The URL can be used to link to this page

Resolution 2002-097 IDA .. . RESOLUTION NO. 2002 . ~ ...... A RESOLUTION AUTHORIZING THE CONDEMNATION OF FEE SIMPLE INTERESTS AND/OR THOSE PERPETUAL OR TEMPORARY EASEMENT INTERESTS NECESSARY FOR THE CONSTRUCTION OF FOUR-LANE AND SIX- LANE IMPROVEMENTS TO GOODLETTE-FRANK ROAD BETWEEN PINE RIDGE ROAD AND VANDERBILT BEACH ROAD, CAPITAL IMPROVEMENT ELEMENT NO. 65 (PROJECT NO. 60134). WHEREAS, the Board of County Commissioners (Board), on May 9,2000, adopted Ordinance No. 2000-31 therein establishing the (Ninth Annual Update and Amendment) Capital Improvement Element of the Growth Management Plan in order to establish priorities for the design, acquisition and construction of the various capital improvement projects; and WHEREAS, the Transportation Element of the County's Comprehensive Plan was adopted in Ordinance No. 2000-32; and WHEREAS, the construction of four-lane and six-lane improvements to Goodlette-Frank Road between Pine Ridge Road and Vanderbilt Beach Road is one of the capital improvement projects required under the Transportation Element of the County's Comprehensive Plan; and WHEREAS, the location for construction of the proposed improvements has been fixed by survey and is collectively represented by the legal descriptions comprising Exhibit "A" attached hereto and incorporated herein; and WHEREAS, after consideration of the availability of alternate routes and locations, the comparative costs of project alternatives, various impacts upon the environment, long range planning options, and public safety considerations, the Board desires to exercise its right to condemn property for public purposes. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that it has been determined by the Board that the construction of four-lane and six-lane improvements to Goodlette-Frank Road from Pine Ridge Road to Vanderbilt Beach Road (hereinafter referred to as "the Project") is necessary and in the public's best interest in order to protect the health, safety and welfare of the citizens of Collier County. AND IT IS FURTHER RESOLVED that construction of the Project is part of the County's long range planning effort, and is included in the Transportation Element of the County's Comprehensive Plan for Growth Management, as approved by the Florida Department of Community Affairs. AND IT IS FURTHER RESOLVED that the County Staff has reviewed alternative locations for the Project, and the costs associated with the design, property rights acquisition, and construction of the Project, as well as public safety and welfare considerations associated with the design and construction of the Project, and various impacts to the environment, and the Board finds that after consideration of these issues, the most feasible location for construction of the proposed improvements is collectively represented by the legal descriptions comprising Exhibit "A" attached hereto and incorporated herein. Page 1 AND IT IS FURTHER RESOLVED that in order to construct the Project as designed, it is necessary for the Board to acquire the various real property interests described in Exhibit "A" to wit: fee simple interests and/or those perpetual or temporary easement interests. AND IT IS FURTHER RESOLVED that all property shall be put to public purposes. AND IT IS FURTHER RESOLVED that the County staff is hereby authorized to immediately acquire by condemnation in accordance with the provisions of Chapters 73, 74 and 127, Florida Statutes, the above-referenced real property interests more particularly described in Exhibit "A", attached hereto and incorporated herein. AND IT IS FURTHER RESOLVED that no mobile homes are located on the property sought to be acquired and therefore it will not be necessary to remove any mobile homes from the property to be acquired. This Resolution adopted on this /c~.L-~ day of J~ ) , 2002, after motion, second and ~n~ ~?,v,~,t,e. ,~ . · ~,~,~ % BOARD OF COUNTY COMMISSIONERS ,-* M~L~.,:;.;~f,,~d'. ~ ,~,~ · mo r, nu'~'r'-rv rr,/n~ ~ , .~_~I-~ E: B'R~_, CLERK By: /",,~-- '~ ~- ~ '~'' ~-.:, ;~:~ :,¢'~.~ F~ . \ JAMESt~. COLLETTA, CHAIRMAN APProv~' ~!t~o-form leg,al/sufficiency:,~ Heidi Ashton Assistant County Attorney Page 2 lOA PROJECT NO. : 601,34 PROJECT PARCEL NO. : 702 TAX PARCEL NO. : LOT 13 O.R. 2412, PG. 2091 RICHARD H. z~ ALI. J~ON S. C-RiMER LOT 9 O.R. 1501, PG. 1606 $ORIN d. ~ SYLVIA A. LUPU /< EXHIBIT.z .._ GRAPHIC SCALE o' 10o' 2oo' LEGEND: O.R. PG. P.C.P. ( IN FEET ) 1 inch-- 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 8 O.R. 1080, PG. 1920 1MIRUR M. CHRISllANSEN, JR. LUC1LLE CHRI$11AN~EN LOT 7 O.R. 1595, PD, 1420 'R-lOMAS R. PEEK NO~A RO'R'I PEEK LOT 6 O.R. 1595, PG. 1422 NORA RO~'I PEEK z LOT 5 O.R. t458, PG. 1785 DANIEL F. & CHARLOTTE JOHNSTON // /I G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) DESCRIPTION: THE EASTERLY 20.00 FEET OF LOT 2 OF "PINE RIDGE", A SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 24 OF THE PUBUC RECORDS OF COLLIER COUNTY, FLORIDA. ~R. ~OOK f840, PA4~E 714 LOT 4 O.R. 2007, PG. 459 H. A. & EDITH G. Slt~F_.ET LOT 3 O,R. 2007, PG. 457 H. A, & EDIll-I O. STREET 2 ¢. 20' ;, PARCEL LOT O.R. 2007. PG.457 H. A. & EDIll-I I;. STREET SECTION 10 SECTION 15 NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETIT.-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" 3, SUBdECT TO EASEMENTS, RESERVATIONS G-4 PARINERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO, 99-94) AND RESTRICTIONS Of' RECORD. PINE RIDGE ROAD TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) Berry E. ]~len (For the F rm LB1~642) Profsaalonal Land Surveyor Florida Certificate No. 5~65 Dote Signed: ~_~._~..'-'~o0, Not volid without, the si~noture and the original roised seol of o Florida Licensed Surveyor and Mapper. SKtICH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOOTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, EN~NE;I~, IURVEYORI AND E, OOLOGIST~ 6-01 I 2~15 I 10-49-2~ I 1'= 2~' I 10F1 PROJECT NO. : 60134 PROJECT PARCEL NO. : 703 TAX PARCEL NO. LOT 143 O.R. 2412, PG. 2091 RICHARD H, & ALLISON $. GRIMES LOT 9 O.R. 1501, PG, 1606 SOP, IN J. & SYLVIA A. LUPU 200* LEGEND: O,R. PG. P.C.P. EXHIBIT_ .._ GRAPHIC SCALE o' lOO' 200' ( IN FEET 1 inch = 200 INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 8 O.R. 1080, PG. 1820 WILBUR 1,4. CHRI~ANSEN, ~R. LUCILLE CHRISI1ANSEN LOT 7 O,R. 1595, PO. 1420 ~HO~AS R. PEEK NORA RO~'~ PEEK LOT 6 O.R. t595, PG. 1422 NORA ROIH PF~K z LOT 5 O,R. 1488, PG. 1785 DANIEL F. & CHARLOTTE JOHNSTON 1~' COUNTY RIQHT,.Of~WA LOT 4 O.R. 2007, PG. 459 LOT 3 O.R. 2007, PG. 457 H.A.& EDITH G. S'IR[ET PARCEL 703 0.1 ACRES, +/- LOT 2 O.R. 2007° PG. 457 H. A. & EDITH C. SI~EET SECTION 10 // I1 G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) SECTION 15 DESCRIPTION: THE EASTERLY 20.00 FEET OF LOT 5 OF "PINE RIDGE", ^ SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. // // G-4 PARTNERSHIP NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07~8'12" E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. O.R, 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) PINE RIDGE ROAD TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) Professional Land SurYeyot Florida Certificate No: '5365 Date Signed- Not valid wl~hout ~he ~l~atura and ~e ~lglnal rolsed seal of o Fl~ida Licensed Su~.~ and Mapper. 5KblL;H AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, EI~II~ERI. IURVEYORI ~ ECO~III'I 7-01 25513 10-49-25 1" -= 200' 1 OF I PROJECT NO. : 60134 PROJECT PARCEL NO. : 110A1 TAX PARCEL NO. : e~H-~..~oel ot LOT 13 O.R. 2412, PG. 2091 RICHARD H. & ALLISON f:;. GRIMES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1606 SORIN J. & SYLVIA A. LUPU LOT 8 O,R. 1080, PG. 1920 W~LBUR M. CHI~STIANSEN. dR. LUOLLE CHRI$13ANSEN R - 25.00' _ L- Tan = 16,37'~ Delta - 66'25'19" LOT 7 Cho**d - S26~4'28'E. O.R. 1,595. PG. 1420 THOMAS R. PEEK NORA ROTH PEEK POINT OF BEGINNING LOT 6 O.R. 1595, PG. 1422 NORA ROTH PEEK z LOT 5 O.R. 1488. PG. 1783 DANIEL F. ~ CHARLOTTE JOHNSTON LOT 4 O.R. 2007. PG. 4,59 H. A. A, EDITH G. S"I~EET LOT 5 O.R. 2007, PG. 457 H. A. & EDITH G. S'IREET C-.4 PARTHER.~HIP O.R. 1679, PG. 1442 EXHIBIT_ N89'51 '55"E PARCEL 110A1 0.155 ACRES, +/- G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) LO2' N82'49'12'W R - 25.00' L - 10.27' T~n - 5.21' Delta - 23'3f51' LEGEND: O.Ro PG. P.C.P. GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch-- 200 fL INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY~ORDtNANCE NO. 99-94) R - 5741.64' L - 4~3,98' Tan - 227.11' Delta -- 04'31'4g' · Ch~'d = NO4'52'17'E. 11.62' S89'33'1 O" SECTION 10 SECTION 15 POINT OF COMMENCEMENT ~IE Sou'n-IEAST CORNER 0¢ 'P~E SOU~W~ST QUARTER OF S~C~IO~ t 0-4~-25 ,/ PINE RIDGE ROAD 69.97'(COUNTY ROAD NO. 895) NOO'26'50"E NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HE~EON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07°08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4. NOT VALID W1THOUT SHEET 2 OF 2. Barry E..~en Profeasi~3al Land Surveyor Florida Certificate No. 5365 Date Signed: t~_.~_~__~o¢')~, Not volld without the 'signature and [he orlglnal raised seal of o Florida Licensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINE:ERS. SURVEYOR8 AND ECOt.OGIS'r8 I'QINCla, NA 21 n~I ,434--0333 5-01 25313 10--49--2,5 1' - 200' I OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 110A1 TAX PARCEL NO. : mc,~... ,~:~'7....~ c:, ~ o ~ PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT EXHIBIT ,, ~~ I~q DESCRIPTION: PARCEL 110A1 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'5,:3'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE. A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'51'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 455.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 455.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 861.19 FEET TO AN INTERSECTION WITH A CURVE OF THE NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1546 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 66'25'19" AND A CHORD BEARING AND DISTANCE OF SOUTH 26'04'28" EAST, 27.39 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 28.98 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 265.75 FEET; THENCE RUN NORTH 89'51'55' EAST, A DISTANCE OF 25.22 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 271.19 FEET TO AN INTERSECTION WITH SAID NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 82'49'12" WEST ALONG SAID NORTH LINE, A DISTANCE OF 15.02 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 25'51'51" AND A CHORD BEARING AND DISTANCE OF NORTH 71'05'45" WEST, 10.20 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 10.27 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.155 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING, INC. ENGINEE. RS. 8UflVEYOR8 AND ECOLOGIBT8 5--01 2531,5 10-49-25 2 0~' 2 lOl ROJEcT,o.:_ 6°,34 /J EXHIBIT ,4 ' ROJECT PARCEL .0.: h TAX PARCEL NO. :~~ 8o(~ ~ . LOT 13 ~ PA~S~ ~ O.R. ~4~2, PC. 20Sl Q R 1679, PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1606 / SORIN J. & SYL~IA A. LUPU N89'31'55"E LOT 8 / O.R. 1080, PG. 1920 WILBUR M. CHRISTIAN.SEN, JR. LUCILLE CHRIST1ANSEN ~ S82'51'4§'E LOT 7 o.R. m95. PG. I,~.2o POINT OF BEGINNING ' ~OMAS R. PEEK NORA ROI~-I PEEK LOT 6 O.R. 1595, PG. 1422 NORA RO'II-I PEEK R = 25.00' L = 39.25' Tom . 