; thence southeasterly along the arc of said curve to the Right to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway for an aro distance of 180,59 foot to a point of reverse curvature of a circular curve concave to the Northeast having a radius of 2723,00 feet and a central angle of 02°35123"; thence southeasterly along the aro of said curve to the Left to a point on the westerly right of way line of said General Douglas Mac Arthur Causeway for an are distanco of 123,08 feet to a point on said curve and the point of a circular curve that is concave to the Northwest having a radius of 1033.00 feet; thence southwesterly along the are of said curve to the Right with a radial bearing of N88°42'38"W and through a central angle of 13°42'49" for an arc distance of 247.25 feet to a point on the Dado County bulkhead line as recorded in Plat Book 74 at page 4 of the public records of Miami -Dade County, Florida; thence N64°58'36"W along said Dade County bulkhead line for 231.87 feet to a point on a circular curve that is concave to the Southwest having a radius of 926,00 feet; thence northeasterly, northerly, and northwesterly along the aro of said curve to the Left with a radial bearing ofN85°'19'14"W and through a central angle of20°44'52" for an arc distance of 335,32. feet to the. POINT OF BEGINNING. Said lands containing 1,79 acres more or less, NOT A HELD SURVEY PARCEL 800 L AC_ L LB MB PB PG POB POC PT STA. sip. WESTERLY RIGHT OF WAY LINE Tin • —ACRES —DELTA — LENGTH —LICENSEE BUSEMEcC —MAP BOOK —PEAT BOOK —PAGE —POINT OF BEGINNING —POINT OF COMMENCEMENT — POINT OF TANGENCY —RADIUS —STATION — STATE ROAD P.O.C.Itr P.T. STA_ 25+50 (SECT.8706, MB 56 /PG._71 P.T. STA. 216+25_58 (FDOT SECT.8706, 2576) FOUND 5/8-IRON ROD CAP STAMPED FDOT LICENSED BUSINESS No.2439 P.O.S. sa3 3O-E 4656` Z185-19.14'W SKETCH AND LEGAL DESCRIPTION GVERA AND ASSOCLATES, INC EMM7NEERS-SURVEYORS & M4PPERS t3950 SE 47M ST MMAK „FLORIDA 33175 PHONE (305) 221-6210 FAX (30305) 221-1295 TYPE OFPR EGT- SKETCH & LE f L DESt ''PRi AWN 2511552 DALE' 05-25-07 MAY Bx CEA. 1=200' 1 VF 2 LPL DESCWO PORTIONS OF WATSON ISLAND, CITY OF MIA:MI, LYING WITHIN SECTION 31 , TOWNSHIP 53 SOUTH, RANGE 42 EAST, MIAMI-DAD COUNTY', FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT SHOWN MARKED BY A 5/5' DIAMETER IRON ROD AND CAP STAMPED DOT, SHOWN AS P.T. STA. 25+50 ON THE 'OFFICIAL MAP OF LOCATION AND SURVEY Of A PORTION Or SECTION 870G, DE5IGNAI tD AS PART OF STATE LOAD A- t -A IN MIAUtI-DADE COUNTY, FLORIDA', PIE'ARED BY THE STATE ROAD DEPARTMENT OF THE STATE OF FLORIDA, AS RECORDED IN MAP BOOK 5G AT PAGE 7 I OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE 530°05'34'E ALONG THE CENTERLINE OP GENERAL DOUGLAS MAC ARTHUR. CAUSEWAY FOR 87G.7 I FEET; THENCE 553'S 1 `2G"\A.' FOR 2G2.3 I FEET 70 THE POINT OF BEGINNING OF A PARCEL OF LAND hEREIN1AFTER DESCRIBED; THTICE 553'3808"E FOR 4GSG FEET TO A POINT ON TIME WESTERLY RIGHT OF WAY LINE OF SAID GENERAL DOUGLAS MAC ARTHUR CAUSEWAY, SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CIRCULAR. CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 227.50 FEET AND A CENTRAL ANGLE OF 45'2555'; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIG1 IT TO A POINT ON THE W ItKLY RIGHT Oi WAY LINE OF SAID GENERAL DOUGLAS MAC ARTHUR, CAUSEWAY FOR AN ARC DISTANCE OF 180.55 FEET TO A POINT OF REF/ERSE CURVATURE Or A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 2723.00 I-rti AND A CENTRAL ANGLE OF 02°35'23"; THENCE SOUTHEASTERLY ALONG THE E ARC OF SAID CURVE TO THE LET TO A POINT ON THE WESTERLY RIGHT Of WAY LINE OF SAID GENERAL DOUGLAS MAC ARTHUR CAUSEWAY FOR AN ARC DISTANCE OF 123.05 FEET TO A POINT ON SAID CURVE AND THE POINT OF A CIRCULAR CURVE THAT 15 CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 1033.