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Halstatt Partners, Inc.TO: FROM: DATE: RE: Memorandum Ellie Hoffman Records Technician III Minutes & Records Management J. Keith Gomez Real Property Sp~dia~ist II Real Property Marlagement Department November 20, 2000 Livingston Road Project #60061, Parcel #137A, #737 Grey Oaks Deceleration Lane Please find attached one (1) original 2-Party Agreement, one (1) ori_~inal recorded Easement and one (1) original recorded Temporary Construction Easement for the above referenced project. The Board of County Commissioner of Collier County, Florida approved the acquisition and recordation on June 13, 2000, Agenda Item 16(B)(9). Please contact me if you have any questions or comments at 8991. Thank you. attachments as stated cc: Mitch Riley, Interim Director, Engineering and Construction Management Department, hand delivered 11/09 Tax Appraiser's Office w/attachment Inventory File w/attachments Office of the Real Property Management Department AGREEMENT THIS Agreement, made and entered into this /~ day of ~ , 2000, by and between the Board of County Commissioners, Collier County, Florida, a political subdivision of the State of Florida, hereinafter called the COUNTY, and Halstart Partnership, a Florida General Partnership, its successors and assigns, hereinafter called the DEVELOPER. WITNESSETH WHEREAS, the COUNTY, in compliance with and in fulfillment of COUNTY'S five-year secondary roadway improvement program, is presently constructing a portion of Livingston Road, C.R. 881 highway designated as COUNTY'S Project No. 60061, Livingston Road four laning improvements commencing from Radio Road extending northerly to Golden Gate Parkway, hereinafter called "Highway". WHEREAS, the DEVELOPER, is proposing to construct, reconstruct, or otherwise change a portion of C.R. 881 to provide roadway access to the Grey Oaks Development, said access facilities construction, hereinafter called the "Project"; and WHEREAS, the DEVELOPER desires to compensate and have the COUNTY, on behalf of the DEVELOPER, design, permit and construct the Project concurrently with the COUNTY'S construction contract previously executed for the Highway; and WHEREAS, the COUNTY is agreeable to and desirous and capable of performing, providing, or otherwise undertaking certain design, permitting, construction, and contract administration services for DEVELOPER in connection with the Project. NOW, therefore, in consideration of the promises and mutual covenants hereinafter contained, the COUNTY hereby agrees to perform, provide, or otherwise undertake certain design, permitting, construction, and contract administration services in connection with the Project as outlined below, and both the COUNTY and the DEVELOPER hereby covenant each to the other to implement the Project concurrently with the Highway subject to and in accordance with the COUNTY'S road construction agreement for said Highway and the terms and provisions as hereinafter contained. SECTION I. DESCRIPTION AND LOCATION OF HIGHWAY AND PROJECT 1.01 The Highway which the COUNTY is presently constructing pursuant to the COUNTY'S previously approved five-year secondary roadway program consists of constructing Livingston Road as a four (4) lane two (2) way urban roadway commencing at Radio Road and extending northerly to Golden Gate Parkway. 1.02 The Project is specifically located opposite and adjacent to land held by DEVELOPER within part of Section 25, Township 49S, Range 25E, or approximately at Livingston Road, C.R. 881, station 152 + 52. The planned scope of work for the Project consists of a southbound right turn lane access, northbound left turn lane access and associated drainage work and entrance reconfiguration as more particularly described in the COUNTY'S design plans for Project No. 60061 as designed by Collier County and which shall be amended by COUNTY for the purposes set forth herein. It is understood that said design plans prepared and provided by COUNTY are deemed herein to include appropriate construction drawings, permits, specifications and all other contract documents for DEVELOPER'S Project access improvements. SECTION II. TERMS 2.01 Except as this Agreement may otherwise be terminated, this Agreement shall remain in full force from the date first above written and shall terminate upon the completion of the services and responsibilities performed by the COUNTY and the DEVELOPER to each other's reasonable satisfaction which shall be evidenced in writing. 2.02 The COUNTY or DEVELOPER may terminate this Agreement with reasonable cause prior to the completion of the Project, upon thirty (30) days prior written notice each to the other or as provided in Section 2.03. In the event of such termination by either party, the COUNTY shall be entitled to compensation for the value of services provided, construction performed, and termination costs as actually incurred. 2.03 Project as proposed, except for the entrance reconfiguration shall be primarily maintained by the COUNTY or its assigns with respect to roadway and drainage improvements and by private and/or public utility agencies with respect to any underground and aboveground utilities, all of which may exist within public rights-of-way and/or public or private easements. The DEVELOPER herein agrees to grant or acquire on behalf of the COUNTY at no cost to COUNTY all additional rights-of The way and/or easements required by the COUNTY in order to construct the Project and thereinafter to enable the COUNTY to effectively maintain the Project. Such grant or acquisitions may include permanent easements in perpetuity or temporary construction easements which shall expire and become null upon completion of all work specified by the Project design. In the absence of a formal grant of a permanent easement and/or temporary construction easement by DEVELOPER unto COUNTY, this Agreement shall terminate thirty (30) days after COUNTY's written request for said easements, unless otherwise agreed by COUNTY. 