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Valencia Lakes Phase 4ACOMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES DIVISION ENGINEERING REVIEW SECTION MEMORANDUM TO: FROM' John R. Houldsworth, Senior Engineer.~ DATE: June 2, 2003 RE: Attached please find a Preliminary Work Authorization for Valencia Lakes Phase Four-A. This document has been reviewed by Engineering Review and the County Attorney's Office. Collier County Res~~?~47~ :~r,~,~ini~ra~ve approval of preliminary work authorizations. Please have the Chairman sign the document and forward to the Clerk's office. Should you have any questions, please advise. jrh CC~ Project File Reading File PRELIMINARY WORK AUTHORIZATION THIS AGREEMENT made and entered into this Z [~ day of gal th,~t, 200_~, by and between the Board of County Commissioners of Collier County, Florida hereinafter referred to as "County", and Roberto Bollt, Trustee , hereinafter referred to as "owner" RECITALS: WHEREAS, the County has adopted Collier County Ordinance No. 87-13 known as the Orangetree PUD Ordinance, hereinafter referred to as the Orangetree PUD ; and WHEREAS, owner represents and warrants it is the record fee title owner of the lands described in Davidson Engineering Plan set #01-0049 , said legal description attached hereto as Exhibit "A" and incorporated herein by reference; and WHEREAS, the South Florida Water Management District is currently reviewing an application for a surface water management permit for Valencia Lakes Phase 4-A SFWMD Application No. 030306-5 ; and has approved said application; and WHEREAS, Owner represents that the Preliminary Work Authorization is needed because Equipment already mobilized adjacent to project ; and WHEREAS, Owners represents and warrant that no construction shall occur in environmentally sensitive area unless the necessary permits and approvals for the construction have been obtained by the Owner; and WHEREAS, Owner acknowledges that all requirements of Collier County's Growth Management Plan and Adequate Public Facilities Ordinance, No. 93-82, will be met prior to approval of a final subdivision plat, or a final site development plan or building permit, as appropriate; and WHEREAS, Section 3.2.7.3.6 of the Land Development Code establishes a mechanism for Processing and issuing a Preliminary Work Authorization. NOW THEREFORE, in consideration of these recitals, the mutual undertakings of the parties, and other good and valuable consideration, it is agreed by the parties hereto as follows: SECTION 1 - ACKNOWLEDGEMENT The foregoing recitals are true and correct and are incorporated herein by reference. Further, it is jointly acknowledged that the execution of this Agreement does not constitute a Development Order or any other final approval by Collier County. SECTION 2 - IMPROVEMENTS A. Owner shall be permitted to perform site preparation and construction activities subject to the conditions, limitations and restriction contained in Section 3 through 7 below, as follows: Clearing, preparation of R.O.W., & utilities installation -1- The preliminary work detailed in this Section shall be in accordance with plans entitled Valencia Lakes Phase 4-A consisting of 18 sheets, prepared by Davidson Engineering Plan set #01-0049, dated July 2002 hereinafter referred to as "The Preliminary Work". The legal description of the boundaries of the preliminary Work is shown on the preliminary plat for Valencia Lakes Phase 4-A consisting of 5 sheets prepared by. Rhodes & Rhodes . Prior to any work being undertaken, owner shall submit to the County complete permit packages and applicable review and inspection fees for the necessary permits for the Preliminary Work "Preliminary Work Permits"). These applications are as follows: See enclosed list, attached as Exhibit "B". SECTION 3 - PERMITS REQUIRED Issuance of the Preliminary Work permits shall be conditioned upon the following: County staff fmding that the application for Preliminary Work Pemaits are complete and satisfactory and are ready for scheduling to the Board of County Commissioners for final plat approval. Owner submitting to the County a copy of the early work permit or actual permit fi:om the South Florida Water Management District for all matters included in the jurisdiction of the South Florida Water Management District, which conforms with the Preliminary Work release plans submitted to the