24.96' Delta = 69'57'30" Chord = 537'50'31'E, 35..34' Z C LOT 5 O.R. 14~, PG. 1783 DANIEL F. & CHARLOTTE JOHNSTON LOT 4 O.R. 2007. PG. 459 H. A, & EDITH G. SIRE:ET LOT $ O.R, 2007, PG. 457 H, A. & EDITH G. STHEET S82'49'12"E / // PARCEL 5]0A1 0.063 ACRES, +/- ' S07'08'12"W 37.16' G-4 PARTNERSHIP O.R. 1679, PG, 1442 (PINE RIDGE COMMONS P.U.D,) (COUNTY ORDINANCE NO. 99-94) POINT OF BEGINNING 'B' GRAPHIC SCALE 200' O' 100' 200' LEGEND: O.R. PG. P.C.P. ( m FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT (;-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) R - 574,1.64' L = 453.98' Tan = 227.11' · Chord - NO4'52'17'E, 11.62' S89'33'10'E,~ SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE SOUTHEAST CORNER OF THE SOJIHt~ST QUARTE~ 0¢ S~C~ION 10-49-25 PINE RIDGE ROAD n I Riil~42) Professional Land Survel~)r Florida Certificate No. 5365 Date Signed' .~.._.~"~'~' Not valid wifll~'u~mf, ure and the orlginol raised seal of o Florida Licensed Surveyor and Mopper. §9.97' NOO'26'50'E (COUNI'f ROAD NO. 896) NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RI(;HT OF WAY LINE OF (;OODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEIrR~. BURVEYOR8 AND ECOLOGIBT'B 5-01 25313 10-49-25 I" = 200' NQT A ~t~ 10F2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 510A1 TAX PARCEL NO. : c~.,~2.~'c>(~( IOA PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT DESCRIPTION: PARCEL 510A1 a PARCEL Of LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, a DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE Of PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'31'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 453.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 45.3.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 861.19 FEET TO AN INTERSECTION WITH A CURVE OF THE NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 89'57'30" AND A CHORD BEARING AND DISTANCE OF SOUTH 37'50'31" EAST, 55.54 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 39.25 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 82'49'12" EAST ALONG SAID NORTH LINE, A DISTANCE OF 15.02 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 37.14 FEET TO THE POINT OF BEGINNING "A"; THENCE CONTINUE NORTH 07'08'12" EAST, A DISTANCE OF 234.05 FEET; THENCE RUN NORTH 89'51'55" EAST, A DISTANCE OF 10.09 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 235.38 FEET; THENCE RUN NORTH 82'51'48" WEST; A DISTANCE OF 10.00 FEET TO THE SAID POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING: A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER Of THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'31'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 453.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 455.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 861.19 FEET TO AN INTERSECTION WITH A CURVE OF THE NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1546 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 89'57'30" AND a CHORD BEARING AND DISTANCE Of SOUTH 37'50'31" EAST, 35.34 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 39.25 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 82'49'12" EAST ALONG SAID NORTH LINE, A DISTANCE OF 27.02 FEET TO THE POINT OF BEGINNING "B"; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 57.15 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 37.16 FEET TO AN INTERSECTION WITH THE NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 82'49'12" WEST, A DISTANCE OF 10.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING TOGETHER 0.063 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYOR8 AND ECOLOGIST8 PROJECT NO. : 60134 PROJECT PARCEL NO. : llOA2 TAX PARCEL NO. LOT 1.3 O.R. 2412, PG. 2091 RICHARD H. & ALLISON S.GRIMES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1606 SORIN J, & SYLVIA A. LUPU IOA G.4 PARTNERSHIP O.R. 1679, PG. 1442 LOT 8 POINT OF BEGINNING O.R, 1060, PG. 1920 WII~UR M. CHRISTIANSEN, JR. LUCILLE CHRISTiANSEN LOT 7 O.R. 1595, PG. 1420 THOMAS R. PEEK NORA RO'IH PEEK LOT 6 O.R. 1595, PG. 1422 NORA ROTH PEEK R = 25,00' L = 39.25' Ten = 24.98' Delta - 89°57'30" Chord = S37'50'31"E, 35.34' g C LOT 5 O.R. 1488, PG. 178,3 DANIEL F. & CHARLOTTE JCHNSTON LOT 4 O.R. 2007, PG.459 H. A. & EDITH G. STREET LOT .3 O.R. 2007, PG. 457 H. A. & EDITH G. STREET // S82'51 '48"E S07'08'12"W 15' NB2'49'1 )2' I/ S82'49'12'£ // PARCEL 1 10A2 O.OLO ACRES. +/- 6;-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D,) (COUNTY ORDINANCE NO. 99-94) GRAPHIC SCALE 200' O' !00' 200' LEGEND: OoRo PG. P.C.P. ( m FEET ) 1 inch = 200 fL INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) R - 5741.64' L = 453.98' Ton = 227.11' D~ta = 04',~1'49" · Chord = NO4'52'17"E, 455.86' 11,62' S89'55'10"E SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE SOU'n*~EAST CORNER OF THE SOUTH~ST (TJAR'I[R OF SEC'~ON 10-49-25 // eorry E.~ren (Fu?~he I~rm LB~42) Professional Land Surveyor Rorido Certificate No; 5Z~5 Dote Signed: Not valid without the signature and the original raised seal of a Florlda Licensed Surveyor and Mapper, PINE RIDGE ROAD 69.97' NOO'26'50"E (COUNTY ROAD NO. 896) NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 5-01 JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND EGOLOGI~r8 434-0333 25313 10-49-25 1' - 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 110A2 TAX PARCEL NO. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT E XHI. IT.- DESCRIPTION: PARCEL llOA2 a PARCEL Of LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAV1NG A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'31'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 453.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 453.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 861.19 FEET TO AN INTERSECTION WITH A CURVE OF THE NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 89'57'30" AND A CHORD BEARING AND DISTANCE OF SOUTH 37'50'31" EAST, 35.34 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 39.25 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 82'49'12" EAST ALONG SAID NORTH LINE, A DISTANCE OF 15.02 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 37.14 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 12.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 37.15 FEET TO AN INTERSECTION WITH SAID NORTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 82'49'12" WEST, A DISTANCE OF 12.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.010 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 5-Ol JOHNSON ENGINEERING. INC. ENGINEER~, SURVEYOR~ AND ECOLOGIC11 ~S4Q GCLD~ G4,'IE 434--G.~3 25513 10-49-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 110B1 TAX PARCEL NO. : Oo7..q,o~.~'i~I ~ LOT 13 O.R. 2412, PG. 2091 RICHARD H. & ALUSOFl $. GRIMES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LOT 9 O.R. 1501, PO. 1606 SORIN d. & S'¢LVIA A. LUPU /< C-.4 PARTNERSHIP O.R. 1679, PG. 1442 LOT 8 O.R. 1080. PC. 1920 WILl)UR M. CHRIS'nANSEN, JR. LUaLLE CHRIS~IANSEN R = 25.00' L = 10.31' Ton = 5.23' Delta = 25'37'28~ Chord = N85'22'14"E LOT 7 z O.R. 1595, PG. 1420 'n-lOMAS R. PEEK NORA ROm PEEK LOT 6 LOT 6 o.R. 1488, PG. 1783 DANIEL F. & CHARLO3TE JOHNSTON LOT 4 O.R. 2007, PG. ¢59 H. A. & EOmlH G. $1REET LOT .3 O.R. 2007, PG. 457 H. A. z, EDI33-1 G. S33;IEET // II 10.24' LEGEND: 200' G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) GRAPHIC SCALE O' 100' 200' ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT PG. P.C.P. j~PARr-IEL ! 1nB1 0.675 ACRES, G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) / R = 5701.64' r~Ul;VE DATA; t = 316.16' --R = 5726.64' Ton = 158.12' L = 297.69' Delta = 05'10'38" Ton = 148.88' Chord = S05'32'53'W, 316,12' Delta = 02'58'42" Chord = N05'38'50"E, 297.65~ J J:::;~ / / CURVE DATA~ = 42.~' 27'47'20" ~soo' .. ~11/ II Cho/ so.'~'0rC ~2.2~' Ton = 76.79' = Delt~ = 01'32'26" N85'~0'51"W'i J[~ I I ~URVE DATAI Chord ~ ~03'23'~7~[, 153.55 ~ ~ lon ~ 45.75' ~elto ~ 00'55'16" NS9'53'lO"W- PINE RIDGE ROAD SECTION 15/ 18.41' (COUNW ROAD NO. 896) S89'33'10"E ~INT OF COMMENCEMEN~ mE ~mEAST C~NER ~ ~E ~ST ~ ~ ~C~ 10-49-25 NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A REARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4, NOT VAUD WITHOUT SHEET 2 OF 2. Barry E. ,l~'en (For ~e Firm IR~6:~.£) Professional Land Surveyor Florida Certificcte Ne..6365 Not valid without the signGture~ ~nd the originel reised seal of e Florid= Lic~sed 'Surfer ahd M~pper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYORI AND ECOLOGI81'8 5-01 25513 10-49-25 1' = 200' I OF 2 ,V PROJECT NO. : 601,34 PROJECT PARCEL NO. : 110B1 TAX PARCEL NO. :oo~.,.~$~( c~ PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT EXHIBIT DESCRIPTION: PARCEL 110B1 a PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN SOUTH 89°`3,3'10'' EAST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 18.41 FEET TO THE POINT OF BEGINNING AT AN INTERSECTION WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5711.64 FEET, A CENTRAL ANGLE OF 01'.32'26" AND A CHORD BEARING AND DISTANCE OF NORTH 0.3'2.3'17" EAST, 15.3.56 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 15.3.56 FEET; THENCE RUN NORTH 85'50'.31" WEST, A DISTANCE OF 15.00 FEET TO A POINT ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5726.64 FEET, A CENTRAL ANGLE OF 02'58'42" AND A CHORD BEARING AND DISTANCE OF NORTH 05'.38'50" EAST, 297.65 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 297.69 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 770.11 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1546 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 2,3'.37'28" AND A CHORD BEARING AND DISTANCE OF NORTH 85'22'14" EAST, 10.24 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 10..31 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 85'50'.31" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 772.18 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5701.64 FEET, A CENTRAL ANGLE OF 0`3'10'.38" AND A CHORD BEARING AND DISTANCE OF SOUTH 05'.32'5`3" WEST, .316.12 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF .316.16 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 88.00 FEET, A CENTRAL ANGLE OF 27'47'20" AND A CHORD BEARING AND DISTANCE OF SOUTH 09'56'01" EAST, 42.26 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 42.68 FEET TO AN INTERSECTION WITH A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64 FEET, A CENTRAL ANGLE OF 00'55'16" AND A CHORD BEARING AND DISTANCE OF SOUTH 0`3'05'09" WEST, 91.50 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 91.50 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'`3,3'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 20.01 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.67,3 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND ECOLOGIST8 PROJECT NO.: / / EXHIBIT__ __ PROJECT PARCEL NO. : 510B1 I I II LOT xc us,w s[o. I UTILITY EASEMENT ~ ~1/ /~ · LOT 9 ~C~L~ CHmS~N~N R - 25.00' LOT 7 , - Ton - 2§.02' O.R. 1595, PG. 1420 Delta - g0'02'30" THOMAS R. PEEK Chord - N52'og*52"E, 55,37' NORA ROTH PEEK 26.98' ;82'49'12,"E o.oo G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) LOT 6 O.R. 1595, PG. 1¢22 NORA R0319 PEEK PARE:EL 51EIB1 0.108 ACRES, +/- GRAPHIC 200' O' SC ALE LOT 5 O.R. 14~8, PG. 178~ DANIEL F. & CHARLOTTE ~OHNSTON LOT 4 O.R. 2007, PG. 459 H. A, & EDITH G, STREET LOT .3 O.R. 2007, PC. 457 H. A. & EDITH G. STREET / N07'O~ 9'32'38"W 55.85' LEGEND: O,R, PG. P.C.P. ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) R - 5741.64' L = ¢53,98' Ten - 227.11' Delta - 04'31'49" Chord - NO4'52'17"E, 453.86 11,62' 589'33'10"E SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE SOUTHEAST CORNER OF' THE SOUIHt~EST QUARTER OF SECIlOFl 10-49-25 Professional Land Surveyor Florida Certificot~ No. 536,5 ' Dote Signed: , ~,'Z~ ~.~..~_ oo~ , ,, ./ Not valid without the' "~gnatUre and the original raised seal of a Florida Licensed Surveyor and Mapper. ~IGHT. OF*WA Y EASEMENT 0.~ BOOK ~7, PAGE 13~4 O,R, BOOK f~,fO, PAGE 1'14 II PINE RIDGE ROAD 69.97' (COUNTY ROAD NO. 896) NOO'26'50"E NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID W1THOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA dOHN IGIN lNG, ENGINEERS, BURVEYORB AND E~OI. QGIIS~'8 ~ 434-O333 5-01 25,31~3 10-49-25 1' - 200' 1 OF 2 PROJECT NO. : 601,;34 PROJECT PARCEL NO. : 51081 TAX PARCEL NO. : PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT EXHIBIT DESCRIPTION: PARCEL 51081 a PARCEL Of LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH a CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'31'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 455.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 455.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 747.19 FEET TO AN INTERSECTION WITH A CURVE OF THE SOUTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1346 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90'02'30" AND A CHORD BEARING AND DISTANCE OF NORTH 52'09'32" EAST, 35.37 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 39.29 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 82'49'12" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 26.98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 82'49'12" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 436.69 FEET; THENCE RUN SOUTH 19'32'38" WEST, A DISTANCE OF 55.85 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 46.54 FEET; THENCE RUN NORTH 19',32'38" EAST, A DISTANCE OF 9.,31 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 4,35.61 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.108 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. ENeI#EERIL ~URVEYOR~I AND ECOLO~IeT~ 5-01 25313 1 O- 49- 25 lNG, 2 OF2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 110B2 TAX PARCEL NO. : C>c>~--~4~>~. ~l~l LOT t5 O.R. 2412, PG. 2091 RICHARD H. &: ALLISON $. GRIMES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LOT 9 O,R. 1501, PG, 1606 SORIN J. &: SYLVIA A. LUPU G.4 PARTNERSHIP O.R. 1679, PG. 1442 EXHIBIT /t /"/?,f LOT 8 / O.R. 1080, PG. 1920 WILBUR M. CHRIS~ANSEN, ,JR. POINT OF BEGINNING LU ClU..~ CHRISTIANSEN LOT 7 L = 39,29' To~ - 25.02' O,R. 1595, PG. 14Z0 Delta = 90'02'50" ]HOMAS R. PEEK Chord - N52'OO'32*E, 35.37' NORA ROTH PEEK // /I G-4 PARTNERSHIP O.R. 1679, PC. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) LOT 6 O.R. 1595, Pg. 1422 NORA ROTH PEEK z LOT 5 O.R. 1¢88, PG. 1753 DANIEL F. & CHARLOTI~ JOHNSTON LOT 4 O.R. 2007, Pg. 459 H, A. & EDITH G. S~EET LOT 3 O.R. 2007, PG. 457 N. A. & EDITH G. STREET R - ,5741.64' L - 453.98' Tan = 227.11' Delta - 04'31'40" . Chord = NOJ'52'17"E. 45,3.86 11.62' S89'35'10"1 SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE SCU~-IEAST CORNER OF THE SOUTHWEST OUAR]ER OF SECTION 10-49-25 B--~'rr~'~~o ~e Firm LB#642} Profeeeionol Land Surve~vor Florida Certificate No. 5365 Date Signed: ~_._~1~_~.~.~~c~ Not valid without the ~gnoture and the original raised a~l of a Florldo. Lice~d~r and Mapper. l5'85' PARI:EL 1 1 0.128 ACRES, +/- GRAPHIC 200' O' SCALE 100' 200' LEGEND: O.R. PG. P.C.P. ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PO, 1442 PINE RIDGE ROAD 69.97' NOO'26'50"E (COUNTY ROAD NO. 896) (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) NOTES: 1, THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4. NOT VAUD WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 9URVIrYOR8 AND ECOLOGISTI 5-01 25513 10-49-25 1" = 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 110B2 TAX PARCEL NO. : Oo2..,-~c~a..'~e,t ~l PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT EXHIBIT DESCRIPTION: PARCEL 110B2 A PARCEL Of LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK' ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'31'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 453.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 455.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 747.19 FEET TO AN INTERSECTION WITH A CURVE OF THE SOUTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2676, PAGE 1546 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90'02'50" AND A CHORD BEARING AND DISTANCE OF NORTH 52'09'32" EAST, 55.57 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 59.29 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 82'49'12" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 14.98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 82'49'12" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 12.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 435.61 FEET; THENCE RUN SOUTH 19'32'38" WEST, A DISTANCE OF 55.85 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 490.17 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.128 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. ENGINEIrRS, 8URVEYOR8 AND ECOL,OGIST8 5-01 25315 10-49-25 INC. 20F2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 510B2 TAX PARCEL NO. : ~>~2. ~o Z ~'C~l ~ LOT 1,3 O.R. 2412, PG. 2091 PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1506 $ORIN J. & SYLVIA A. LUPU O.R. IOBO, PG. 1920 ~LBUR M. CHRISTIANSEN. aR. LUClLLE CHRISTIANSEN vii G.4PARTNER~HIP 0. R, 167~ PG, 1442 / LOT 7 cf)C)I O.R. 1.595, PC;. 1420 THOMAS R. PEEK NORA ROTH PEEK 200' LOT 5 O.R. 14~, PC. 17S3 N19'32'38"E DA,~£L r. ~ CUARLOTT~ aO,USTON 46,54'~. I /II PARCEL 5 1 DB~ POINTi~'~i~ 0.016 ACRES, +/- 95.54' LEGEND: kOl 4 LOT 3 0-4 PARTNERSHIP O.R. 2O07, PC. ~57 ]/ O.R. 1679, PG. 1442 // G-4 PARTNERSHIP O,R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) GRAPHIC SCALE O' 100' 200' ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) R - 5741.64' L = 455.98' YEASEMENT O,R. BOOK g57, PAGE f~4 Tan -- 227.11' O.R. BOOK f640, PAGETf4 Delta - 04'~1'49" / / · Chord - NO4'52'17"E, 453.86' 11.62' S89'33'10"E SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE SOUTHEAST CORNER OF 3~-IE SOUTHWEST QUARTER OF S~C~ON 10-49-25 PINE RIDGE ROAD 69.97' (COUN~ ROAD NO. 896) NOO*26'50"E NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. ~n (For~e Ftr~, LBt642) Professional Land $~ve~- .... Florida Certificate N~.' .~565 ~ , Date Signed: ~~o~ Not ~lld without ~e ~Ignature.and the ~iglnal raised seal of a Florida Llceased Su~eyor and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC. ENGINEERS, GURVEYORS AND ECOL.OGIGTS PQIK:IANA ~S40 GQU3~ 1434-0333 5-01 25313 10-4g-25 1" - 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 510B2 TAX PARCEL NO. : EXHIBIT_ ._ PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT DESCRIPTION: PARCEL 510B2 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04'.51'49" AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 453.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 453.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 233.93 FEET; THENCE RUN SOUTH 82'51'¢8" EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 48.08 FEET; THENCE RUN NORTH 19'32'38" EAST, A DISTANCE OF 46.54 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 95.54 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 10.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.016 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING. INC, ENGINEER8. BURVEYOR~ AND ECOLOGIST8 434-0,133 5-01 25313 10-49-25 2 OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 11 TAX PARCEL NO. :~t LOT 13 O.R. 2412, PC. 2091 RICHARD H. & ALUSON S. GRIMES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1606 SO, IN J. & ~:YL.V1A A. LUPU 10A I10~ G.4 PARTNERSHIP O.R. 1679, PG. 1442 LOT 8 O.R. 1080, PG. 1920 WILBUR M. CHRISllANSEN. JR. LU ClLLE CHRISTIANSEN O.R. 1598, PG. 14-20 ~lffOMAS R. PEEK NORA ROTH PEEK O.R. 1595, PG. 1422 NORA ROTH PEEK LOT 6 O.R. 1488, PO. 1783 DANIEL F. & CHARLOTTE dOHNSTON POINT C LOT 4 O.R. 2007, PG. 459 H. A. & EDIT~I G. STREET LOT 3 O.R. 2007', PG. 457 H, A. & EDI]H G. STREET ~URVl!: I~ATA~ R = $761.64' L = 66.26' --Tan = 53.13' Delta = 00'`39'57" Chord NO6'48'15"F CE RYE: DA'rAI R = 5741,64' L = 45,3.98' Tan = 227.11' Delta = 04',31'49" Chord = NO4'52'lT"E. 45,3.86 / S82'51 '48"E 40.00' / 68.! 11.62' S89',33'10" SECTION 10 SECTION 15 POINT OF COMMENCEMENT THE: SOUTHEAST CORNER OF ~t'IE SOUTHWEST QUARTER OF' SEC~ON 10-49--25 // // II 200' S82'51'48"E 12.00' G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) LEGEND: GRAPHIC SCALE o' i oo' 2oo' O.R. PG. P.C.P. ( IN FEET ) 1 inch = 800 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT PARCEL 1 1OB3 0.075 ACRES, +/- G-4 PARTNERSHIP / O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) CURV[ DATA: R = 5689.64' 55.81' L = 11.68' Tan = 5.84' S19'09'37"W Delta = 00~)7'0,3" Chord = S07'04'40"W, 11.68' I/ RIGHT-OF. WA Y EASEMENT O.R. BOOK ~?, PAGEr384 PINE RIDGE ROAD 69.97' NOO'26'50"E Professional Land Su ~ry~.,?o[,-: Fl~ido C~ifice[e N~5 ? s,~... 3~~%J~' mot ~lld wither' ~otur~ anti the orlglnel rolsed se~l of e R~ldo ~lcensed'Sur~-ond Mapper. (COUNTY ROAD NO. 096) NOTES: 1. THIS IS NOT a SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEIrRB, SURVE:YORI AND 5--01 25-~13 10-49-25 1" - 200' 1 Of 2 NOr A I~I[y PROJECT NO. : 601.