2.04 COUNTY reserves the right at its expense at a future time to restrict movement as part of a future highway improvement to Livingston Road. SECTION III. DEVELOPER's RESPONSIBILITIES 3.01 The DEVELOPER shall assume the cost of designing and constructing the Project. The COUNTY shall provide copies of the plans and specifications for approval by the DEVELOPER. 3.02 The DEVELOPER shall not be responsible for, nor shall DEVELOPER dictate, the means, methods, techniques, sequences or procedures of construction relating to the Project, said responsibility to be that of the COUNTY and/or its contractor for the Highway and the Project. 3.03 The DEVELOPER shall not be responsible for the COUNTY or its contractors complying with OSHA Safety and Health Standards (29 CFR 1926/1920) as authorized by the U.S. Department of Labor, Occupational · Safety, and Health Administration, said responsibility to be that of the COUNTY and/or its contractor for the Highway and the Project. 2 3.04 The DEVELOPER shall not be responsible for obtaining environmental and operational permits for the Project, said responsibility to be that of the COUNTY and/or its contractor for the Highway and the Project. 3.05 The DEVELOPER agrees to assign a representative or agent to the Project during design and construction of the Project so that the COUNTY may effectively coordinate its services with DEVELOPER. In this respect, the DEVELOPER agrees to require its representative or agent to attend regular progress meetings as may be requested by the COUNTY. The DEVELOPER's representative or agent under this Agreement shall be [2>~VI~ -~A3~f~k3 or any other individual, firm or entity that the DEVELOPER recommends to the COUNTY and the COUNTY henceforth approves. Moreover, the DEVELOPER's representative or agent under this Agreement, ~V~(~kI~A3 , shall act as DEVELOPER's contract authority under this Agreement and any directions, instructions, or notifications given such representative or agent by the COUNTY or by the COUNTY'S authorized representative or agent shall be in full force as it given directly to the DEVELOPER. The above notwithstanding, the COUNTY shall endeavor to issue directives, instructions, or notifications relating to the Project jointly to the DEVELOPER and to 'D~VlFD~]~/~(>k3 SECTION IV. COUNTY'S RESPONSIBILITY 4.01 With respect to specific services to be provided to the DEVELOPER by the COUNTY under the terms of this AGREEMENT, the "Anticipated Cost of Project" [ACP] and the "Actual Construction Cost Statement" [ACCS] are deemed to include but shall not necessarily be limited to the following items: 4.011 Roadway and drainage designs including plan reviews and coordination by COUNTY during construction; and, any resultant necessary revisions required by COUNTY, by DEVELOPER, or by utility or environmental agencies. 4.012 Coordination of the Project improvements with environmental permitting agencies and other governing authorities during design and construction of the Project and the Highway. 4.013 Formulation, preparation expended by COUNTY for this Agreement. and administration time 4.014 Reimbursement of the actual costs of constructing the Project, including reasonable and justified additional costs if incurred by the COUNTY directly related to delay and time extensions under the Highway contract caused by or necessitated by the Project work. 4.015 Construction and contract administration time for the Project, expended by the COUNTY on behalf of the DEVELOPER to the extent that such costs are reimbursable to the COUNTY as more particularly specified in 8.03 hereinafter. 4.02 The following specific services will be the obligation of the COUNTY regarding construction and contract administration of the Project: 4.021 Coordinate COUNTY'S design and construction of the Project with DEVELOPER and/or DEVELOPER's agent. 3 4.022 Conduct daily on-site observations of all work to review contractor compliance with the Project plans and specifications, with periodic written progress reports to the DEVELOPER's agent or representative as deemed necessary by the COUNTY and if so required by DEVELOPER. 4.023 Coordinate contract related Project activities with the DEVELOPER's agent or representative. 4.024 Confer with public officials and utility owners in an effort to coordinate work stages. 4.025 Maintain contact with necessary individuals or entities in an effort to assist the DEVELOPER's representative or agent in ensuring that the COUNTY'S Highway contractor is constructing the Project according to COUNTY and DEVELOPER approved plans and specifications. 4.026 Keep a record of construction progress in accordance with accepted standard practice. 4.027 Conduct periodic field measurements and calculate quantities for monthly pay requests and coordinate such measurements and calculations with the DEVELOPER's agent or representative. 4.028 Keep a daily record of on-site observations. 4.029 Administrate, in the form of plans, memoranda, reports, or design clarifications and changes which may be necessary during construction of the Project. If the DEVELOPER approves such changes and the price therefore, the COUNTY shall forthwith prepare Change Order and/or Supplemental Agreement documents as appropriate for DEVELOPER's execution. The above notwithstanding, the DEVELOPER additionally authorizes the COUNTY to prepare, execute and implement minor Change Orders for work changes necessitated by actual field conditions at the Project site to accommodate the approved plans for the Project. Said Change Orders must be issued for work within the physical limits of the Project, and in no event shall the value of any individual Change Order exceed $1,000.00, nor shall the combination of such Change Orders exceed ten (10) percent of the estimated total contract amount for the Project. Additional or extra work not covered by existing COUNTY construction contract unit prices for the Project shall be authorized in writing through a Supplemental Agreement document signed by both the COUNTY and the DEVELOPER. 