County. SECTION 4 - APPROVALS County will issue the Preliminary Work Permits to permit the Preliminary Work prior to plat approval once conditions A & B in Section 3 above have been satisfied. Owner understands and acknowledges that no building permit for habitable structures within the Valencia Lakes Phase 4-A until the Valencia Lakes Phase 4-A plat is approved and recorded. SECTION 5 - INDEMNIFICATION Owner agrees to indemnify and hold County harmless against any and all liability, loss, damage, or expense from claims or causes of action including attorney's fees and court costs, resulting from, arising out of, and in connection with Owner's negligence and/or willful misconduct in the construction of the Preliminary Work under the Preliminary Work Permits or any challenge by any person or party objecting to the legality or validity of this Agreement. SECTION 6 - RESTRICTIONS This agreement shall be binding upon the parties and is not transferable. SECTION 7 - LIMITATIONS This Agreement shall expire thirty (30) days fi.om the date of the issuance of the preliminary Work permits if the project's final plat is not submitted to the Board of County Commissioners for approval pursuant to Division 3.2 of the Land Development Code, unless the Owner is delayed in having his final plat reviewed by the Board due to the fault of the County. All work approved by this agreement must cease and not restart if the plat is not submitted and approved by the Board of County Commissioners within this authorization period. No work is authorized under this Agreement prior to satisfying the conditions A & B in Section 3 of this agreement. Any attempt to commence work prior to issuance of requisite permits shall render all provisions of this agreement null and void. -2- By entering into this Agreement the County does not guarantee and Owner can not rely upon the fact that the project's final plat will be approved upon submission to the Board of County Commissioners, the Owner is required to comply with all of the provisions and procedures of the Land Development Code before the final plat can be submitted to the Board for consideration. IN WITNESS WHEREOF, the parties have executed this Agreement t~e day first above written. ~ d. ~ (Owner)~// Witness Roberto Bo'llt, Trustee ~.,'~r~ C. ~_r'q~ [ / OrangetreeAssociates Pr~ed N,~m~_fi~,~_. ~.. ~ Printed Name State of Florida County of Collier · The foregoing instrument was acknowledged before me this '"/.O day of May, 2003, by Roberto Bollt, Trustee of Orangetree Associates, who is personally (Signature o-[Notary Public ,~lY COMMISSION # CC 850676 EXPIRES: June 28, 2003 ,~onded "lhru Notary Public Un~iile~s . ,4~. ........ -. Dwight E~kocE, Clerk $7) ~rove~tlaa~ ~,l~gal Patrick G. White Assistant CounW A~omey State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Board of C~nty Co~l~ssioners of Coll'i~/County~ida · Tom Hen~ l~n'g, Cl~a~ -3- RHODES & RHODES LAND SURVEYING, INC. JOHN $COI~I'RHODES,, P...q.M. THOMAS E. RHODES, .P.$.M. 1440 .RAII, .[tEAD BLVD. #1 N.A.PLE~ FLORIDA 34110 PHONE (239) 593-0570 FAX (239) 593-0581 PROPERTY DESCRIPTION VALENCIA LAKES PHASE 4-A EXltIBIT "A" A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 8, BLOCK "C", VALENCIA LAKES, PHASE 3-A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 37 AT PAGES 93 THROUGH 97 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN THE FOLLOWING EIGHT (8) COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID PLAT OF VALENCIA LAKES, PHASE 3-A; COURSE NO. 1: N. 09°16'00'' E., 120.00 FEET; COURSE NO. 2: N. 15015'07'' E., 80.48 FEET; COURSE NO. 3: N. 08039'43'' E., 140.25 FEET; COURSE NO. 4: N. 55°46'10'' E., 509.69 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 5: NORTHEASTERLY, 271.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 81°52'12'' AND BEING SUBTENDED BY A CHORD WHICH BEARS N. 55°46'10" E., 24g.9g FEET TO A NON-TANGENTIAL LINE; COURSE NO. 6: N. 55°46'10'' E., 750.58 FEET; COURSE NO. 7: N. 44046'44'' E., 253.88 FEET; COURSE NO. 8: N. 19031'47'' W., 250.55 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHEASTERLY, LEAVING SAID PLAT OF VALENCIAL LAKES, PHASE 3-A, 360.20 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 323.72 FEET, THROUGH A CENTRAL ANGLE OF 63045'06'' AND BEING SUBTENDED BY A CHORD WHICH BEARS N. 35°35'39'' E., 341.90 FEET TO A NON-TANGENTIAL LINE; THENCE S. g20Ig'29'' E., 140.02 FEET; THENCE N. 81019'06'' E., 105.82 FEET; THENCE S. 81038'22'' E., 103.91 FEET; THENCE S. 08021'38'' W., 60.00 FEET; THENCE S. 08°29'12'' E., 145.95 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE WESTERLY, 8.27 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 656.00 FEET, THROUGH A CENTRAL ANGLE OF 00°43'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS N. g3°03'12'' W., 8.27 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 63.25 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 72°28'57'' AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 61004'00'' W., 59.12 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 375.