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO TIME RIGHT WITIi A RADIAL DEARING OF N55'42'35W AND THROUGH A CENTRAL ANGLE or 13°4240" FOR AN ARC DISTANCE OF 247.25 FEET TO A POINT ON THE DADE COUNTY BULKHEAD UNE A5 RECORDED IN PLAT BOOK74 AT PAGE 4 OF THE PUBLIC RECORDS OF M€IAMI-DADE COUNTY, FLORIDA; THENCE NG4'55`30'W ALONG SAID DADE COUNTY' BULKHEAD UNE FOR 231.87 FEET TO A POINT ON A CIRCULAR. CURVE THAT IS CONCAVE TO THE SOUTHWEST HWES HAVING A RADIUS OF 92G_00 Fi ti ; T NENICE NORTHEASTERLY, NORTHERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE. TO THE LEFT WITH A RADIAL BEARING OF N55` 15' 14' W AND THROUGH A CENTRAL ANGLE OF 20'4452" FOR AN ARC DISTANCE OF 335.32 FEET TO THE POINT OF BEGINNING. SAID LANDS CONTAINING I ,79 ACRES MORE OK I F95, SURVEYORS REPORT: I _ TH15510ETc2T AN° LEGAL Of5CRIITION 120 5 NorT C0NSTJTITEA 5URVEY. 2. 554- MG.5 5JJON/I IIIREON AR 13A.5f0 ON 17IE5Y5TTIMf NORTH AMMRJCAN DATUM 1953/A .1.15TMrENT 1590,, fL0J'JUA EA.STZONE. 3. DATE Pr-P'AR`13 MAY25tli„ 2007 4 P. ARW FOR` PARSON55?JNCK& 1Gff CERTIRCATIOAP I HEROYaRTIFY i 1AT Tfll5 SKfTCh ANUVZ5C?T10NW45 REPARE° !Mfg N:r'°J,C'_EL 5UPfRVr5JBNANLi THAT IT 1.5 772Ur" AND CORRECT TO THE 5E5T OF MY KNOWLEDC-f AND BELIEF. 05I25/07 WOW. G. 15;4 Jr_ P°Orb 5J0'1:4L 5URVEYOR AND MAPPER 15231 5 ATEOf Oh'JJA NOT ✓ALID'Wr771QUTTIE SIGNATURE AND Tiff ORIGINAL R L5.05A 0r A fiORIDA PROff5,5IONAL SU,RVeYORAND MAPf2 Li NSEV BUS1vESS No2439 PAFICEL 800 MANUEL avEs4 AND ASSOCIATES, Ala ENGINEERS -SURVEYORS & MAPPERS 13960 S,Y_ 471b ST. M,4flJ, FLO1i1DA 33175 PHONE- (305) 221-5210 FAX (305) 221-1295 7 acPxrr.ECL SrIETO' & LEGAL DESC7?JP1JcN art 1A 2511562 JA7E 05-25-07 BE cEA. SCALE 1 SHEET NA 2 0F2 COMPOSITE EXHIBIT K Parcel 801 Sketch and Legal 07•Pl~,13-04/93 This instrument prepared by, or under the direction of, D, Michael Schloss, Esq, District General Counsel State of Florida Department of Transportation 1000 N,W, 1111' Avenue Miami, Florida 33172 September 7, 2006 • Nib Parcel No. : 801.1R(05-29.07) Item/Segment No, : 2511562 Managing Disttkt : 6 PERPETUAL TUAL EASEMENT THIS EASEMENT Made the day of , 20 , by THE CITY OF M1AM11, a municipality of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, Its suocessors and assigns, grantee. W1TNESSETI1; That the grantor for and in consideration of the sum of One Dollar and other valuable considerations paid, the receipt and suffieleney of which is hereby acknowledged, hereby grants unto the grantee, its successors and assigns, a perpetual easement for the purpose of constructing and maintaining a permanent tunnel envelope to protect the integrity of the ttmncl in, over, under, upon and through the following described land in Miami -Dada County, Florida, viz; Parcel 801 FIN No, 2511562 Portions of Section 6, Township 54 South, Range 42 East ofMiatni»Dade County, Florida. being store particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P.T. sta, 25+50 on •the "Official Map of Location and Survey of a portion of section 8706, designated as part of state road A•1-A in • Miami Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records ofMiarni Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mac Arthur Causeway for 876.71 feet; thence S59°51'26"W for 262.31 feet to a point on the westerly tight of way line ofsaid General Douglas Mac Arthur Causeway, said point also being the point of curvature of a circular curve euneave to the Southwest having a radius of 926.00 feat; thence southeasterly, southerly, and southwesterly along the arc of said aurve to the right with a radial bearing ofS73°55'S6"W and through a central angle of 20°44'50" for an are distance of335,32 feet to a point on the Dade County Bulkhead Line as recorded in Plat Book 74 at page 4 of the public records of Miami Dado County, Florida; said point also being the POINT OF BEGINNING of a parcel of land hereinafter described; thence S64°58'36"E along said Dade County Bulkhead Line as recorded in Plat Book 74 at page 4 of the public records of Miami Dade County, Florida for 231,87 feat to the point ofcurvature of a circular curve concave to the northwest having a radius of 1033.00 foot; thence southwesterly along the arc of said curve to the right with a radial beating of N74°59'49"W and through a central angle of 7'47' 18" for en arc distance of 140,42 feet to the point of tangency; thonoe 822°47'31 "W for 395,43 foot to a point on the southerly limits of the Main Ship Channel as per boundary survey for tentative plat of Watson Island -Southwest prepared for the City of Miami; thence N64°54'34"W along said southerly limits of the main ship channel for200.16 feet; thence N22°47'31 "E for330,69 feet to the point a f curvature ofa circular curve eonoavo to the northwest having a radius of 500,00 feet; thence northeasterly along the aro of said curve to the left and through n central angle of 18°06'44" for an arc distance of 158.06 feet to the point of tangency; thence N04°40'46" Fl for 52,91 feet to a point on the Bulkhead Line as recorded in Flat Book 74 at page 4 of the public records of Miami Dade County, Florida; said point also being the POINT OF BECGINNING . Said lands containing 2.51 acres more or less, TO HAVE AND TO HOLD the same unto said grantee, its successors and assigns forever, together with immunity nnto the said grantee, its successors and assigns then all claims for damage, if any, arising from or growing out of such construction and/or maintenance to the lands, if any, owned by the grantor, lying adjacent or contiguous to the lands hereinabove deseribecl and the grantor will defend the title to said lands against all persons alahning by, through or under said grantor, IN TFIB EVENT that the Grantee does not complete construction of the project by July 1, 2015, or at any time after commencement of operation of the Project abandons the Project, the Projeot Permanent and Temporary Right of Way granted, conveyed, assigned and transferred by the Grantor by temporary construction easements and perpetual easements shall revert to the Grantor, as applicable, and the parties shall execute and delivery necessary and appropriate Instruments and other documents required. 