4.0210 Review and approve shop drawings for conformity with the Project's plans and specifications. 4.0211 Review the Highway contractor's claims for time extensions and extra compensation for the Highway and/or Project, if any, and advise DEVELOPER accordingly of resultant impact to the Project. 4.0212 Correct errors, omissions and deficiencies of a minor nature that appear in the Project plans and specifications during the course of construction with the exception of existing underground or above-ground private utilities. 4.0213 Regularly and periodically examine requests for payment (monthly pay estimates) as submitted to the COUNTY by the COUNTY'S Highway contractor to determine that they are in order for 4 payment and consistent with the contract documents entered into between the COUNTY and the COUNTY'S Highway contractor for the construction of the Project. When such requests are deemed to be in proper order the COUNTY shall certify that to the best of its knowledge, the quality and quantity of work performed is in accordance with the Project Plans and Specifications and shall transmit them for payment to the COUNTY Finance Director as part of the monthly payment processes for the Highway. 4.0214 Obtain required guarantees of contracts and subcontractors, and waivers and releases of claim of lien from persons and firms performing work or providing services on or for the Project. 4.0215 Notify the DEVELOPER if the COUNTY'S contractor's performance is or appears to be behind schedule with regard to the Project. 4.0216 Upon completion of all work associated with the Project, including all Change Orders and Supplemental Agreements thereto, make a final inspection of the Project with the DEVELOPER's agent or representative. 4.0217 Prepare a final Report of Inspection and Certificate of Completion for submission to DEVELOPER for approval and forthwith secure final acceptance of the Project "as-built" from the County's Public Works Engineering Department and other local and state agencies having jurisdiction over the Project. 4.0218 Provide DEVELOPER with amended drawings showing final construction of features including changes made during the course of the Project based on marked-up blueline prints, drawings and other data furnished by the COUNTY'S Highway contractor to the COUNTY. These amended drawings shall be designated as "record drawings", but shall not be certified by the COUNTY. 4.0219 The COUNTY will utilize personnel having adequate qualifications and number in performing its' responsibilities hereunder. 4.0220 It is understood and agreed by the parties that the function of the COUNTY under the terms of this Agreement is to provide specific design, permitting, construction and contract administration services as enumerated heretofore. If the COUNTY'S Highway contractor at any time fails or failed to comply with its contract with COUNTY, then such failure(s) and subsequent compliance shall be the sole responsibility of said contractor, provided however, that if the COUNTY fails or failed to comply with the terms of this Agreement, the COUNTY shall be solely responsible to the DEVELOPER for such failure(s) or non- compliance. If the COUNTY's contractor's failure to comply is a result of the DEVELOPER failing to comply with the terms of this Agreement then the DEVELOPER shall be responsible for such failure or non-compliance. SECTION V. INDEMNIFICATION 5.01 In consideration of ten dollars ($10.00) receipt and sufficiency of which is accepted through the signing of this Agreement by an authorized party or agent, the DEVELOPER shall indemnify and save the COUNTY harmless from any and all claims, liability, losses and causes of actions arising out of any act, error, omission, negligence of the DEVELOPER or its agents or representatives arising from or incident to the DEVELOPER's performance under this Agreement as otherwise provided inspection 4.0220. 5 This provision shall also pertain to any claims brought against the COUNTY by any employee of the named DEVELOPER, any sub-contractor, or anyone directly or indirectly employed by any of them. The DEVELOPER'S obligation under this provision shall not be limited in any way, by the agreed upon contract price [ACP] as shown in this Agreement or the DEVELOPER's limit of or lack of sufficient insurance protection. SECTION VIo 6.01 The COUNTY and the DEVELOPER shall maintain insurance in the minimum amounts and types as required by Florida Law. 6.02 The COUNTY and the DEVELOPER agree that either party may be self-insured on the condition that all self insurance(s) must comply with all state laws and regulations and must meet with the approval of the other party to this Agreement. SECTION VII. REPRESENTATIVES 7.01 The Collier County Public Works Engineering Department, either directly with the DEVELOPER or through duly authorized representatives assigned to the Project by him, shall act as the COUNTY'S contract authority under this Agreement. As the COUNTY'S designed under this Agreement, the Public Works Engineering Department shall also have the authority, with the prior written approval of the DEVELOPER, to extend the scope of work in the Project as heretofore described, up to a value not to exceed 15% of the COUNTY'S actual contract bid price for constructing the Project thus increasing the amount of design, permitting, construction and/or contract administration services beyond that originally contemplated herein. SECTION VIII. MUTUAL COVENANTS 8.01 The COUNTY will endeavor to commence with and complete construction of the Project in accord with the contract time previously established by the Board of County Commissioners for construction of the Highway pursuant to COUNTY Bid No. 99-2990. The work for both the Project and the Highway shall meet the specified standards of the State of Florida Department of Transportation and the COUNTY Transportation Services Division. 