~4 PROJECT PARCEL NO. : 110B5 TAX PARCEL NO. :¢g>z.~ o~-~o~l PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT EXHIBIT DESCRIPTION: PARCEL 110B3 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO, 896); THENCE RUN NORTH 89'53'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 11.62 FEET TO AN INTERSECTION WITH A CURVE OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5741.64 FEET, A CENTRAL ANGLE OF 04°.:31'49'' AND A CHORD BEARING AND DISTANCE OF NORTH 04'52'17" EAST, 455.86 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 455.98 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT--OF--WAY LINE OF GOODLETTE--FRANK ROAD, A DISTANCE OF 255.93 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 82'51'48" EAST, A DISTANCE OF 12.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 2.33.93 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5689.64 FEET, A CENTRAL ANGLE OF 00'07'0.3" AND A CHORD BEARING AND DISTANCE OF SOUTH 07'04'40" WEST, 11.68 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 11.68 FEET; THENCE RUN SOUTH 19'09'.37" WEST, A DISTANCE OF .55.81 FEET TO A POINT ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5701.64 FEET, A CENTRAL ANGLE OF 00'.39'57" AND A CHORD BEARING AND DISTANCE OF NORTH 06'48'15" EAST, 66.26 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 66.26 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 23.3.95 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.075 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. ~URVEYOfl8 AND ECOLOGISTS 434--0333 5-01 25515 10-4-9-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 510B5 .... TAX PARCEL NO. : o,~;.A-~z-S~!..o[ LOT 13 O.R. 2412, PG. 2091 RICHARD H. & ALLISON $. [~IMES PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT LOT 9 O.R. 1.501, PG. 1606 SORIN J. & SYLVia A. LUPU iOA C-,4 PARTNERSHIP O.R. 1679, PG. ~442 EXHIBIT_ ._ LOT 8 O.R. 1080, Pa, 1920 W1LBUR M. CHRISTIANSF-N, JR. LUCll I F CH RISTIANSEN LOT 7 O.R. 1595, PG, 1420 THOMAS R. PEEK NORA RO~3-1 PEEK LOT 6 O,R. 1595, PG. 1422 NORA ROTH PEEK z 0 II // LOT 5 O,R. 1488, PC, 1783 /! ~ OANIEL F. & CHARLOI-FE JOHNSTON ;82' '¢8"E LEGEND: O,R, PG. P.C.P. 15' COUNTY RIGHT. OF. WA Y ~ _10. 0 O' LOT 4 PARCEL 51DB3 o.~. 2oo,..~. ,~ ;~ ~ TEPEE -+7-' H. A. & EDI~-I G. STF~r. ET ~ · G-4 PARTNERSHIP CURVE DA'I'A= '~ O.R. 1679, PG. 1442 R = 5689.64' "' %o ~o LOT 25 L = 11,68' ~ ~. ~, (PINE RIDGE COMMONS P.U.D.) O.R. 2007, PG. 457 Ton = 5.84' La/ (COUNTY ORDINANCE NO, 99-94} Delto = 00'07'05" J H. A. ~ EDITH G. S13~EET Chord = NO7'O4'4C"E, 11.68' numv¢ DATAI [~URV~' DATA; 55.81'z~.---~'~.., R = 5679.64' = 5701.64' . JJ~ L = 12.71' . R N19'09'57"E = 249.90' L / 55.77' Ton = 6.36' Ton = 124,97' S19'09'37"W Delto = 00'07'42" Delto = 02'50'41" I Chord = S07'04'21"W, 12.71' Chord = N05'12'54"E, 249.88 DURV'~ DATAt CURVE: DATA= L = 289.38' R = 88.00' Ton = 144.72' NOTES: L = 42 Delto = 02'34'47" o.,::"'" IIl/ Chord <,o, = so,.oO.ll-W. 2,9. 5. ,. '20" CURVE: DATA___._[ 2. Chord = R = 5691.64' NOg'56'Ol"W, 42.26' I"~ ' ' /~"--~----- L = 91,50' Ton = 45.75' NOO.20,50.E , ,~ , , Delto = 00'55'16" Chord = NOS'OS'O9"E, 91.50' 38.42' SECTION S89'33'10"E PINE RIDGE ROAD SECTION 15 J (COUNTY ROAD NO. 896) POINT OF COMMENCEMENT 1HE SOUTHEAST CORNER OF' THE SOUTHV/~'S'T QUARTER OF ~Cl10~ 10--49-25 G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) Borry E. ~,~en (Far'~he'"~n'P. Professional Land ~r~e~ Rorldo Certlflc;te No, ~5 Date Signed: ~~o~, - ' Not valid without ,the ~ignature a~ ~e original raised seal of a Florida LinSeed Surve~ and Mapp~. GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT THIS IS NOT A SURVEY. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'0B'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10,TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINE:ERS. 8URVE:YOR$ AND ECOLOGISTS 5-01 25313 10-49-25 1' = 200' I OF 2 IOA PROJECT NO. : 60154 PROJECT PARCEL NO. : 510B3 TAX PARCEL NO. : EX _HlJaT_A_ PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT DESCRIPTION: PARCEL 510B5 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN SOUTH 89'53'10" EAST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 58.42 FEET TO AN INTERSECTION WITH A CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64 FEET, A CENTRAL ANGLE OF 00'55'16" AND A CHORD BEARING AND DISTANCE OF NORTH 05'05'09" EAST, 91.50 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 91.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 88.00 FEET, A CENTRAL ANGLE OF 27'47'20" AND A CHORD BEARING AND DISTANCE OF NORTH 09'56'01" WEST, 42.26 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 42.68 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 5701.64 FEET, A CENTRAL ANGLE OF 02'.30'41" AND A CHORD BEARING AND DISTANCE OF NORTH 05'12'54" EAST, 249.88 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 249.90 FEET; THENCE RUN NORTH 19'09'57" EAST, A DISTANCE OF 55.81 FEET TO A POINT ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5689.64 FEET AND A CENTRAL ANGLE OF 00'07'05" AND A CHORD BEARING AND DISTANCE OF NORTH 07'04'40" EAST, 11.68 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 11.68 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 233.93 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 07°08'12" WEST, A DISTANCE OF 2,3..3.93 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5679.64 FEET, A CENTRAL ANGLE OF 00'07'42" AND A CHORD BEARING AND DISTANCE OF SOUTH 07'04'21" WEST, 12.71 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 12.71 FEET; THENCE RUN SOUTH 19'09'.37" WEST, A DISTANCE OF 55.77 FEET TO A POINT ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64 FEET, A CENTRAL ANGLE OF 02'54'47" AND A CHORD BEARING AND DISTANCE OF SOUTH 05'00'11" WEST, 289.55 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 289..38 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.153 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINE;ERS. SURVEYOR8 AND ECOLOGi~mom: ~4'o ,,.~..o3~ 5--01 25313 10-49-25 ~ROJECT NO. : 60154 , PROJECT PARCEL NO. : 110C TAX PARCEL NO. : Oc~:~,~,~ ( LOT 13 O.R. 2412, PG. 2091 RICHARD H. & ALUSON S. GRIMES FEE SIMPLE INTEREST LOT 9 O.R. 1501, PG. 1606 SORIN J. & SYLVIA A. LUPU /< O.R. 1679, PG. 1442 LOT 8 O.R. I080, PG. 1920 Vdt. BUR M. CHRIS'nANSEN, JR. LU CILLE CHRIS'FlANS[N LOT 7 O.R. 1595, PG. 1420 ~OMAS R. PEEK NORA ROTH PEEK LOT 6 O.R. 1595, PG. 1422 NORA ROTH PEEK Z LOT 5 O.R. 1488, PG. 1785 OANIEL F. & CHARLOTTE JOHNSTON LOT 4 O.R. 2007, PG. 4§g H. A. & EDITH G. STREET LOT 5 O.R. 2007. PG.457 H, A. & EDII~ G. STREET R = 5691.64' L = 50.87' Ton = 15,43' II G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) LEGEND: O.R. PG. P.C.P. GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 fL INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LiNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4. NOT VALID WITHOUT SHEET 2 OF 2. Chord = .03'42'06'E 30.87' I I / /. = .^~, ~^, ~ ] J Tan = 56.67' PARCEL ' IIII II Delto--653332' ' " =u.~.~.. ~// / ~Chord = S56'56'27'E. 95.29' Ton = 45.75' [ I ~ Delto = 00'55'16" ~ 589N~56~~4~ Chord = N05'05'0 69.97' SECTION 10 SEC ~1~ OF COMMENCEME~ ~INT OF BEGINNING ~mE~ST C~N[R OF S~9'55'1 ~C~ 1~49-25 ~Sren ~~rm LBf642) Professional Lond Surveyor Florido Certificote No. 5565 Date Signed: Not valid without ~he signature and the original raised seol of a Florida Licensed Surve~r and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND ECOLOGIST8 5-01 ~5315 10-49-25 1" -- 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 110C TAX PARCEL NO. EXHIBIT_ _ FEE SIMPLE INTEREST DESCRIPTION: PARCEL 110C A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TO~ISHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN SOUTH 89',.5..5'10" EAST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF `58.4-2 FEET TO THE POINT OF BEGINNING AT AN INTERSECTION WITH A CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64 FEET, A CENTRAL ANGLE OF 00'55'16" AND A CHORD BEARING AND DISTANCE OF NORTH 0.5'05'09" EAST, 91.50 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 91.50 FEET TO AN INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 88.00 FEET, A CENTRAL ANGLE OF 65',.'3:5'`52" AND A CHORD BEARING AND DISTANCE OF SOUTH 56'`56'27" EAST, 95.29 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 100.69 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 89'48'`56" EAST, A DISTANCE OF 609.4-6 FEET; THENCE RUN SOUTH 73'07'24" EAST, A DISTANCE OF 46.83'5 FEET TO AN INTERSECTION WITH THE WEST LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1623, PAGE 818 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 00'46'24" EAST ALONG SAID WEST LINE, A DISTANCE OF 29.07 FEET TO AN INTERSECTION WITH SAID NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN NORTH 89'53'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY, A DISTANCE OF 7`59.17 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.714- ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYOR8 AND ECOLOGISTS 5-01 25515 10-49-25 2 OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 510C TAX PARCEL NO. :~oz~Z Tol~t LOT 13 O.R. 2412, PG. 2091 m~-uA~n u · ......... <{. GRIMES PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT LOT 9 O.R. 1501, PG. 1606 SGRIN J. ~' SYI. VtA A. LUPU 1UA C-.4 PARTNERSHIP O.R. 1679, PG. '1442 ExFmrr. LOT 8 O.R. 1080, PG. 1920 WILBUR M. CHRIS'RANSEN, JR. LUClLLE CHRISTIANSEN // LOT 7 O.R. 1595, PG. 1420 THOMAS R. PEEK NORA RO~'l PEEK LOT 6 O.R. 1595, PG. 1422 NORA ROll-I PEEK z LOT 5 O.R. 1488. PG. 1785 DANIEL F. & CHARLOT~ JOHNSTON 03~ BOOK967, PAGE 13~1 O.R. BOOK l~40, PAGE 714 LOT 4 O.R. 2007, PG. 459 H. A. & EDITH G. STREET LOT 3 O.R. 2007, PG. 457 H. A. & EDITH G. STREET LEGEND: PG. P.C.P. G-4 PARTNERSHIP O.R. 1679. PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 fL INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) NOTES: 1. 2. . = 5691.64' / / L = 50.87' Tan = 15.45' I Delta = 00'18'39" Chord= N03'42'06"E, 30.87q J PARCEL 510C POINT OF BEGINNING J'~ 0.006 ACRES, +/- R = 5691.64' ~uRv~ OATAI L = 91.50' R = 78.00' Ton = 45.75' L = 127.51' Delto = 00'55'16" Ton = 85.16' N03'OS'09"E, 0 Del[o= 95'40'01" ~ PINE RIDG~ ROAD ~ECTI ON I 0 (COUN~ ROAD NO. 8~) SECTION 15 ;uRvE DATA: R = 88.00' ~INT OF COMMENCEMEN 58.42' L = 100.69' S~EAST ~NER ~ ~sg'~'10'E Ten = 56.67' Delta = 65'53'52" Chord = N56'56'27"W, 95.29' THE SOU'I14'R[ST QUAR~R OF SECTION 10-49-25 Bony E. [~en (F°r~he Flrm LB(t642) Professional Lond Surye~or · ~ , . Rorida Certiflcote No. 5365 - Not volld wl~out ~e al~otuce ~d the orlgln~l rol~d seol of o Florlde Licensed :Surest end Mopper, THIS IS NOT A SURVEY. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07~08'12" E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEF..RS. BURVEYOR8 AND ECOLOGIS'T8 FCI4Cb%NA P/~l ~ 1081 ~ ~ O~IE PARKWAYI ~ I~[~IOA 3410~l PHONE ~1141~ ~ 5-01 J 25313 J 10-4g-25 J 1"' 200' I 1 OF 2 PROJECT NO. : 601,.54- PROJECT PARCEL NO. : 510C TAX PARCEL NO. : o ~ ~. ~ ~ ~.- ~'o I ~, I PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT IOA DESCRIPTION: PARCEL 510C A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN SOUTH 89'3.3'10" EAST ALONG SAiD NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF ,38.42 FEET TO AN INTERSECTION WITH A CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64. FEET, A CENTRAL ANGLE OF 00'55'16" AND A CHORD BEARING AND DISTANCE OF NORTH 0,3'05'09" EAST, 91.50 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 91.50 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 5691.64 FEET, A CENTRAL ANGLE OF 00'18'39" AND A CHORD BEARING AND DISTANCE OF NORTH 03'42'06" EAST, .30.87 FEET, RESPECTIVELY; THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF .30.87 FEET TO AN INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 78.00 FEET, A CENTRAL ANGLE OF 95'40'01" AND A CHORD BEARING AND DISTANCE OF SOUTH 42'58'55" EAST, 11.3.78 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 127.51 FEET TO AN INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 88.00 FEET, A CENTRAL ANGLE OF 65'55'52" AND A CHORD BEARING AND DISTANCE OF NORTH 56'.36'27" WEST, 95.29 FEET, RESPECTIVELY; THENCE RUN NORTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 100.69 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.006 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINErRS. BURVEYOR8 AND ECOLOGISI'8 ~ROJECT NO. : 601,34 PROJECT PARCEL NO. : 710 TAX PARCEL NO. LOT 5 O,R. 14~8. PG. 1783 DANIEL F. & CHARLOTTE .JOHNSTON LOT 4 O.R, 2007, PG. 459 H. A, & EDITH G. STREET LOT 5 O.R. 2007, PG. 457 H. A. & EDITH O. STREET / COUNTY RIGHT. OF-WAY EASEMENT O.R, BOOK 1640. PAGE ?f4 /'( 100' GRAPHIC 0' :HIBiT · .2/,, ~ S C ALE 50' 100' LEGEND: O.R. PG. ~'P.C.P. ( IN FEET ) 1 inch = 100 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT g 0 G-4 PARTNERSHIP O.R. 1679, PG. 1442 (PINE RIDGE COMMONS P.U.D.) (COUNTY ORDINANCE NO. 99-94) NOT~S: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. N13'06'! POINT OF BEGINNING 69.97' NOO'26'50'E SECTION 10 SEC~ON 15 ~ POINT OF COMMENCEMENT 11-1E SOUIt4EAST CORNER OF 11-1E SOUI~tWEST QUARI~R OF' SEc"noN 10-49-25 103.57' s89'33'10"E 41,72' NOO'26'50"E R = 78.00' L = 17.01' Tan = 8.54' DeRa = 12'29'54" Chord = S83'08'26"E, 16.97' 10.00' PARCEL ? 1, r'l 0.016 ACRES, +/- -- N89'48'56"W~ S89'48'36'E R = 88.00' L = 19.19' Tan = 9,65' Delta = 12'29'34" Chord = N83'OS'26"W, 19.15' N89'35'10"W TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) PINE RIDGE ROAD (COUNTY ROAD NO. 896) Barry E. S~ul~ (For the'~irm LB#642) Pro~essional Land Surveyor Florldo Cortlflcote No. 5555 Date Signed: Not valid with~u[-"~-~e---~gnature and the orlginol rGieed seal of e Florida Licensed Surveyor end Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA I JOHNSON ENGINEERING. INC. ENGINEERS, SURVEYOR8 AND ECOLOGISTS 12-01 25313 10-49-25 1"., 100' 1 OF 2 ~ROJECT NO. : 601,34 .... PROJECT PARCEL NO. : 710 TAX PARCEL NO. iOA EXHIBIT DESCRIPTION: PARCEL 710 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 00'26'50" EAST, A DISTANCE OF 69.97 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); THENCE RUN SOUTH 89',35'10" EAST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 10`3.57 FEET; THENCE RUN NORTH 00'26'50" EAST, A DISTANCE OF 41.72 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 13'06'21" EAST, A DISTANCE OF 10.00 FEET TO AN INTERSECTION WITH A CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 78.00 FEET, A CENTRAL ANGLE OF 12'29'34" AND A CHORD BEARING AND DISTANCE OF SOUTH 8`3'08'26" EAST, 16.97 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 17.01 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 89'48'`36" EAST, A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 00'11'24" WEST, A DISTANCE OF 10.00 FEET; THENCE RUN NORTH 89'48'36" WEST, A DISTANCE OF 50.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 88.00 FEET, A CENTRAL ANGLE OF 12'29'.34" AND A CHORD BEARING AND DISTANCE OF NORTH 8`3"08'26" WEST, 19.15 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 19.19 FEET TO THE SAID POINT OF BEGINNING. ~' CONTAINING 0.016 ACRES OF LAND, MORE OR LESS. TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA I JOHNSON ENGINEERING. INC. ENGINEERS, SURVEYOR8 AND ECOLOGIST8 12-01 25,313 10-49-25 PROJECT NO. : 60154 PROJECT PARCEL NO. : 111 TAX PARCEL NO. : Oe?-3~'e~,o ~t- CURVE DATA: R : 25.00' L = 28.98' Ton = 16,37' Delto= 66'25'10" Chord : S.26'04'32"E., 27.39' LOT 8 LOT 7 O.Ft 1~ PG. 1420 THOMAS R. PED( NORA ROTH PEEK PARCEL111 0,069 AC~£S. +/- LOT 6 O.R. 1,.~5. PG. 1422 NORA ROIH PEEX LOT 5 57.02' LOT 4 O.R, ~007, PG, 4.~ H. A. & EOllH G. STR£ET 10/1 O.R. 1679, PG. 1442 CURVE DATA: R = 25.00' L = 10.27' Ton = 5.21' Del[e = 23'31'51" Chord = S.71'03'03"E., 10.20' N82'4g'$ 2'W du'aw' R = 25,00' L = 10.51' Ten = 5.2.3' Del[o= 25'57'27" Chord = S.85'22'14"W., 10.24' // 0.R. 167g, PG. 1442 E: LJ RVE DATA: R = 5679.65' L = 454.05' Ten = 227.16' Delto= O4'34'51" Chord = N.O4'50'47"E., 453.96' SOUTH LINE OF S89'09'51"W SECTION 10-49-25 9.57' \ /./' 69 79' PINE RIDGE ROAD/-~ ( SR 896 NORTH-SOUTH 1/4 SECTION \ LINE OF SECTION 10-49-25 \ \ POINTOFCOMUENCEklENT SOUTHERLY 1/4 CORNER OF SEC]ION 10-49-25 200' EXHIBIT_, _ la, m.ZLofJ.o./_ GRAPHIC SCALE 0' I00' 200' ( IN FEET ) 1 inch = 200 ft. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. ,3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT LEOEND: PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT n rm I Rj~642) Professional Land Surveyor Florido Certificote No. 5565 Not. valid wi[haut, t'ne s~gnoture and the original raised seal of a Florida Licensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYOR8 AND ECOLOGIST8 1-01 ~gala ~T~49-25 ~1' = 200' ~1 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 111 TAX PARCEL NO. : Ooz.~f',,f~,~4. EXHJ,B_IT_ ": DESCRIPTION: PARCEL 111 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 01'16'56" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89"09'51" WEST 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS BOOK OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY 454.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE OF 04"54'51" AND BEtNO SUBTENDED BY A CHORD WHICH BEARS NORTH 04'50'47" EAST 455.96 FEET; THENCE CONTINUING ALONO SAID RIGHT-OF-WAY NORTH 07'08'12" EAST 861.19 FEET; THENCE LEAVING SAID RIGHT-OF-WAY SOUTHEASTERLY 28.98 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 66'25'i0" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 26'04'52" EAST 27.59 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTHEASTERLY 10.27 FEET ALONG THE ARC OF SAID CIRCULAR CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 25'51'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 71'05'05" EAST 10.20 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 82'49'12" EAST 57.02 FEET; THENCE SOUTH 07"08'12" WEST 64.00 FEET; THENCE RUN NORTH 82'49'12" WEST 56.98 FEET; THENCE SOUTHWESTERLY 10.51 FEET ALONG THE ARC OF A TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 25"57'27" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 85'22'14" WEST 10.24 FEET; THENCE NORTH 07'08'12" EAST 68.17 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.069 ACRES OF LAND, MORE OR LESS. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY, DRAINAGE AND UTILITY EASEMENT SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON EN~-iNEERING. INC, ENGINEER8. 8URVEYC'R8 AND F. COLGGI81'S I~"~ClN'~A I=A~/ surIE 1°~ 2s4° ~ ~ P'4~WAYI NA'"3~ ~DA ~t' ~ I'l~ T0:210 ~ ~ ~-49-25 ~ ~ 1-01 25513 PROJECT NO. : 601,54 PROJECT PARCEL NO. : 112A1 TAX PARCEL NO. : ~o~.~2-~'c~tot LOT 15 O. FL 1774, PG. 2218 PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT L(.) I ?4 0.1~ 24'12, P~ zo91 RICHARD H. & ALUSON ~. GRIMES /IOA NORTH NAPLES UNITED METHODIST CHURCH, INC. O.R. 2267, PO, 845 LOT 13 O.~L 2412, PG. --~91 SORIN J. & SYLVIA ~U~ N~~ // PARGEL1 1 2Al 0.449 ACRES, +/- PARTNERSHIP O.R. 1679, PG, 1442 ~ : ~' LEGEND: '~// g O.R. /i ~ PG. ~ P.C.P. II LOT 8 O,R. 1(~0, ~ ~LBUR M. O-IRISllANSEN, JR. LOT 7 THOMAS R. PEEK NORA ROTH PEEK R = 5679.65' L = 454.08' Ton = 227.16' Delta = 04',34'51" Chord = N.04'50'47"E., 455.96' NORTH-SOUTH 1/4 SECTION LINE OF' SECTION 10-49-25 SOUTH LINE OF S89'O9'51"W SECTION 10-49-25 9.57' ~ / "ORmERLY R/W LINE 69.79' PINE RIDGE ROAD ( SR 896 ) I~INT OF COliMF. NCEIIENT SOUTHERLY 1/4 CORNER SKETCH OF SECTION 10-49-25 Professional Land Surve.~or Florldo Certificate No. 5,365 Dote Signed' Not v~lld wl[h~u-~ '(he §lgnoture and the original raised seal of o Florida Licensed Sur~yor and Mopper, INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT GRAPHIC SCALE O' 100' 200' ( IN FEET ) I inch = 200 ft. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4, NOT VAUD WITHOUT SHEET 2 OF 2. AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERB. SURVEYOR8 AND ECOLOGIST8 IN~HC:IANA 434--G.133 fi, J[ ND. 5-01 25313 10--49-25 1' m 200' 1 OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 112A1 TAX PARCEL NO. DESCRIPTION: PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT PARCEL 112A1 EXHtBIT_., L A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST, COLLIER COUNTY; FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER OF SECTION 10, TOWNSHIP 4.9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 01'16'56" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89"09'51" WEST, A DISTANCE OF 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 454.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE OF 04"34'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 04"50'47" EAST, 455.96 FEET, RESPECTIVELY; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY NORTH 07"08'12" EAST, A DISTANCE OF 1102.03 FEET; THENCE NORTH 89"31'55" EAST, A DISTANCE OF 15.13 FEET TO THE POINT OF BEGINNING; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 782.58 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, AT PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 89'51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 25.22 FEET; THENCE SOUTH 07"08'12" WEST, A DISTANCE OF 782.58 FEET; THENCE SOUTH 89"31'55" WEST, A DISTANCE OF 25.22 FEET TO THE SAID POINT OF BEGINNING CONTAINING 0.44-9 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. SrNGINEERS, SURVEYOR8 AND EC, OLOGISTB · 5-01 2551,~ 10-4.9-25 2 OF 2 PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT PROJECT PARCEL NO. : 112B1 TAX PARCEL NO. LOT O.K 177~, P~ ~8 , RICHARD J. & DORI A, E. ZANDY RICHARD H. ac AllISON S. GRIMES 1 Nsg'31'55"E 40'35'/ POINT OF BEG/NN/NG LOT 13 0.