1.of3 IN WITNESS WHEREOF, OF, the said grantor has caused these presents to be executed in its name by its City Manager, and its seal to be hereto affixed, attested by its City Clerk, the date first above written. ATTEST: The City of Miatni Its City Clerk By: City Manager Address STATE OF FLORIDA COUNTY OE MIAMI.DADE The foregoing instrument was aokstowledged before tnethis day of 20__ by , City Manager, who is personally known to the or who has produced as identification, t77-PE.1 h This inshvrnent prepared by, (Signature of person tnking nokaowledgn nt) (Typo, prim or stomp nnmo under signature) Title or rank and serial number, if any 2 of 3 • or under the direction of, 0. Michael Schloss, Esq, District deneral Counsel State of Florida Department of Transportation 1000 N.W. 111s` Avenue Miami, Florida 33172 September 7, 2006 . NE Parcel No, : 801.1R(05-29.07) Item/Segment No, ; 2511562 Managing District ; 6 RESOLUTION ON MOTION of Commissioner seconded by Commissioner i , the following Resolution was adopted; i WFU33REAS, the State of Florida Department of Transportation proposes to construct or improve State Road No, A -I -A, Section No. 2511562, in Miami -Dade County, Florida; and WHEREAS, it is necessary that an easement across certain lands now owned by The City of Miami, Florida, be acquired by the State of Florida Department of Transportation: and WHEREAS, said use is In the best interest of the City: end WHEREAS, the State of Florida Department fTransportation has trade application to said City to execute and deliver to the State of Florida Department of Transportation a perpetual easement, or easements, in favor of the State of Florida Department of Transportation for tho purpose of construoting and tnaintaining constructing and maintaining a permanent tunnel envelope to protect the Integrity of the tunnel, and said request having been duly considered, NOW THF,REvom, BE IT RESOLVED by the Board of City Commissioners of The City of Miami, Florida, that the application of the State of Florida Department of Transportation for a perpetual easement, or easements, is for transportation purposes which are in the public or community interest and for public welfare; that a perpetual easement, or easements, in favor of the State of Florida Department of Transportation in Miarni Dade, Florida, should be drawn and executed by this Board of City Commissioners. Consideration shall be $ BE IT FURTHER RESOLVED that a certified copy of this Resolution be forwarded forthwith to tite State of Florida Department of Transportation at Tallahassee, Florida. STATE OF FLORIDA COUNTY OF MIAMI-DADE 1 HEREBY CERTIFY that the foregoing is a true copy of a Resolution adopted by the I3oard of City Commissioners of Miami, Florida, at a meeting held on the day of , 20 ATTEST: The Board of City of Miami, Florida, By its Board of City Commissioners Clerk (or Deputy Clerk) of the Circuit Court (Affix County Seal) Ey: Its Chair (or Vice -Chair) (Address) Parcel 801 FIN No. 2511562 Portions of Scotian 6, Township 54 South, Range 42 Bast of Mia►m.i-Dade County, Florida, being ►more particularly described as follows: Commence at a point shown marked by a 5/8" diameter iron rod and cap stamped DOT, shown as P,T, sta, 25+50 on the "Official Map of Location and Survey