8.02 The COUNTY shall provide the DEVELOPER with a statement outlining the anticipated construction cost of the Project [ACP] within ninety (90) calendar days after execution of the road construction Agreement by the parties. The [ACP] shall summarize the estimated lump sum and/or unit prices for required work and construction materials multiplied by the COUNTY'S estimated quantities of said work and materials. The [ACP] represents the COUNTY'S best projection of the probable cost of constructing the Project based on the COUNTY'S design of the Project. 8.03 The DEVELOPER shall pay unto the COUNTY the amount of Forty- seven Thousand Thirty-nine Dollars and 25/100 ($47,039.25), as the escrow deposit [ACP] for construction of the project by the COUNTY within fourteen (14) calendar days after the date of execution of this Agreement. The [CAP] herein includes Forty-one thousand and Two Hundred Sixty-one Dollars and 62/100 ($41,261.62) for payment of the estimated 6 cost of constructing the Project and 14.0% or Five Thousand Seven Hundred Seventy-seven Dollars and 63/100 ($5,777.63) for prepayment of COUNTY'S cost of services pursuant to Article 4.01 and 4.02 above. 8.04 The COUNTY shall provide the DEVELOPER, upon completion of the Project by the COUNTY, with a statement showing the actual construction cost of the Project (hereinafter referred to as "Actual Construction Cost Statement" [ACCS] within thirty (30) calendar days after the construction provided for in this Agreement is completed by the COUNTY and accepted by the DEVELOPER as specified heretofore under Article number 2.01. 8.05 The COUNTY shall reimburse the DEVELOPER for the difference in value between the [ACP] and the [ACCS], if the former amount exceeds the latter amount. The COUNTY shall pay the additional amount to the DEVELOPER within forty-five (45) calendar days after the date on which the construction provided for in this Agreement is completed by the COUNTY and accepted by the DEVELOPER as specified heretofore under Article number 2.01. 8.06 The DEVELOPER shall reimburse the COUNTY for the difference in value between the [ACP] and the [ACCS], if the former amount exceeds the former amount. The DEVELOPER shall pay the additional amount to the COUNTY within forty-five (45) calendar days after the date on which the construction provided for in this Agreement is completed by the COUNTY and accepted by the DEVELOPER as specified heretofore under Article number 2.01. SECTION IX. MISCELLANEOUS 9.01 This Agreement shall be governed by and constructed under the laws of the State of Florida. In the event any litigation is instituted by way of construction or enforcement of this Agreement, the party prevailing in said litigation shall be entitled to collect and recover from the opposite party all court costs and other expenses including reasonable attorney's fees. 9.02 It is understood that this Agreement must be executed by both parties prior to the DEVELOPER and the COUNTY commencing with the work and services described heretofore. 9.03 This Agreement contains the entire understanding between the parties and any modifications to this Agreement shall be reduced to writing and signed by the parties hereto. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their appropriate officials, as of the date first above written. AS TO COUNTY: DWIGHT E. BROCK,' CLERK BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA V 7 AS TO THE DEVELOPER: THE HALSTATT PARTNERSHIP, a Florida general partnership BY:pAUL MARINE~ pursuant to instrument recorded in Official Records Book171~, Page ZZl% STATE OF COUNTY OF The foregoing instrument was acknowledged before me this *-Iq~ day of f~t~l~_C_lq ,2000, by PAUL MARINELLI, AS AUTHORIZED AGENT of Halstaft Partnership, on behalf of said Florida general partnership, who is personally known to me and who/d~ not take an oath. ..... l~iary Public - I ?,% ~-.~ ¢9 [~IV eO'~.M,~.:.'Ot, ;:"PiiqE$ j Printed/Typed or Stamped Name Approved as to form and legal sufficiency: Heidi F. Ashton, Assistant County Attorney h: hg/hfa/agreements-Two Party Agreements-Halstatt Partnership 8 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 LEGAL DESCRIPTION (NOT A SURVEY) PROJECT NO ..... 60061 PARCEL NO ...... 137A FOLIO NO .............................. COMMENCING AT THE SOUTHEAST CORNER OF SECTIO~ 25, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE NORTH 0 DEGREES 22 MINUTES 13 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 25, A DISTANCE OF 1525.13 FEET; THENCE SOUTH 89 DEGREES 37 MINUTES 42 SECONDS WEST, A DISTANCE OF 88.88 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 9 DEGREES 29 MINUTES 02 SECONDS WEST, A DI~STANCE OF 65.58 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE EAST, HAVING A R~DIUS OF 6920.46 FEET, A CENTRAL ANGLE OF 3 DEGREES 06 MINUTES 51 SECONDS, AND A CHORD OF 376.10 FEET BEARING SOUTH 5 DEGREES 33 MINUTES 31 SECONDS EAST; TtlENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 376.15 FEET TO TIlE POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 6890.46 FEET, A CENTRAL ANGLE OF 0 DEGREES 42 MINUTES 00 SECONDS, AND A CHORD OF 84.17 FEET BEARING SOUTH 6 DEGREES 46 MINUTES 03 SECONDS EAST; THENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 84.17 FEET; THENCE NORTH 83 DEGREES 35 MINUTES 03 SECONDS EAST, A DISTANCE OF 15.