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 683.72 FEET, THROUGH A CENTRAL ANGLE OF 31026'27'' AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 40032'45'' W., 370.50 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, 64.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 73%9'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 19016'20'' W., 60.17 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY, 87.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,463.00 FEET, THROUGH A CENTRAL ANGLE OF 03°25'52'' AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 19°26'15'' E., 87.60 FEET TO A POINT OF TANGENCY; THENCE S. 21°09'11" E., 49.16 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 413.50 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,065.00 FEET, THROUGH A CENTRAL ANGLE OF 22014'45'' AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 10001'48'' E., 410.91 FEET TO A POINT OF TANGENCY; THENCE S. 01005'34'' W., 366.11 FEET TO A PoiNT OF CURVATURE; THENCE SOUTHERLY, 259.54 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 460.00 FEET, THROUGH A CENTRAL ANGLE OF 32°19'38" AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 17015'23'' Page 1 of 4 F:\word-docs\legals\orangetree\valencia lakes phase 4-a.doc RHODES & .RHODES LAND SURVEYING, INC. JOHN SCOTT RHODES, P.$.M. THOMA,~ E. RHODES, P.,.q.M. 1440 RAIL HEAD BLVD. #1 NAPLES, FLORIDA 34110 PHONE (239) 593-0570 FAX (239) 593-0581 W., 256.11 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, 52.36 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RAD1US OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 60000'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 03°25'10" W., 50.00 FEET TO A POINT OF TANGENCY; THENCE S. 26°34'52" E., 10.64 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 53.07 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 60048'40" AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 03°49'28" W., 50.61 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 95.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 270.00 FEET, THROUGH A CENTRAL ANGLE OF 20020'29" AND BEING SUBTENDED BY A CHORD WHICH BEARS S. 09°24'01" E., 95.35 FEET TO A POINT OF TANGENCY; THENCE S. 00°46'13" W., 44.39 FEET; THENCE N. 88°09'11" W., 1,707.72 FEET; THENCE N. 01050'49" E., 57.31 FEET TO THE POINT OF BEGINNING. CONTAINING 1,871,738 SQUARE FEET OR 42.969 ACRES, MORE OR LESS. LESS & EXCEPT PROPERTY DESCRIPTION - LAKE #2 A PORTION OF SECTION 23, TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 33, BLOCK "D", VALENCIA LAKES, PHASE 2-A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 37 AT PAGES 10 THROUGH 12 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE SOUTH 37003'29" EAST, 775.23 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE NORTH 55°46'10'' EAST, 509.69 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 43.06 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 12°59'07'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 08020'22'' WEST, 42.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01°50'49" WEST, 242.00 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 31.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90000'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 46050'49" WEST, 28.28 FEET TO A POINT OF TANGENCY; THENCE NORTH 88°09'11" WEST, 310.00 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, 77.25 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 654.67 FEET, THROUGH A CENTRAL ANGLE OF 06°45'40'' AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 84°46'21" WEST, 77.21 FEET TO THE POINT OF BEGINNING. CONTAINING 62,080 SQUARE FEET OR 1.43 ACRES, MORE OR LESS. Page 2 of 4 F:\word-docs\legals\orangetree\valencia lakes phase 4-a.doc RHODES & RHODES LAND ,.qURVE NG, INC. JOHN SCOTT RHODES, P.