of' a portion of section 8706, designated as part of state road A-1-A in Miarni Dade County, Florida", prepared by the State Road Department of the State of Florida, as recorded in Map Book 56 at page 71 of the public records of Miarni Dade County, Florida; thence S30°08'34'E along the centerline of General Douglas Mae Arthur Causeway for 876.71 feet; thence S59°51'26"W for 262.31 feet to a point on the westerly right of way line of said General Douglas Mao Arthur Causeway, said point also being the point of curvature of a circular curve concave to the Southwest having a radius of 926,00 feet; thence southeasterly, southerly, and southwesterly along the are of said curve to the right with a radial bearing of S73°55'56"W and through a central angle of 20°44'50" for an are distance of 335.32 feet to a point on the Dade County Bulkhead Line as recorded in Plat Book 74 at page 4 of the public records of Miami Dade County, Florida; said point also being the POINT OF BEGINNING of a parcel of land hereinafter described; thence S64°58'36"B along said Dade County Bulkhead Line as reoorded in Plat Book 74 at page 4 of the public records of Miami Dade County, Florida for 231.8'7 feat to the point of curvature of a circular eurwe concave to the northwest having a radius of 1033.00 feet; thence southwesterly along the arc of said curve to the right with a radial bearing of N74°59'49"W and through a central angle of 7°47'18" for an arc distance of 140.42 feet to the point of tangency; thence S22°47'31"W for 395.43 feet to a point on the southerly limits of the Main Ship Channel as per boundary survey for tentative plat of Watson Island -Southwest prepared for the City of Miami; thence N64°54'34"W along said southerly limits of the main ship channel for 200,16 feet; thence N22°47'31"E for 330.69 feet to the point of curvature of a circular curve concave to the northwest having a radius of 500.00 feet; thence northeasterly along the arc of said curve to the loft and through a central angle of 18°06'44" for an arc distance of 158,06 feet to the point of tangency; thence N04°40'46"B for 52,91 feet to a point on the Bulkhead Line as recorded in Plat Book 74 at page 4 of the public records of Miarni Dade County, Florida; said point also being the POINT OF BEGINNING . Said lands containing 2.51 acres more or less. NOT A FELD SURD PARCEL 801 WESIERLY RIGHT OF WAY LINE SURVEYOR'S OR' REPORT' I. 771155K TCYe AND LEGAL Of5CIPFION 0O 5 Nor CONST/TrITSA SURVEY 2_ 55 PfNG5SHO 4W 'afarARE 5 55D DN HE 5'pt}5T M:NOR211ArMERIC4 .OATVMf 15B. JA13115 rat'/ 1930 L RI A EVJT ZON5 a PATEPR5i'AR : MAY 25 , 2007 d, - PREPARE-1 PAR.50A6 Dg% GKC H.Orf, 5. 50'JT(RLYLlAS75OfMEMIN ;5MMIPClfANN L A5 PER 11157 N ATii,PIATOFWAT5ON15LAND A5 501/ADARY 5LIRVLY FORMOTIVE PLAT OF WAT50115lhN0-50LIMi Pg5'?fOg CFrYC; !Ir,'!AMJ. LEGEND: L €B MB PS PG POB POC PT STA. — DELTA — LENGTH — LICENSED BUSINESS —MAP BOOK — PLAT BOOK — PAGE — POINT OF BEG/ NNING — POINT OF COMMENCEMENT —POINT or TANGENCY —RADIUS — TATION S0 P.O.C. P T. STA. 25+50 (SECT-5705, MB 55 /PC_.71) P.T. STA. 215-625.58 (FDOT SECT.8705, 2576) FOUND 5/51RON ROD CAP STAMPED FDOT 5� R=92S.00` D=20'44'50' L-335.32' N04'40.4S'E 5291' R=500.00 D=1048'44` L=158.08` R=1433.04' D=T4718" L=140.42' SKETCH AND LEGAL DESCRPTION f L a VER4 AND A 'O i TE$ C t nPE c