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 6905.46 FEET, A CENTRAL ANGLE OF 0 DEGREES 42 MINUTES 00 SECONDS, AND A CHORD OF 84.36 FEET BEARING NORTH 6 DEGREES 46 MINUTES 03 SECONDS WEST; THENCE NORTH ALONG SAID CURVE, A DISTANCE OF 84.36 FEET TO THE POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO THE EAST, ttAVING A RADIUS OF 6905.46 FEET, A CENTRAL ANGLE OF 3 DEGREES 38 MINUTES 36 SECONDS, AND A CHORD OF 439.03 FEET BEARING NORTH 5 DEGREES 17 MINUTES 39 SECONDS WEST; THENCE NORTH ALONG SAID CURVE, A DISTANCE OF 439.11 FEET TO TIlE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 0.169 ACRE (7,375 SQUARE FEET), MORE OR LESS. GEORGE R. RICHMOND PROFESSIONAL LAND :~URVEYOR-FL. REG. # 2406 PUBLIC WORKS ENGINEERING DEPARTMENT. COLLIER COUNTY GOVERNMENT COMPLEX 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 SHEET 1 OF 2 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMi TRAIl. NAPLES, FLORIDA 34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY -. 5.119.'237',12':' V S 0"20'02"W fi 88.811' 65.514' I N s~°3s'°3"~ PO.C.S.E. COil. SEC. 25,TWP.49S, RGE. 25E. Cu~'c Delta Angle Radius Arc 'l'angt'm ('lmrd Chord llcarmg I 3°06'51" 10120 46 .17is 15 I 3 O°42'OO" 10105 41~ 84 .l(~ .12 i8 84 th N 6~4( 'O.V' W 4 3°38'31¢' (0)Os 4t~ 4 Iq ] I 21U (, I 4 TO O.t N 5° I 7'30" W GENERAL NOTES 1) P.O.C.: POINT OF GOMMENGEMfiNI 2) P.O.B.: POINI OF BEGINNING 3) SEC. = SfiCIION 4) ~P.: 1OWNSHIP 5) RGfi.: RANGE 6) ~ = RIGHI OF WAY 7) ALL DISIANGHS ARE IN FEET AND DECIMALS IHHREOF 8) NOI VALID UNLESS SIGNED AND SEALED WiTH EMBOSSED SEAL OP A PROFESSIONAL ~ND SURVEYOR NOT TO SGAkE SEPTEMGER 5, 190~ GRI<137A SHEET 2 OF 2 · 33o OFFICE OF CAPITAL PROJECTS EAST TAMIAMI TRAILNAPLES, FLORIDA (94-1) 77,1--8192 34-11 2 PROJECI' NO. PI~OJEC'F PARCEL NO. TAX PARCEL NO, .,LEGAL DESCRIPTION (NOT A SURVEY) COMMENCING AT THE SOUTHEAST CORNEl;[ OF SECTION 25, TOWNSHIP 49 SOUTFI ,RANGE 25 EAST; THENCE NORTH 0 DEGREES 22 MINUTES 13 SECONDS WESTALONG THE EAST LINE OF SAID SECTION 25, A DISTANCE OF 1525.13 FEET; T!tENCE SOUTil 89 DEGREES 10 MINUTES 55 SECONDS WEST, A DISTANCE OF 103.86 FEET TO THE POINT OF BEGINNING; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 6920.46 FEET, A CENTRAl, ANGLE OF 3 DEGREES 38 MINUTES 36 .SECONDS, AND A CHORD OF 439.98 FEET BEARING SOUTH 5 DEGREES 17 MINUTES 40 ,SECONDS EAST; THENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 440.05 FEET TO THE POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO THE WEST, ttAVING A RADIUS OF 6890.46 FEET, A CENTRAL ANGLE OF 0 DEGREES 42 MINUTES 00 SECONDS, AND A CHORD OF 84.18 FEET BEARING SOUTH 6 DEGREES 45 MINUTES 59 SECONDS EAST; THENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 84.18 FEET; THENCE SOUTH 82 DEGREES 11 MINUTES 15 SECONDS WEST, A DISTANCE OF 51.00 FEET; THENCE NORTH 6 DEGREES 25 MlNUTES 51 SECONDS WEST, A DISTANCE OF 160.97 FEET; TttENCE NORTH 83 DEGREES 30 MINUTES 37 SECONDS EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO TItE EAST, HAVING A RADIUS OF 6930.46 FEET, A CENTRAL ANGLE OF 3 DEGREES 01 MINUTE 02 SECONDS, AND A CHORD OF 364.92 FEET BEARING NORTII 4 DEGREES 58 MINUTES 52 SECONDS WEST; THENCE NORTH ALONG SAID CURVE, A DISTANCE OF 364.97 FEET; TIIENCE NORTH 86 DEGREES 31 MINUTES 39 SECONDS EAST, A DISTANCE OF IO.00 FEET TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING o.270 ACRE (11,749.7994 SQUARE FEET), MORE OR LESS. BASIS OF BEARINGS IS TIlE EAST LINE OF SAIl) SECTION 25 BEING NORTII ¢)0 DEGREES 22 MINUTES 13 SECONDS WEST. PARCEL 737 PROFESSIONAL LAND SURVEYOR #2406 OFFICE OF.CAPITAL PROJECTS COLI. IER CONN'FY GOVERNMENF COMPLEX 3301 E ~AMIA~I I'I~AIL NAPLES, FLORIDA 34112 OFFICE OF CAPITAL PROJECTS 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA :34112 (941) 774-8192 SKETCH OF DESCRIPTION NOT A SURVEY (.}OLDEN (JA'I'F, PAI~KWAY o cI c. A. =0°42'00" ~ O C11=439.98 CB=S 5° 17'40" E - C3 A=364.97' G~NE~L NOTE8 l) P.O.C. = POINT OF COMMENCEMENT 2) P.O.B. = POINT OF BEGINNING EASENIENT 3) SEC. = SECTION 4) ~P. = TOWNSHIP 5) RGE. = RANGE - s s'~')~,'~'w _,' ~ SOU'I'I.~AST CORNI~R OF 6) R~ = RIGHT OF WAY SI~C. 25,TWP. 49S,RGE 25E. 7) ALL DI~TANCE~ AR~ IN FEET AND DECIMALS THEREOF 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOSSED ~EAL OF A PROFESSIONAL ~ND SURVEYOR ,SHEET 2 OF 2 ~OT TO SCALA( JUNE ~. LIVINGSTON ROAD FOUR-LANING IMPROVEMENTS 'FROM C.R. 856 TO C.R. 886) ;OLLIER COUNTY PROJECT No. 60061 GREY OAKS ENTRANCE COST ES_TIMATES [1] ITEM DESCRIPTION ! UNIT UNIT PRICE ~ QUANTITY AMOUNT -" Northbound Left Turn Lane I-§ .... $ 1,923.48' " 1.0 $ 1,~3~8- Southbound Right Turn Lane LS $ 854.15 1.0~ $ 854.15 Administration Costs [2] LS $ §~6-~.~0 .... -i-]61-~ 3,000.00 Contingency (0%) 0.0 $ DESIGN SUB-TOTAL i $ 5,777.63 I CONSTRUCTION Southbound Right Turn Lane Construction Surveying LS $ 300.00 . 1.0 $ 300.00 Mobilization LS $ 240.00 t 1.0 $ 240.00 Clearing and Grubbing LS $ 1,500.00 0.2, $ 300.00 Embankment CY $ 10.25 ~ ~4' $ 8,173.35 ...... !Limerock Base (10") SY --~ ~9-0-~ 1,004.7 $ 5,927.73 Subgrade Stabilization (12") SY $ 1.75 1,004.7 $ 1,758.23 Asphalt Pavement (3.5" Thick) SY $ 5.55 956.9 $ 5,310.80 -' Curb and Gutter LF $ 5.75 200.0 $ 1,150.00 .... Stdping i LS $ 150.00 .... 2.0 $ 300.00 Signing / E~' ]$ ._2~]~) ..... -' SBLTL SUB-TOTAL ...... i $ 23,710.10 NorthboundLeft Turn Lane Construction Surveying LS $ 300.00 1.0 $ 300.00 .... Mobilization LS ~ $ 175.00 1.0 $ 175.00 Clearing and Grubbing LS i $ 1,500.00 0.0 $ Embankment CY $ 10.25 277.4 $ 2,843.35 .Limerock Base (10") SY , $ 5.90 832.1 $ 4,909.39 Subgrade Stabilization (12") ~ SY $ 1.75 8~$ ;1']5~.98 A~halt Pavement (3.5" Thick) ? 'S-'Y- $- -'5-'55 I ' 8:~2.1 $ 4,618.16 C~_n~utte~ .... : LF $ 5.75, 399.0 $ 2,294.25 Co~te~al~ (4"th~-(~) ? S~7 $ 11.75 0.0 $ Concrete Pipe (18") i-~F $ '~).20 F 1~0 ...... 302.40 ILS $ 450.00 1.0. $ 450.00 Striping Signing EA $ 130.00 1.0 $ 130.00 , NBRTL SUB-TOTAL $ 17,551.52 Contingency (0%) t ..... ~)-.