~, 2412, PO. 2081 RICHARD H. ac ALLISON S. GRIMES LOT g O.R. 1~'1, PG. l~Oe SORIN d. ac SYLVIA A. LUPU LOT ,9 O.R. 1080, PG. 1920 WILE~UR hi. CHRISTIANSEN, LUClLLE CHRIS1]ANSEN LOT 7 ~ I~PG. 1420 ~IOMAS R. PEEK NORA R01~ PEEK NORTH-SOUTH 1/4 SECTION LINE OF SECTION 10-49-25 SOUTH LINE OF ~ SECTION 10-49-25 PINE RIDGE ROAD //IOA O,R, 2267, PO, 8¢5 // laAFIC£L1 i ~B1 o.o~ AC.ES, +/- G.4 PARTNERSHIP O.R. 1679, PG. 1442 O.R. PG. P.C.P. G-4 200' PARTNERSHIP 0.1~ 167~ PG. 1442 ( PINE RIDGE COMMONS P,U.D. ) ( COUNTY ORDINANCE NO. 99-94 ) CURVE DATAI E = 5679.65' L = 454.08' Ton = 227.16' Delta = 04'34'51" Chord = N.O4'50'47"E., 45,3.96' S89'09'51 "W 9.57' ( SR 896 ) SOUTHERLY 1/4 CORNER OF SECTION 10-4.9-25 INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT 5-01 GRAPHIC SCALE O' 100' 200' B ~.,¥m LB#642) Professional 'Land Su~yor ~ Florida Certificate No[ 5.~65 at ~lld wlth~~oture 0nd the original relsed seal of o Roride Ll~ena~ ~rveyor end Mopper. ( IN FEET ) 1 inch = 200 ft. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07~8'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYOR8 AND ECOLOGIST8 2840 ~ 434-G333 25.313 10-49-25 1" - 200' 1 OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 112B1 TAX PARCEL NO. : 'oc~'z..A.c,z. ~'e¢,,t IOA EXHIBIT_ PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT DESCRIPTION: PARCEL 112B1 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 01'16',.36" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89"09'51" WEST, A DISTANCE OF 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 1.3, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 454-.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE OF 04'.34'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 04"50'47" EAST, 4-55.96 FEET, RESPECTIVELY; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY NORTH 07"08'12" EAST, A DISTANCE OF 1884.61 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 89'31'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 4.0.55 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89"51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 12.11 FEET; THENCE SOUTH 07"08'12" WEST, A DISTANCE OF 167.05 FEET; THENCE SOUTH 19"52'58" WEST, A DISTANCE OF 55.85 FEET; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 220.00 FEET TO THE SAID POINT OF BEGINNING CONTAINING 0.055 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYOIt8 AND E~COLOGI81'8 2440 ~ 434--D3;33 5-01 25;]1.3 10-4-9-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 512 TAX PARCEL NO. : ~o ~- *{-~ ~- ~'~ { G [ LOT 15 O.R. 1774, ~ 2~18 PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT LUI 7~ RICHARD H. & ALLISON S.GRIMES 19'32 LOT 13 O.K 241~ ~ ~ RI~ARD H. & A~S~ S. GRIMES LOT g O.R. 1501, PG. leOe $ORIN ~ & SYI.%qA A. LUPU N§9'31 '55"E //IOA NORTH NAPLES UNITED METHODIST CHURCH, INC. O.R. 2267. PG. 84.5 // 8"W 55.85' PARCEL 5 1 2 0.180 ACRES, +/- PARTNERSHIP O.R. 1679, PC. 1442 LEGEND: O,Ro PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 8 0.1~ 10~0, PG. 1920 ~LBUR M. CHRIS]]ANON, JR. LUClLLE CHRISTtANSEN ~OINT OF BEGINNING s~9'51'55"w G-4 // PARTNERSHIP 200' ~/ ( PiNE RIDGE COMMONS P.U.D. ) ~/ ( COUNTY ORDINANCE NO. 99-94 ) GRAPHIC SCALE o' 10o' 2oo' ( IN FEET ) 1 inch = ;~00 ft. LOT 7 O.R. 1~,~, PG. 1420 THOMAS R. PEEK NORA ROTH PEEK NORTH-SOUTH 1/4 SECTION LINE OF SECTION 10-49-25 SOUTH LINE OF ~ SECTION 10-49-25 PINE RIDGE ROAD CURVE DATAI R = 5679.65' L = 454.08' Ton = 227.16' Delta = 04~4'51" Chord = N.O4~O'47"E., 455.96' SOUTHERLY 1/4 CORNER OF SECTION 10-49-25 en ~,m Profeee[onol Lond Surveyo~ Florldo Certlflcote No. '5365 Date Signed: --~4-=L-t-:_ ' Not valid wlthout' "' "the signature ond~the original raised seal of o Florida Licensed SurveyOr and Mapper. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4-. NO]' VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. EIJ~INEER~, 8URYEYOR~ AMD ECOLO~I~I'8 5-01 2531;5 10-49-25 1' .. 200' 1 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 512 TAX PARCEL NO. PERPETUAL, NON- EXCLUSIVE SLOPE AND UTILITY EASEMENT EXHIBIT. lOt DESCRIPTION: PARCEL 512 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER Of SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 01'16'56" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89'09'51" WEST, A DISTANCE Of 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 454.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE Of 04'54'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 04'50'47" EAST, 455.96 FEET, RESPECTIVELY; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY NORTH 07'06'12" EAST, A DISTANCE OF 1102.05 FEET; THENCE NORTH 89'51'55" EAST, A DISTANCE OF 40...55 FEET TO THE POINT OF BEGINNING; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 562.59 FEET; THENCE NORTH 19'~2'58" EAST, A DISTANCE OF 55.85 FEET; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 167.05 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, AT PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 89'51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 10.09 FEET; THENCE SOUTH 07'08'12" WEST, A DISTANCE OF 169.47 FEET; THENCE SOUTH 19'52'..58" WEST, A DISTANCE OF 55.85 FEET; THENCE SOUTH 07'06'12" WEST, A DISTANCE OF 560.17 FEET; THENCE SOUTH 89'51'55" WEST, A DISTANCE OF 10.09 FEET TO THE SAID POINT OF BEGINNING CONTAINING 0.180 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINE IG. INC. ENGINEF. RS, BURVIrYOR8 AND E¢OL.OGIST8 5-01 25313 10-49-25 Ne/AW 2 OF2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 712 TAX PARCEL NO. : C>c~>2. ~>~>t~,~ LOT 15 O.R. *~774, PG. 221g RICHARD J. & DORI A. E. ZANDY LOT 14 O,R. 24~2, PG. RICHARD H. & ALLISON S. GRIMES N89'51' 62.55' LOT '13 o.P, 2412, PG. 2~1 RICHARD H. & ALUSON S. GRIMES LOT g O.R. 1001, PG. SORIN J. & SYLVIA A. LUPU LOT 8 O.R..tOeD, PG, WILBUR M. CHRISTIANSEN, JR. LUCILLE CHRIS33ANSEN LOT 7 O.R. 1,~, PC,. 1420 3HOMAS R. PEEK NORA ROTH PEEX NORTH-SOUTH 1/4 SECTION LINE OF SECTION 10-49-25 SOUTH LINE OF SECTION 10-49-25 PINE RIDGE ROAD B~e~n ~~'m LB~642) Professional Land Surv~or Florida Certificate No. 5365 S,g.ed: Not velld withoUt, the ~signotdre 'end the origin=l raised seal of e Florida Licensed Surveyor end Mopper. N07'08'1 // NORTH NAPLES UNITED METHODIST CIW, IRCH, INC. O.R. 2267, PG. 845 N§9'31 '55"E 42.88' 11.58' C.,-4 PARTNERSt. N82'51'48"W 42, 50' PARCEL ? 1 2_. 0.008 ACRES, +/- TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) O.R. 1679, PG. 1442 LEGEND: O.R. PG. P.C.P. // PARTNERSHIP t ( PINE RIDGE COMMONS P.U.D. ) ( COUNS'¢ ORDINANCE NO. 99-94 INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT C U RVIE DATAI R = 5679.65' L = 454.08' Ton = 227.16' Delta = 04'54'51" Chord = N,O4'50'47"E., 453.96' S89'09'51 "W 9.57' . '"'~ NO1 '16'56 "W 69.79' ( SR 896 ) POINT OF COMMENCEMENT SOUTHERLY 1/4 CORNER OF SECTION 10-49-25 GRAPHIC SCALE O' 100' 200' (IN FEET ) 1Luch = ~00 ft. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT 'rD EASEMENTS. RESERVATIONS AND RESTRICTIONS OF' RECORD. 4. NOT VALID W1THOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 5-01 ,JOHNSON ENGINEERING. INC. ENGINEERS. 8UItVEYOR8 AND F.~LOGIST8 25513 10-49--25 1' = 200' I OF 2 PROJECT NO. : 601.34- PROJECT PARCEL NO. : 712 TAX PARCEL NO. : OOa..~mZ.. iOA TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) DESCRIPTION: PARCEL 712 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 01"16'56" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89"09'51" WEST, A DISTANCE OF 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 454.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE OF 04"54'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 04"50'47" EAST, 455.96 FEET, RESPECTIVELY; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY NORTH 07'08'12" EAST, A DISTANCE OF 1884-.61 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 89'51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 62.55 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89"51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 42.88 FEET; THENCE SOUTH 07"08'12" WEST, A DISTANCE OF 11.58 FEET; THENCE NORTH 82"51'48" WEST, A DISTANCE OF 42.50 FEET; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 5.70 FEET TO THE SAID POINT OF BEGINNING CONTAINING 0.008 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING. INC, ENGINEER8. SURVEYOR8 AND ECOLOGI81'~ I~INC~N~A 5--01 25515 10-49-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 113 TAX PAI~CEL NORTH LINE OF SECTION 10/ POINT OF BEGINNING LOT 21 O.R. 2272, PG. 1707 LOT 20 ~ ~'~'~a' r O.& 079, PG. 114 // // LOT 19 O,R. ~ PG. 414 LINDA JAY GOWETT // CENTEX HOMES LEGEND: s_~9'~2'j ~_'_w -~ L~2 5_. ~j'. /T,~- - POINT OF COMMENCEMENT,// NORI'HEAST CORNER OF SECTION ,o_4 _EXiHiBiT_. 10A LOT 18 O.R. 412, PG. RICIIARD [. & B. W. RAMSDEN LOT 17 O.R. 1978, PG. 311 JO~ THO6~ES & IH(X~iA$ C. HFR~R // O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NORTH NAPLES UNITED METHOD/ST CHURCH,/NC, O.P~ 22flZ, PC,. 645 LOT "16 IHOMAS IF. ~ SUSAN O. M^LONEY LOT RICHARD J. & DORI A. C ZAND¥ OJ~ 2412, PG. RICHARD H. ~¢ ALUSON S. C-.,RIk~ES PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT Professional Land SurVeyOr Florida Certificate N~. 5365 . . Not valid without tho {~ignotUro ~nd tho original roi~od seal of o Florida Liccrmcd Sur:veyor and Moppcr. 200' GRAPHIC S C ALE 100' 2O0' / / // // G4 PARTNERSHIP O.R. 1679, PG. 1442 ( ~r~ Fr.r.? ) 1 inch = 200 ft.. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'0B'12" E. ,3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYORS AND ECOLOGIET$ POI'4(3r~J4A PAJ:~(I ~bTIT Io~I ~4o ocxD($t c,x~ P.A~XWAyI NJ~t~SI FLCRIOA ~'~'~r ~ ~.4,~ 10-4@-25 ~' = ~00' 1 OF 2 PROJECT NO. : 601,_34 PROJECT PARCEL NO. : 115 TAX PARCEL NO. EXH IT_, iOA .; DESCRIPTION: PARCEL 113 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89'16'42" WEST ALONG THE NORTH LINE OF SAID SECTION 10, A DISTANCE OF 1835.14 FEET TO AN INTERSECTION WITH THE NORTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD ( COUNTY ROAD NO. 851 - 100' R/W ); THENCE RUN SOUTH 07'08'12" WEST ALONG SAID NORTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1,558.56 FEET TO AN INTERSECTION WITH THE NORTH LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 82'51'48" EAST ALONG SAID NORTH LINE, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING; THENCE FROIvl SAID POINT OF BEGINNING CONTINUE SOUTH 82'51'48" EAST ALONG SAID NORTH LINE, A DISTANCE OF 35.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 519.89 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 12.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 471.84 FEET; THENCE, RUN SOUTH 19'52'32" WEST, A DISTANCE OF 55.86 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 577.00 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 12.