$.M. THOMA~ E. RHODES, P.$.M. 1440.RAIL HF_,AD BLVD. #1 NAPLES, FLORIDA 34110 PHONE (239) 593-0570 FAX (239) 593'0581 LESS & EXCEPT PROPERTY DESCRIPTION - LAKE #3 A PORTION OF SECTION 23, TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 33, BLOCK "D", VALENCIA LAKES, PHASE 2-A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 37 AT PAGES 10 THROUGH 12 (INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE SOUTH 80°03'19'' EAST, 1,111.12 FEET, TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE NORTH 55°46'10'' EAST, 750.58 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 130.05 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,822.65 FEET, THROUGH A CENTRAL ANGLE OF 04°05'17" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 19o06'32'' EAST, 130.02 FEET TO A POINT OF TANGENCY; THENCE SOUTH 21°09'10'' EAST, 50.55 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 160.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 704.73 FEET, THROUGH A CENTRAL ANGLE OF 13°04'58'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 14036'42'' EAST, 160.56 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY, 40.58 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 116015'23'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 50003'28'' WEST, 33.97 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHWESTERLY, 69.69 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 216.33 FEET, THROUGH A CENTRAL ANGLE OF 18°27'30'' AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 62035'06'' WEST, 69.39 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHWESTERLY, 721.98 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 190.00 FEET, THROUGH A CENTRAL ANGLE OF 217043'00'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 52029'30'' WEST, 359.60 FEET TO A POINT OF TANGENCY; THENCE SOUTH 56o22'00'' EAST, 127.60 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 265.16 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 556.33 FEET, THROUGH A CENTRAL ANGLE OF 27018'29'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 70°01'15'' EAST, 262.66 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 29.85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 85031'18" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 40054'50'' EAST, 27.16 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01050'49'' WEST, 81.76 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 157.08 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 90000'00'' AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 46050'49'' WEST, 141.42 FEET TO A POINT OF TANGENCY; THENCE NORTH 88°09'11" WEST, 475.00 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, 31.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90000'00'' AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 43°09'1 i" WEST, 28.28 FEET TO A POINT OF TANGENCY; THENCE NORTH 01050'49'' EAST, 125.38 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE NORTHERLY, 407.90 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 190.00 Page 3 of 4 F:\word-docs\legals\orangetree\valencia lakes phase 4-a.doc RHODES & RHODES ]".AND SURVEYING, INC. JOI-LN' SCOTT RHODES, P.S.M. THOMAS E. RIt'ODES, P.S.M. 1440 RAIL IfEAD BLVD. #1 NAPLES, FLORIDA 34110 PHONE (239) 593-0570 FAX (239) 593-0581 FEET, THROUGH A CENTRAL ANGLE OF 123°00'15'' AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 21o47'29'' WEST, 333.96 FEET TO THE POINT OF BEGINNING. CONTAINING 263,301 SQUARE FEET OR 6.04 ACRES, MORE OR LESS. TOTAL = 1,546,357 SQUARE FEET OR 35.50 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS AND/OR RESERVATIONS OF RECORD. BEARINGS ARE BASED ON THE WESTERLY TERMINUS OF TRACT "A", DOUBLE EAGLE TRAIL, VALENCIA PHASE ONE, AS BEING S. 18°18'19" W. RHODES & RHODES LAND SURVEYING, INC. FLORIDA BUSINESS AUTHORIZATION NO. LB 6897 Thomas E. Rhodes, Sr. Professional Surveyor and Mapper State of Florida, License Number 5854 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER R&R FILE NO. 2002-1010bndy DATE: M - ~ 0 - © ~.'~ Page 4 of 4 F:\word-docs\legals\orangetree\valencia lakes phase 4-a.doc EXHIBIT "B" VALENCIA LAKES PHASE 4-A STATUS OF APPLICATIONS AGENCY STATUS COLLIER COUNTY Applications: · PPL: · R.O.W. UNDER REVIEW APPROVED SFWMD Applications: · ERP: APPROVED FDEP Applications: · WATER & WASTEWATER GENERAL PERMIT: APPROVED