-0~ $ _ CONSTRUCTION SUB-TOTAL , $ 41,261.62 DESIGN AND CONSTRUCTION TOTAL , $ 47,039,25 :ootnotes: i [1] Estimated cost includes construction of the northbound left turn lane and the southbound right turn lane into Grey Oaks Development on Livingston Road south of Golden Gate Parkway. I [2] Administration cost includes cost of property appraisals, title searches, attorney's fees and Collier County Real Property Management Dept. costs. ]-- ...... ] RCW 1/19/00 PROJECT: Livingston Road PARCEL: Parcel 137A THIS CONVEYANCE ACCEPTED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, PURSUANT TO THE PROVISIONS OF RESOLUTION NO. 96-457 2712279 OR: 2742 PG: 0675 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, 11/09/2000 at 02:37PM DWIGHT E. BROCK, CLERK REC FEE ~2,00 DOC-.?0 ,70 COPIES 9,00 Retn: REAL PROPERTY EXT 899I INTER OFFICE EASEMENT THIS EASEMENT, made and entered into this ~l$t-day of ~'~(4~'£[% ,2000, by THE HALSTATT PARTNERSHIP, a Florida general partnership, whose mailing address is 2600 Golden Gate Parkway, Naples, Florida 34105 (hereinafter referred to as "Grantor") and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301 East Tamiami Trail, Naples, Florida 34112, its successors and assigns (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" are used for singular or plural, as the context requires, and. include all the parties to this instrument and their respective legal representatives, successors and assigns.) WITNESSETH: Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a perpetual, non-exclusive easement, license, and privilege to construct, install, operate and maintain any and all manner of roadway, drainage and utility facilities over, under, across and upon the following described lands located in Collier County, Florida, to wit: See Exhibit "A" Subject to easements, restrictions, and reservations of record. TO HAVE AND TO HOLD the same unto the Grantee together with the right to enter upon said lands and to deposit and/or remove soils, rock and vegetation for the purpose of constructing, installing, operating, and maintaining roadway, drainage and utility facilities thereon. BARRON COLLI~R CO L i EASEMENT - Page OR: 2742 PG: 0676 IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. Signed, sealed and delivered In the presence of: THE HALSTA-I-F PARTNERSHIP, a Florida general partnership Pri tName _ r~ , THOMAS L. TREADWELL, JR. Print Name Witness , Pri ame Witness THOMAS L, TREADWELL, JR. Print Name BY: LLOYD G. HENDRY, HAROLD S. LYNTON, and JULIET C. SPROUL, as Trustees of the Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER. .-~/ .~, L..?. , LLC~YI~¢I-IENDRY, as Trustee//' / HAROLD S. LYNTON, as Trotstee EASEMENT - Page 3 OR: 2742 PG: 0677 Witness . itness "'" ~ Print Name /../<H3'I-IET F_,.~PROUL, a(~ Trustee STATE OF I~0¢~ D/~ COUNTY OF CoLt. T~oing instrument was acknowledged before me this /J~' ~ day of ,2000, by LLOYD G. HENDRY, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) Not'ary Public S,05/~ ~ My Commission Expires: OFFICIAL NOTARY SEAl. SUSA. L .^~'URO 00589484 EASEMENT- Page 4 OR: 2742 PG: 0678 STATE OF COUNTY OF ~The foregoing instrument was acknowledged before me this o~j~' day of ,2000, by HAROLD S. LYNTON, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as ~nfirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Padnership, who is pemonally known to me and who did take an oath. (Seal~ OFF~IALNOTARYSE~'"/ Notau Public ~OfR~ L, _~FgY PUd. SUSAN L MATURO [ My Commission Expires: ~ ~ < CC589434 I ~~ MY ~MM~a EXmRES I OF f~O OCT. 15,2000 I STATE OF COUNTY OF fi"~l... L.. / ~- ,v'l,, The. foregoing instrument was acknowledged before me this ~-.,/&'/'day of /~'(~ , 2000, by JULIET C. SPROUL, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) O?~,~.¥ /::, OFFICIAL NOTARY SEAL ~J~ SUSAN L MATURO ~' _~ ~ C~1ON NUMBER ~ ~ ~ CC589434 ~~ MY ~MI~ EX~RE5 o~ Fvo OCT. la~200_0 Notary Public My Commission Expires: FILE hUi?,BER EASEMENT - Page 5 OR: 2742 PG: 0679 By: HAROLD S. LYNTON, KATHERINE G. SPROUL, and JULIET C. SPROUL, as Trustees for JULIET C. SPROUL under the Will of Barron Collier, Jr., deceased, and as confirmed by Change of Trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probated Records of Collier County, Florida, PARTNER. Witness ~IO~IAS L TR~I)~'~, J'~ Print Name HAROLD S. LYNTON, as Trustee Witness THONIAS L. TREADS, JR. Print Name K,A, THERINE G. SF~RO'UL; ~s Truste,~ OR: 2742 PG: 0680 EASEMENT - Page 6 Witness Witness Print Name STATE OF COUNTY OF instrument was acknowledged before me this// day of .~~oregoing ~ · , 2000, by HAROLD S. LYNTON, AS TRUST~,, 7-or Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. OFFICIAL NOTARY SEAL (S~-a~'Y P°'9~ SUSAN L MATURO I~O~ ~ COMMISSION NUMBER ..~ ~ CC589434 / O~ FvO OCT. 1~,2000 Nota~ryPublic -~{)$/~ /.... My Commission Expires: BARRON COLLISR CO ] EASEMENT - Page ? OR: 2742 PG: 0681 STATE OF COUNTY OF ,~ T~.A.~oregoing instrument was acknowledged before me this o~,/-~'day of ,2000, by KATHERINE G. SPROUL, AS TRUSTEE, for Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. OFFICIAL NOTARY SEAL SUSAN L MATURO CC589434 OCT, ~ ~u Notary Public My Commission Expires: STATE OF COUNTY OF ,~; L.'Li ,.~.~~oregoing instrument was acknowledged before me this ~]'~' day of ,2000, by JULIET C. SPROUL, AS TRUSTEE, for Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. ~Y PO/,,.~ OFFICIAL NOTARY SEAL O~.~ '~'ea~lSA. L MATURO ~ ~ ~ C0589434 ~~ MY ~MI~I~EX~RES Approv,e~ as to f~r _~..= .............