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 96.05 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845; THENCE RUN NORTH 89'31'55" WEST, A DISTANCE OF 47.42 FEET; THENCE RUN NORTH 07'08'12' EAST, A DISTANCE OF 1525.60 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 1.388 ACRES OF LAND, MORE OR LESS. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENG, INEER$. ~URYEYOR~, AND ECOLOGIS'I"8 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 715A TAX PARCEL NO. LOT 15 RICHARD H. & ALLISON S. GRIMES N89'51'55"E B2.55' LOT 13 LOT g SORIN J. & SYLVIA A. LUPU 42.88,' PARTNERSHIt~ O.R. 1679, PG. 1442 PARCEL '713A 0.054 ACRES, +/- TEMPORARY DRIVEVVAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) LEGEND: PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 8 O.R, 10~0, ~ IMI. BUR M. CHRIS'I]ANSEN, JR. LU CILLE CHRISTIANSEN // LOT 7 o.1~ 1~5, AG. 1420 THOMAS R. PE~K NORA ROTH PEEK NORTH-SOUTH 1/4 SECTION LINE OF SECTION 10-49-25 SOUTH LINE OF SECTION 10-49-25 PINE RIDGE ROAD G-4 PARTNERSHIP OJ~ 167'3, PG, 1442 PINE RIDGE COMMONS P,U.D. ) COUNTY ORDINANCE NO. 99-94 ) CURVE DATA: R = 5679.65' L = 454.08' Tan = 227.16' Delta = 04'34'51" Chord = N.O4'50'47"E., 453.96' S89'0g'51 "W 9.57' ? ~'~ N01'I 6'36"W _L..// 69.79' ( SR ~96 ) POINT OF ~OIIIYENCEIttENT Professional-Lend Surveyor . Florida CerUficete No. 5365 Dote Signed: ~_~_.~.~_.~_--~00~ Not volid without ~he slgneturs end the orlglnct raised seol of a Florido Licensed Surveyor ond Mopper. SOUTHERLY 1/4 CORNER OF SECTION 10-49-25 200' GRAPHIC SCALE O' 1OO' 200' ( IN FEET ) 1 inch = 200 ft. NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF O00DLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINE:ERS, SURVEYOR8 AND ECOLOGIST~ I"~N(]N~ 2840 QQLD~I 434-03~ 5.-01 25313 10--49-25 1' = 200' 1 OF 2 PROJECT NO. : 601,.94 PROJECT PARCEL NO. : 71.,9A TAX PARCEL NO. : IOA DESCRIPTION: PARCEL 715A TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHERLY QUARTER CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH-SOUTH QUARTER SECTION LINE OF SAID SECTION 10, NORTH 0196'56" WEST 69.79 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF PINE RIDGE ROAD (S.R. 896); THENCE ALONG SAID BOUNDARY, SOUTH 89"09'51" WEST, A DISTANCE OF 9.57 FEET TO A POINT OF CURVATURE ON THE EASTERLY RIGHT-OF-WAY OF FRANK BOULEVARD, 100 FOOT RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 13, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 454.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 5679.65 FEET, THROUGH A CENTRAL ANGLE OF 04'54'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 04'50'47" EAST, 45.3.96 FEET, RESPECTIVELY; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY NORTH 07"08'12" EAST, A DISTANCE OF 1884.61 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 89°51'55" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 62.55 FEET TO THE POINT OF BEGINNING; THENCE NORTH 07'08'12" EAST, A DISTANCE OF 58.52 FEET; THENCE SOUTH 82'51'48" EAST, A DISTANCE OF 42.50 FEET; THENCE SOUTH 07'08'12" WEST, A DISTANCE OF 52.64 FEET TO AN INTERSECTION WITH SAID SOUTH LINE OF THE PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2267, PAGE 845 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE SOUTH 89"51'55" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 42.88 FEET TO THE SAID POINT OF BEGINNING CONTAINING 0.054 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. BURV£YOR8 AND ECOLOOI~r'~ PROJECT NO. : 601,34- PROJECT PARCEL NO. : 713B TAX PARCEL NO. :,o0'2.. ~ Z- ~c, 7..o ~ / / NORTH LINE OF SECTION 10 TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) LOT 20 LoT 19 I I UNDA JAy COWETT / -- ~82'51/48" E, ~ LOT 18 O.R. 4t~. PG. 111 RICHARD E. & El. W. RAMSD£N LOT 17 O.R. 1978, PO. 3fl JOAN ]'HOMES & THOMAS C. HER~R LOT 16 O.R. 2337, PG. 127 THOMAS £. & SUSAN B. MALONEY // POINT OF BEGINNING S82'51'48"E 48.10' . S07'08'1 61,22' '48"W 4-8.10' PARCEL 713B 0,068 ACRES, +/- NORTH NAPLES UNITED METHODIST CHURCH, INC. O.R. 2267, PG. 845 LEGEND: RICHARD J. & DORI .~ E, ZANDY // O.Ro PG. P.C.P. 200' INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT GRAPHIC SCALE O' 100' 200' LOT 14 O.R. 2412. PG. ~o~I RICHARD H. & ALLISON ,% GRIMES // ( ]i'4' FEET ) 1 inch = 200 fL // // // Professiono! Lond Surveyor Florldo Certlflcete No. 5565 Dote Signed: ~_.~'~_o~i Not volld with~(~-noture end the originol roised seol of o Florid(3 Licensed Surveyor ond Mopper, G-4 PARTNERSHIP O.R. 1679, PG, 1442 NOTES: 1. THIS IS NOT A SURLY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N, 07'08'12" E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. EI~INEERS, SURVEYOR8 AND ECOJ.OalaT8 5-01 25313 10-49-25 1" = 200' 1 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 715B TAX PARCEL NO. :~¢,~,.~,2...~'~ ~" TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) IOA DESCRIPTION: PARCEL 713B A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89"16'42" WEST ALONG THE NORTH LINE OF SAID SECTION 10, A DISTANCE OF 1855.14 FEET TO AN INTERSECTION WITH THE NORTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD ( COUNTY ROAD NO. 851 - 100' R/W ); THENCE RUN SOUTH 07"08'12" WEST ALONG SAID NORTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1917.29 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 62.00 FEET TO THE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING CONTINUE SOUTH 82"51'48" EAST, A DISTANCE OF 48.10 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 61.22 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 48.10 FEET; THENCE RUN NORTH 07'08'12' EAST, A DISTANCE OF 61.22 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.068 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENEilNEERB. BURVEYOR8 AND ECO~IBTa, POINC~AiNA 5-.-01 2531.3 10-49-25 2 OF 2 lam PROJECT NO. : 60134 PROJECT PARCEL NO. : 114 TAX PARCEL NO. :OOz~coz.~3(~5' Chord = N.52'17'50"E., 48.22'1 LOT 5 O.R. 1221, PC~ 1~00 MARC &: MARINA REVLON LOT 4 BARRIE C. FITZ-GERALD LOT 3 O.R. 21,~, t~ 2364 FRANK& VIRGINI^ SISKOVIC. JR. ~', LOT 2 DASD V. · J. ~N~O~ LOT I O.R. ~378. P~ ~34 RUFUS F. & CAROLYN H, DUFF , = 34..00. , , f/e'7_.__ L = 53.60' I L = 22.18' ~,,~.%3~,J,~ ~"-,.,oV- ' Ton = 34-.19' ! Ton = 11.10' ~~' , IOA I Chord = S.84'25'31"E., 22.18' i BOULEVARD~ NORTH LINE OF SECnON 10 I I "!,1 kX I L = 35.44' / / ~ .~;c~ Tan = 18.70' / ~;J I ~ Chord = S. 71~48"W., 34.53'/ ~I~OF~MMENCEME~ NORTHEAST CORNER OF SEC~ON 10-49-25 ~U RYE DATAI R = 45.00' L = 32.61' Ton = 17.06' Delto= 41'30'58" Chord = S.27'54'11"W., 31.90' HOLIES LOT 21 REN£E L BROCK O.R. 227'~ PO. 170]' // N82~1'48'W LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT GRAPHIC SCALE LOT 20 O. FL 67~, PG. 114 GEORGE D. & MADEUNIF LENiNGTON // O' 100' 200' ( IN FEET ) 1 inch = 200 fL. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT // NO TES: 1. THIS IS NOT A SURVEY, 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'06'12' E. 3. SUBJECT TO EASEMENTS. RESERVATIONS AND RESTRICTIONS OF RECORD, 4. NOT VALID VaTHOUT SHEET 2 OF 2. B~~' Firm LBiJ1642) Professional Land Surve.~or Florida Certificate No. 5365 Dote Signed: \'t.~[ ~,~v[-LOok Not ~lid wi~ou[ ~he ~lgnoture ond the originel roised se~l of o Rorid~ Licensed ~e~r und Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYORI* AND ECOLO~I~I~8 1-01 25313 10-49-25 = 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 114. TAX PARCEL NO. EXHIBIT DESCRIPTION: PARCEL 114 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89'16'42' WEST ALONG THE NORTH LINE OF SAID SECTION 10, A DISTANCE OF 1775.27 FEET TO THE POINT OF BEGINNING ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 45.00 FEET, A CENTRAL ANGLE OF 41'50'58' AND A CHORD BEARING AND DISTANCE OF S.27"54'11"W., .31.90 FEET, RESPECTIVELY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 52.61 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 07"08'12" WEST, A DISTANCE OF 1337.20 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2262, PAGE 2085 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 82"51'48" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 55.00 FEET; THENCE RUN NORTH 07"08'12" EAST, A DISTANCE OF 947.20 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF AUTUMN WOODS UNIT ONE, A SUBDIVISION AS PER PLAT RECORDED IN PLAT BOOK 28, PAGES 27-52 OF THE SAID PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 14'01'57" EAST ALONG THE BOUNDARY LINE OF AUTUMN WOODS UNIT ONE, A DISTANCE OF 175.05 FEET; 'THENCE RUN NORTH 07'08'12" EAST ALONG SAID BOUNDARY LINE OF AUTUMN WOODS UNIT ONE, A DISTANCE OF 226.55 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 54.00 FEET, A CENTRAL ANGLE OF 90'19'18" AND A CHORD BEARING AND DISTANCE OF NORTH 52"17'50" EAST, 48.22 FEET, RESPECTIVELY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 55.60 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 546.50 FEET, A CENTRAL ANGLE OF 05'40'05' AND A CHORD BEARING AND DISTANCE OF SOUTH 84°25'51" EAST, 22.18 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 22.18 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 45.00 FEET, A CENTRAL ANGLE OF 45'07'17'~' AND A CHORD BEARING AND DISTANCE OF SOUTH 71"12'48" WEST, 34.55 FEET, RESPECTIVELY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 55.44 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.946 ACRES OF LAND, MORE OR LESS. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYOR8 AND EC~LDGI~'S P~NClAHA PAJ~K. ~ ld~ ~ OGI,J~N iC~A~ pJU~KVAYI NAF~i~iI R~d~I~ ~4.1(1~ ~ ClOt1) 4~,4~(~S~3 PROJECT NO. : 601.34 PROJECT PARCEL NO, : 11 TAX PARCEL NO, : / LOT 12 O.R. 1719, P~, CONSTANCE LUCIANO LOT ~1 CONSTANCE F. LOGAN LOT 10 OLIN C, ,t. LOUANNE d. HEADRICK LOT g O.R. *f 4 22, PG, ~ ~3 W1LLIAM K. & SONDRA N. NEWMAN DERILL & NANCY LEE, JR. DEVELOPMENT // POINT OF BEGINNING I S 82'51'48" E 24.33' / / I $ 82'51'48" E ~ , '~, I Y 25 6T au~w f ~' ' R - ~.~' ,~.,~ ~. ~,,,=~ c. :,.,~ I I ';~::'1~ ~ /Chord- S,3856 ]4 [., 43.22 cu~v= n~T~ ~ m · ~b - Ch~d - N.~'~'54"W.43.~'~ ,0.~95 A~ES, +/- , ~S .u ~ ~5.69' ~ ~s.r- .... 1835.14' // /'," / lJ i SOUTH LiNE OF SECTION 3 ' GRAPHIC EXHIBIT iOA POINT OF COMMENC~EMENT SOUTHEAST CORNER OF SECTION 3-49-25 SCALE O' 100' 200' ( IN FEET ) inch = 200 fi;. LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4, NOT VALID WITHOUT SHEET 2 OF 2, ProfeaslonnJ Land Surve)~r Florida Certificate NO.' 5Z~65 Date Signed: ~.~..'C~_t~-~u' Not volid without t~e sJgaat~e and [he originol raised seal of o Rorido Licensed Surve~r and Mopper. SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. F.J~INEERS. SURVEYOR8 AND ECOLO~IB'r~ 3-01 25515 3-49-25 1' = 200' I OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 115 TAX PARCEL NO. : 2.