cr SKETCH & LEtt4L DESS( 'JPli°N EAVNE&S-SURIEYORS & MAPPERS ln'rra: 251552 13960 SIB 47th ST dfMM FLOR1DA 33175 Dviv 05-2 —07- s ALE SEET &MESS 1Ia2439 Px (1221-6216 FAX- (305) 221-1295 , e c.E.A. r =2C0' - OF LEGAL DCR' $ F0RTION5 OF SECTION 6, TOWNSHIP 54 SOUTH, RANGE 42 EAST OF Iv11AMI-DADS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT SHOWN. MARKE.D BY A 5I8' DIAMETER IRON ROD AND CAP STAMPED DOT, SHOWN A5 PT_ STA. 25+50 ON THE 'OFFICIAL MAP OF LOCATION AND SURVEY OF A PORTION OF SECTION 8700, DESIGNATED AS FART OF STATE ROAD A-1-A IN IvIJAiMt-DADE COUNTY, FLORIDA°, PREPARED 3Y 111E STATE ROAD DEPARTMENT OF THE STATE OF FLORJDA> AS RECORDED IN MAP BOOK 5G AT ?AGE 71 OF THE PUBLIC RECORDS OF JMIJAMI-DADS COUNTY FLORIDA; THENCE 530°0834 E ALONG THE OENTERINE OF GENERA. DOUGLAS MAC ARTHUR CAUSEWAY FOR 57'0.71 FEET; THENCE 553'5 J'2G1,IFOR 2G2.31 r_t1 TO A POINT ON THE WESTERLY RIGHT OF WAY UNE OF SAID GENERAL DOUGJAS MAC AI TTHUR CAUSEWAY, SAND POINT ALSO BEING THE FOINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 920.00 rEti ; T 3-IENCE SOUTI EASTE Y, SOUTHERLY, AND SOU T HWE5TERLY ALONG THE ARC Or SAID CURVE TO THE RIGHT INiTH A RADIAL BEARING OF 573'55'52° ! AND THROUGH A CEN FAL ANGLE OF 2O'44'50° FOR AN ABC DISTANCE OF 335.32 FEET TO A POINT ON THE- DADE COUNTY BULKHEAD LINE A5 RECORDED IN PLAT BOOK 74 AT PAGE 4 OF THE PUBLIC RECORDS OF MIAMI-DADE COLJNTh', FLORIDA; SAID POINT ALSO BEING THE POINT OF BEGINNING OF A PARCEL OF LAND HEP:EJNAN tR DESCRIBED; THENCE 5G4`563G°E ALONG 5AID DADE COUNTY BULKHEAD UNE A5 RECORDED IN FLAT BOOK 74 AT PAGE 4 OF THE PUBLIC RFCOP.iDS OF MIAMI-DADS COUNTY FLORIDA FOR 23 I .57 FEET TO T11? POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 1033_00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIAL BEARING OF N74 55 49°W AND THROUGH A ..NTIRAL ANGLE OF 7°47J 8° FOR. AN ARC DISTANCE OF I40.42 FEET TO THE POINT OF TANGENCY; THENCE 522°473 I'W FOR 395.43 FEET TO A POINT ON THE SOUTHERLY LIMITS OF H MAIN SHIP CHANNEL AS PER BOUNDARY SURVEY FOR TENTATIVE PLAT OF WATSON ISLAND-SOUTI-MIEST PREPARED FOR THE CITY OF MIAMI; THENCE NG4°54'34°W ALONG SAID SOUTHERLY UM! 15 OF THE ?VAIN SHIP CHANNEL FOR 200.1 GFEET; THENCE N22°4473I T FOR330.09 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 500.00 MET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LLI'I AND THROUGH A ANTRAL ANGLE OF 18`0044` FOR AN ARC DISTANCE OF 158.0G FEET TO THE POINT OF TANGENCY; THENCE N04°40'40°E FOR 52_9 J FEET TO A POINT ON THE BULKHEAD LINE AS RECORDED IN PLAT BOOK 74 AT PAGE 4 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; SAID POINT ALSO BEING THE POINT OF BEGINNING_ SAID LANDS CONTAINING 2.51 ACRES MORE OR LESS. CERCA �` Iif rr( f7FYFIAt THL55 TO 1 AND a5CgiF7.701,1 WAS P.EM ED AVfk'/YDI LT5tRE .5[0YANVTlATITISTRW ANDCaRRECT TO r &&'.5f OfMY.004/1. EANDB?If 05I251O7 MANZ C. VEAAJr. AFOl55510NAL 51.IRi(f00ANDMAPl�Rr5291 STA TEOF;3OPJDA NOT VALID Wit;0fJT E51Gh`ATIA��AND7fORIGNA-1 .415W 554L OF A fl0 IVA PROrTS5IONAL 5URIIEYG? AF D.MAPP?�. LICENSED IrzaV65 Na.2439 801 QJEL aVEI3A AND ASSOCIATES, C. ENGINEERS -SURVEYORS cc MAPPERS 13960 S JY. 47€h Si. WA J, FLORIDA 33175 PPIONE 630.5, 221-6210 FAX- (301 221-1295 77i'E OFPRCI, -c,- SKETCH & LEGAL DESCh'1PY7 FIN Raz 2511562 DA1F. £ -25-07 j PROW CEA. j NjA SaET 2 0•2