= AssistAnt Coun~ Attorney Notary Public Sc;~'A~J k. ~ A'ITJ~o My Commission Expires: LBARRON COLLI~R EXHIBIT "A" ~ of 2 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPI. ES, FLORIDA 34112 (941) 774-8192 LEGAL DESCRIPTION (NOT A SURVEY) PROJ!!CT NO .....60061 PARCFA. NO ......137A FOl.10 NO .............................. COMMENCING AT THE SOUTHEAST CORNER OF SECTIO},t 25, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE NORTII 0 DEGREES 22 MINUTES 13 SECONDS WEST ALONG TIlE EAST LINE OF SAID SECTION 25, A DISTANCE OF 1525.13 FEET; THENCE SOUTIt 89 DEGREES 37 MINUTES 42 SECONDS WEST, A DISTANCE OF 88.88 FEET TO Tile POINT OF BEGINNING; THENCE SOUTIt 9 DEGREES 29 MINUTES 02 SECONDS WEST, A DI;STANCE OF 65.58 FEET TO TIlE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO TIlE EAST, HAVING A RADIUS OF 6920.46 FEET, A CENTRAl, ANGLE OF 3 DEGREES 06 MINUTES 51 SE!CONDS, AND A CIIORD OF 376.10 FEET BEARING SOUTH 5 DEGREES 33 MINUTES 31 SECONDS EAST; TIIENCE SOUTII ALONG SAID CURVE, A DISTANCE OF 376.15 FEET TO TIlE POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO Tile WEST, HAVING A RADIUS OF 6890.46 FEET, A CENTRAL ANGLE OF 0 DEGREES 42 MINUTES 00 SECONDS, AND A CttORD OI5' 84.17 FEET BEARING SOUTll 6 DEGREES 46 MINUTES 03 SECONDS EAST; TBENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 84. 17 FEET; THENCE NORTH 83 DEGREES 35 MINUTES 03 SECONDS EAST, A DISTANCE OF 15.00 FEET TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO TIlE WEST, }lAVING A RADIUS OF 6905.46 FEET, A CENTRAL ANGLE OF 0 DEGREES 42 MINUTES 00 SECONDS, AND A CHORD OF 84.36 FEET BEARING NORTH 6 DEGREES 46 MINUTES 03 SECONDS WEST; THENCE NORTH ALONG SAID CURVE, A DISTANCE OF 84.36 FEET TO THE POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO THE EAST, HAVING A RADIUS OF 6905.46 FEET, A CENTRAL ANGLE OF 3 DEGREES 38 MINUTES 36 SECONDS, AND A CHORD OF 439.03 FEET BEARING NOWI'll 5 DEGREES 17 MINUTES 39 SECONDS WEST; THENCE NORTH ALONG SAID CURVE, A DISTANCE OF 439.]1 FEET TO TIlE POINT O15' liEGINNING; SAID DESCRIBED TIQRCT CONTAINING 0.169 ACRE (7, 375 SQUARE FEET), MORE OR LESS. PREPARED ..~, .... : ...... ¢,_/..:..¢..<. .... :. ................. DATE... ~./?' ./.~. ..... -GEORGE R. RICHMOND PROFESSIONAL LAND S~URVEYOR-FL. REG. # 2406 BARRON C0LLI}:R d0 -1 PUBLIC WORKS ENGINEERING DEPARTMENT. _~_'~'~F"I COLLIER COUNTY GOVERNMENT COMPLEX _ ~ : _ 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 SHEET 1 OF 2 2 of 2 PUBLIC WORKS ENGINEERING DEPARTMENT 3301 EAST TAMIAMI TRAIL NAPI.ES. FI~ORIDA 34112 {941) 7%1-8192 SKETCI-I OF DESCRIPTION NOT A SURVEY 65.5W { 5.00' / ,. SliC. 25,'1wP.49s, ('urve I)dla An~le liadms Are langcm ('hind ('ho~d lienming 4 .t".tg'.l(," {,'){;~ .it, -It,) I I 2 I'} t, { .I IU t} I N 5~1 -I'.l,}" W GENERAL NOTES 1) P.O.C.: POINT OF CO~ENCH~ENI 2) P.O.B. = POINT OF BE6INNIN6 3) SEC. = SECTION 4) NP. = 5) RGE. = ~ANGE 6) ~ = RIGHT OF WAY 7) ALL DISTANCES ARE IN FEET AND DECIMAt. S TttEREOF 8) NOT VALID UNLESS SIGNED AND SEALED WITH THE ~' EMBOSSED SEAL O~ A PROFESSIONAL ~ND SURVEYOR NOT TO SCALE SEPTEMBER 5. 199g GRI(137A SHEET PROJECT: LIVINSSTON ROAD PARCEL: PARCEL 737 THIS CONVEYANCE ACCEPTED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, PURSUANT TO THE PROVISIONS OF RESQLUTION NO, 2712278 OR: 2742 PG: 0666 RECORDED in O~ICIA5 RECORDS of COLLIER COUNTY, ~L 1i/09/2000 at 02:377M DWIGHT E. BROCK. CLERK REC FEE 42.00 DOC-.70 COPIES 9,00 Rein: REAL PROPERTY EXT 899i INTER OFFICE TEMPORARY CONSTRUCTION EASEMENT THIS EASEMENT, made and entered into this ,~1"~ day of J~f~ ,1:9 , by THE HALSTATT PARTNERSHIP, a Florida general partnership, whose mailing address is 2600 Golden gate Parkway, Naples, Florida 34105 (hereinafter referred to as "Grantor") and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301 East Tamiami Trail, Naples, Florida 34112, its successors and assigns (hereinafter referred to as "Grantee"). (Wherever used herein the terms "Grantor" and "Grantee" are used for singular or plural, as the context requires, and include all the parties to this instrument and their respective heirs, legal representatives, successors and assigns.) WITNESSETH: Grantor, for and in consideration of TEN DOLLARS ($10.00) and other valuable consideration paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, hereby conveys, grants, bargains and sells unto the Grantee, a temporary license and privilege to enter upon the following described lands located in Collier County, Florida, to wit: See Exhibit "A" Subject to easements, restrictions, and reservations of record. This easement is granted for the express purpose of providing Grantee temporary access to Grantor's lands as described above, and for the purpose of storing material and equipment during the construction and installation of public improvements adjacent thereto. This easement shall expire one year beyond the official acceptance of the public improvements by the Board of County Commissioners of Collier County, Florida, or on ~.,?,~.~,~:.- ~.%~;,..~whichever occurs first. Grantee shall restore the surface of the easement area to the condition existing prior to the commencement of construction adjacent thereto. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. 1'1.l%$ CONV{YAI~E ACCEPTED BY THE BOARD OF COUNTY CO#HZSSZONERS, COLLZER COUNTY, FLORZDA, PURSUANT TO AGENDA, DATED; .~- t~- 0o ZTEM NO. / ~._(~___l ~.~AR~Or~ i;,~l~. C~= I ~-- 1 ,:iLE NU&~!rcB I OR: 2742 PG: 0667 EASEMENT - Page 2 Signed, sealed and delivered In the presence of: THE HALSTATT PARTNERSHIP, a Florida general partnership Witne.~.5~j/ Witness Print Name Witn,,~,)3'/~ /... ~']/~7"'(,//~ I'ItOMAS L. TREADWELL, jR. Print Name BY: LLOYD G. HENDRY, HAROLD S. LYNTON, and JULIET C. SPROUL, as Trustees of the Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER. / L-/ / LE0~(~ ~ HI~NDRY,'~S Tr~st~ HAROLD S. LYNTON, as T~stee OR: 2742 PG: 0668 EASEMENT - Page 3 Print Name STATE OF COUNTY OF T~going instrument was acknowledged before me this] ~f'f' day of ,2000, by LLOYD G. HENDRY, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) Notary Public My Commission Expires: O~,l..,~y p~j~ OFFICIAL NOTARY SEAL _ y,.. SUSAN L MATURO ~' ~ (h COMM~BI~:~N NUMBER ~ ~' ~' CC589434 "Y~ :~t~,.~9..~C) MY COMMI~81ON EXPIRES o~ ~o OCT. 15~2000 OR: 2742 PG: 0669 EASEMENT- Page STATE OF COUNTY OF ~.h~,'l'he foregoing instrument was acknowledged before me this ~../3'~'day of 2000, by HAROLD S. LYNTON, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. Notary Public My Commission Expires: (Spa~k~,~~,, OFFICIAL NOTARY SEAL /,~<~' ~<9.. SUSAN L MATURO I~ ~'/O C~N NUMBER cc 8 434 /~~~ MY ~MM~ EXPIRES ~O~ ~ OG~ 1~2000 STATE OF COUNTY OF ,,~. The~ foregoing instrument was acknowledged before me this o~-.~'?/'day of _~~.,~=~, 2000, by JULIET C. SPROUL, AS TRUSTEE, for Edith Collier Sproul Trust under Agreement dated December 29, 1969, and as confirmed by Agreement of Termination of Trusteeship dated June 7, 1982, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) 0~.~-9¥ PO__~<.. OFFICIAL NOTARY SEAL SUSAN L MATURO ~' '~ 0 COMMI~ION NUMBER 7~ ~ aY ~M~ON EXPIRES o~ ~o OCT. Notary Public My Commission Expires: OR: 2742 PG: 0670 EASEMENT- Page 5 By: HAROLD S. LYNTON, KATHERINE G. SPROUL, and JULIET C. SPROUL, as Trustees for JULIET C. SPROUL under the Will of Barron Collier, Jr., deceased, and as confirmed by Change of Trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probated Records of Collier County, Florida, PARTNER. Witn..~/ Print I~e~ ~0~ L. ~~LL, ~ Print Name HAROLD S. LYNTON, as TruStee- Wi /",, PrinJ,~me ,~ ~ ,_ ~ Witness THOMAS L. TREADWELL, Print Name KATHERINE G. SPROUL, L__' BARRON COLLIER O0 :, FILE NUMBER j .I OR: 2742 PG: 0671 EASEMENT - Page 6 Witness TI-iOMAS L. TREADWELL, JR. Print Name STATE OF COUNTY Of .~~regoing instrument was acknowledged before me this ~-/'('/~. day of _ _ , 2000, by HAROLD S. LYNTON, AS TRUSTEE, for Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) OFFICIAL NOTARY SEAL o*_~v ~% sus^. L .^~u.o I "OF F%O'- MY ~;;OMMI881ON EXPIRES OCT. le12000 Notary Public ~'~¢;;~ L.. My Commission Expires: EASEMENT- Page ? OR: 2742 PG: 0672 COUNTY Of ~, T~regoing instrument was acknowledged before me this ~./>~'day of ,2000, by KATHERINE G. SPROUL, AS TRUSTEE, for Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. (Seal) !C~,~,9,,,, /, OFFICIAL NOTARY SEAL '% SUSAN L .ATURO ~.~'~-L ,~ C"COMMIS810N NUMBER ..... ~. OCT. 15,2000 Notary Public .,,~.5,~L/[_ My Commission Expires: STATE OF COUNTY OF egoing instrument was acknowledged before me this ~2-,/J'~' day of ,2000, by JULIET C. SPROUL, AS TRUSTEE, for Juliet C. Sproul under the Will of Barron Collier, Jr. deceased, and as confirmed by Change of trustees dated June 15, 1993, and filed June 22, 1993, in Probate No. 76-33, of the Probate Records of Collier County, Florida, PARTNER, on behalf of said Florida Partnership, who is personally known to me and who did take an oath. Notary Public ~,/~/F/~J/--. as. t, o florm ~ legal sufftcienc.y Appr~ My Commission Expires: Assistant Count~ Attorne~ 7. ~ ~'p~'T~.~I~II~IAL NOTARY SEAL "~-d.~AN L MATURO CCS" 434 OCT 18~2000 BARRON COLLIER CO FILE NUMBER EXHIBIT "A" 1 of 2 3301 OFI?IC£ CAI 'IY'AL t I OJECTS EAST TAMIAMI TRAIL NAPLIES, FLORIDA (941) 774-8192 34-112 PI~OJ[CI' NO. I~l~OJ!-C'l~ P^RC£L NO. 'IAX PARCI:L NO. ,LEGAL DESCRIPTION (NOT A SURVEY) COMMENCING AT 1'11E SOUTI lEAST CORNEll OF SECTION 25, TOWNSI lip 49 SOUTFI ,RANGE 25 EAST; TItENCE NORTil 0 DEGREES 22 MINUTES 13 SECONDS WESTALONG TIlE EAST LINE OF SAID SECTION 25, A DISTANCE OF 1525.13 FEE~F; TIIENCE SOUTII 89 DEGREES l0 MINUTES 55 SECONDS WEST, A DISTANCE OF 1113.86 FEET TO TIlE POINT OF BEGINNING; SAID POINT BEING .]lie BEGINNING OF A NON-TANGENT CURVE, CONCAVE TO TIlE EAST, HAVING A RADIUS OF 6920.46 FEET, A CENi'RAI. ANGLE OF 3 DEGREES 38 MINU~FES 36 ,SECONDS, AND A CHORD OF 439.98 FEET BEARING SOUTI! 5 DEGREES 17 MINUTES 40 ,SECONDS EAST; TtlENCE SOU'ill ALONG SAIl) CURVE, A DISTANCE OF 440.05 FEET TO Tile POINT OF CURVATURE OF A REVERSE CURVE, CONCAVE TO ']'lie WES']', IIAVING A ILADIUS OF 6890.46 FEE']', A CENTRAL ANGLE OF 0 I)EGREES 42 MINUTES 00 SECONDS, AND A CItORD OF 84.18 FEET BEARING SOUTII 6 DEGREES 4~ MINUTES 59 SECONDS EAST; THENCE SOUTH ALONG SAID CURVE, A DISTANCE OF 84.18 FEET; TIIENCE SOUTIt 82 DEGREES 11 MINUTES I$ SECONDS WEST, A I)ISTANCE OF 51.00 FEET; TItENCE NORTH 6 DEGREES 25 MINUTES 51 SECONDS WEST, A I)ISTANCE OF 160.97 FEE.]'; TiIENCE NORTH 83 DEGREES 30 MINUTES 37 SECONDS EAST, A DISTANCE OF 40.00 FEET TO .]'lie POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO TIlE EAST, 11AVING A RADIUS OF 6930.46 FEET, A CENTRAL ANGLE OF 3 DEGREES 01 MINUTE {)2 SECONDS, AND A CHORD OF 364.92 FEET BEARING NORTII 4 DEGREI:.S 58 MINUTES 52 SECONDS WEST; T!IENCE NORTtl ALONG SAID CURVE, A DISTANCE OF :364.97 FEET; TIIENCE NORTil 86 DEGREES 31 MINU'FES 39 SECONDS EAST, A DISTANCF. OF 10.00 FEET TO TIlE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 0.2?0 ACRE (11,7.19.7994 SQUARE FEET), MORE OR LESS. BASIS OF BEARINGS IS TIlE EAST lANE OF SAIl) SF. CTION 25 BEING NORTII 00 DEGREES 22 MINUTES 13 SECONDS WEST. PAl{eEL 737 O [ BARRON PI~OFESSIONAL LAND SURVEYOR /t2'tO6 OFFICL- OF:CAPII-AL PROJECTS COLI_IEI~ COI~NIY GOVERNMENF COMPLEX 3301 E 1AMIAI~I 1RAIL NAPLES, FLORIDA ,3'11 !2 2 of 2 OFFICE OF CAPITAL PROJECTS 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (941) 774-8192 .[ N 40.08' SKETCH OF DESCRIPTION NOT A SURVEY GOI.I)ILN GATF. PARKWAY 70O 7 I' CI C.A.=0°,12'O0" 1(=6890.,16' A=8,1 18L CI I.=8,1.18' C.II= S C2 C.A =3°2W36" A=,I,It; t)5' CI 1=,139.98' CB=S 5° 17'40" C3 C.A.=3°01 'O2" R=693t) 46' A=36,1.97' CI 1=36,1 92' CB=N 4°58'52" W S ~(,",1 I' lU"\V I o oo' ~ I'AI(CI {1.737 4t).llt! S t~2°I I'l 51 .riO' PARClil, 137 S © (D GENERAL NOTES 1) POC. = POINT OF COMMENCEMENT 2) PO.B. = POINT OF BEGINNING 3) SEC. = SECTION 4) TWP. = TOWNSHIP 5) RGE. = RANGE 6) RNV = RIGHT OF WAY 7) ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF 8} NOT VALID UNLESS SIGNED AND SEALED WITH THE EMBOSSED SEAL OF A PROFESSIONAL LAND SURVEYOR S 89 IOOO' - Ci IEC~.I-O OY ()'[ T() SCAI.I! JLJNI{ 8, 199S (iRI,:Yt)AK CANAl. Pt) C. / St)U'I'I lib\ST CORNk'R OF S1£C. 25,TWP 49S,RGE 251i. BARRON C~'LLI~R C--"~ I SHEEl ' 2 OF 2