%5~ 7 oc, o ! :Z ~. IOA DESCRIPTION: PARCEL 115 A PARCEL OF LAND LOCATED IN SECTION ...3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89'16'42" WEST ALONG THE SOUTH LINE OF SAID SECTION 5, A DISTANCE OF 18,.35.14 FEET TO AN INTERSECTION WITH THE SOUTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (COUNTY ROAD NO. 851 - 100' R/W); THENCE RUN NORTH 07'08'12" EAST ALONG SAID SOUTHERLY PROJECTION OF THE EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF ,.509.99 FEET TO AN INTERSECTION WITH THE NORTH LINE OF AUTUMN WOODS UNIT ONE, A SUBDIVISION AS PER PLAT RECORDED IN PLAT BOOK 28, PAGES 27-32 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 82'51'48" EAST ALONG SAID NORTH LINE, A DISTANCE OF 24.5,3 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 82"51'48" EAST ALONG SAID NORTH LINE OF AUTUMN WOODS UNIT ONE, A DISTANCE OF 25.67 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 129.74 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF ,.30.00 FEET, A CENTRAL ANGLE OF 92"09'51" AND A CHORD BEARING AND DISTANCE OF SOUTH 38'56'34" EAST, 43.22 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 48.25 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF RED OAK BOULEVARD (SOUTH LINE OF TRACT "C2") OF SAID AUTUMN WOODS UNIT ONE; THENCE RUN NORTH 85"01'19" WEST ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 25.69 FEET TO THE POINT OF CURVATURE OF A CURVE OF SAID RIGHT-OF-WAY, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 92"09'31" AND A CHORD BEARING AND DISTANCE OF NORTH 38'56'34" WEST, 43.22 FEET, RESPECTIVELY; THENCE RUN NORTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 48.25 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 1.30.70 FEET TO THE POINT OF BEGINNING. CONTAINING 0.095 ACRES OF LAND, MORE OR LESS. PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT SKETCH AND DESCRIPTION SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. IrN~INEIrRS. 8URVEYORB AND ~S4Q GQI,~34 GA11~ 434--0333 25G15 3-49-25 2 OF 2 EXHIBIT PROJECT NO. : 60134 $ou~ PROJECT PARCEL NO. : 116 ~ - DRt O0 RIGHT OF wAP"~ ~'~'~ ~ TAX PARCEL NO.: ~~-~ ~00' RI~T-C- - O.R. BOOK PO. 1129 1099, ' I ~ i~k L = 9.01' I i:':' I ~ I I D,~to - 2~'.1'2~' l l.!l "t¢ ~EGORY L. · C~IA M. MIHALIC I I:::::lq I t Ton - ,.~ ~ I! I I ~- ~o~.~' L - 22.63' LOT 20 Tan = 11.32' O.R. faro, PG. 14g8 Delta - 02'07'31' Chord - S.BS'20'O7'E., PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT LOT 17 O.R. f~2. PG. ~ CHARLES R. & VIRGINIA EGAN J Chord - S.05'15'46"W., 204.71' / LOT 16 52.1.3' O.R. Ie,33, PG. 878 S19'19'04"W GAlL A, HOLUNGSWOR'R-I GRAPHIC SCALE 08'12"W 32.52' 200' O' 100' 200' LOT 15 O.F~ 1e22, PG. 1072 KARLA MARIA W-lITE LOT 14 O.R. ~M, P~I. 758 LUCINA KARLONAS LOT ~13 O,R. l~f~, PG, 2335 CROCKETt & DEANA JONES LOT 12 O.R. '~71g, PG. ,176 CONSTANCE LUCIANO 1,25' 1.2.5' CENTEX DEVELOPMENT O.R. 2242, PG, 2O74 LEGEND: O.R. PG. P.C.P. ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1, THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'0B'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTEICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. LOT ff O.R, 212~ J~. CONSTANCE F, LOGAN LOT 10 0.~ f13A Pg. ~ OIJN C. · LOUANNE fl. HEADRICK Professional Land Surveyor Florida Certificate No. 5365 Date Signed: Not valid wlthout the si{]nature and the origlnal rotsed seal of a Florida Licensed Surveyor end Mapper. SKETCH AND DESCRIPTION SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERI, 8URVE:YORI AND ECOLOGI~T~ 3-01 25313 3-49-25 1" - 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 116 TAX PARCEL NO. : O ~ ~ "~ ~g g, ~, o ~ ~ 7 PERPETUAL, NON-EXCLUSIVE ROAD RIGHT-OF-WAY DRAINAGE AND UTILITY EASEMENT EXH.IIBJT A DESCRIPTION: PARCEL 116 A PARCEL OF LAND LOCATED IN SECTION ,3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF TRACT "C2" OF AUTUMN WOODS UNIT ONE, A SUBDIVISION AS PER PLAT RECORDED IN PLAT BOOK 28, PAGES 27-.32 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA FOR A POINT OF BEGINNING AND RUN NORTH 07'08'12" EAST, A DISTANCE OF ,.344.72 FEET; THENCE RUN NORTH 05'15'56" EAST, A DISTANCE OF 1,.38.21 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 1987.99 FEET TO AN INTERSECTION WITH A CURVE OF THE SOUTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE, A I O0-FOOT RIGHT-OF WAY AS RECORDED IN OFFICIAL RECORDS BOOK 1099, PAGE 1129 OF SAID PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 610.00 FEET, A CENTRAL ANGLE OF 02'07'.31" AND A CHORD BEARING AND DISTANCE OF SOUTH 85'20'07" EAST, 22.65 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 22.6.3 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 18.00 FEET, A CENTRAL ANGLE OF 28'41'21" AND A CHORD BEARING AND DISTANCE OF SOUTH 20'21'15" WEST, 8.92 FEET, RESPECTIVELY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 9.01 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 2924.25 FEET, A CENTRAL ANGLE OF 02'41'1`3" AND A CHORD BEARING AND DISTANCE OF SOUTH 04'59'57" WEST, 1`37.1`3 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 137.14 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 03'19'21" WEST, A DISTANCE OF 191.08 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF .3075.75 FEET, A CENTRAL ANGLE OF 0.3'48'51" AND A CHORD BEARING AND DISTANCE OF SOUTH 05'1.3'46" WEST, 204.71 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 204.75 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 126.8.3 FEET; THENCE RUN SOUTH 19'19'04" WEST, A DISTANCE OF 52.15 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF `32.52 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 1.25 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 299.97 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 1.25 FEET; THENCE RUN SOUTH 07'08'12' WEST, A DISTANCE OF 1420.42 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID TRACT "C2" OF AUTUMN WOODS UNIT ONE; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 25.67 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 1.9.35 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENOINEERINO. INC. EIIMNEERS. 8UI~'EYOR8 AND EGOL.OMSTB ~-Ol 25.31.3 .3-(9-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 117 TAX PARCEL NO. : oc)"z.-~ ~?~. LOT 10 O.~. ?934, PG. Me THOMAS W. &: LORI KAY COU'IURE LOT g XENNETH B. CUY1.ER LOT 8 O.R. 1242. PG. 1720 E. & CONNIE C. RAY LOT 7 XXXXXXXXXXXXXXX O.R. `1438. PG. `1~41 TERYL A. BEYRENT, ET. AL. LOT 5 O.R. 274, PG. T~O ALV1N E. WEEKS Nsg'52'l 2'E 15.12' // // 41.89' 0.815 ACRES, +/- LEGEND: O.R. PG. P.C.P. EXHIBIT A Page. _of .) z, '7 IOA GRAPHIC SCALE O' 100' 200' ( IN FEET ) 1 inch = 200 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 4 O.R. 221~ P~ 41~ UNDA OKI.ER LOT 3 0.~ 11~I, Pt~ 1~..~ EDWIN B. & JANET R. ~-iOMAS, ~. THE GROVES OF NAPLES, INC. O.R. 2148. PG. 407 NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. LOT 2 PG, 1~2 ~LU~dd H. DEARBONN LOT I O.R. ~21, PG. '1822 ~lLUAId H. DEARBORN L - 47.01' Tan - 31.20' Delta - g691'56' J Ch~d - S.40'57'36"E.,.~' FEE SIMPLE INTEREST 100' ROAD RtCHT-OF-WAY AS PER O,R. BOOK 1099. PG, 1129 I / SKETCH AND DESCRIPTION ~:~.~ . / SECTION 3, TOWNSHIP 49 SOUTH. RANGE 25 EAST 0,,t0-0~.,?~s- COLLIER COUNTY, FLORIDA en (For ~he Firm LEi~642) Chm-d = N.eS'57'36'W., ,55,10' Professional Land Surveyor F or, do Ce ,,cot. ,0.__5a65 JOHNSON ENGINEERING. INC. V'?..,[*; k-*[ "C,°"~ £N$1N£E"$. SURVEYORS &ND ~cocoeme're Dote Signed: Not wild without the elgnoture and the oflglnal raised seal of o Florida Licensed Surveyor and Mapper. 11--01 25313 3-49-25 1' - 200' I OF 2 PROJECT NO. : 601.34. PROJECT PARCEL NO. : 117 TAX PARCEL NO. : OoZ,'~,~&"g(~,,-- EXHIBIT.. Page IOA DESCRIPTION: PARCEL 117 A PARCEL OF LAND LOCATED IN SECTION 5, TOWNSHIP 4.9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE, A I O0-FOOT RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 1099, PAGE 1129 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND THE EASTERLY RIGHT-OF-WAY LINE OF FRANK BOULEVARD (GOODLETTE-FRANK ROAD) AS PER PLAT RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, FOR A POINT OF BEGINNING; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 2219.28 FEET TO AN INTERSECTION WITH THE NORTH LINE OF ,THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 2148, PAGE 407 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 89'52'12' EAST ALONG SAID NORTH LINE, A DISTANCE OF 15.12 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 808.5,3 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 9.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 168.88 FEET; THENCE RUN SOUTH 19"32'58" WEST, A DISTANCE OF 4-1.89 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 1172.06 FEET; THENCE RUN SOUTH , 82'51'4-8" EAST, A DISTANCE OF 9.00 FEET TO AN INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 28.00 FEET, A CENTRAL ANGLE OF 96'11'56" AND A CHORD BEARING AND DISTANCE OF SOUTH 40'57'36" EAST, 4-1.68 FEET, RESPECTIVELY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 47.01 FEET TO AN INTERSECTION WITH A CURVE OF SAID NORTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE, SAID CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 510.00 FEET, A CENTRAL ANGLE OF 06'11',36" AND A CHORD BEARING AND DISTANCE OF NORTH 85'57',36" WEST, 55.10 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 55.1`3 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.815 ACRES OF LAND, MORE OR LESS FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERB. 8URVEYORll AND ECOLO~STII 11-01 25515 "~-49-25 2 OF 2 PROJECT NO. : 60154- PROJECT PARCEL NO. : 717A TAX PARCEL NO. : co ~.'~ ~"¢¢ 8' ~ t~mo TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) N19'32'38"E F16"W 41.10' EXHIBIT_, __ GRAPHIC SCALE 200' O' 100' 200' LOT 4 O.R. 2212, I~, 416 UNDA OKLER LOT 3 O,R, 1181, P~ 13Z~ EDWIN B. &: JANET R. THOMAS, JR. PARCEL '7 1 'TA 0.282 ACRES. -~/- THE GROVES OF NAPLES, INC. O.R. 2~48. PG. 407 ( m ) inch = 200 fL LEGEND: O.R. ~. ~-~ PG. WILMAbl H. DEARBORN ~ P.C.P. INDICATES OffiCial RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 2 LOT f O,R, 921, PG. '/822 NB2'51'48'W WILLIAM H. DEARBORN 10.00' NOTES: THIS IS NOT A SURVEY, BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N, 07'08'12' E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION Professional Land Surwyor Florida Certificate NO,` 5365 Not valid without [he ~lgnoture and the original raised seal of ~ Florid~ Licensed Su~eyor and Mapper. SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC. ENGINE:ERS. 8URVEYORB AND ECOLOGI~II PROJECT NO. : 60134 PROJECT PARCEL NO. : 717A TAX PARCEL NO. :eoZ~'/¢$~c~ TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) EXHIBIT A Pa~e ~.? ~ 1~3'7 IOA DESCRIPTION: PARCEL 717A A PARCEL OF LAND LOCATED IN SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE, A IO0-FOOT RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 1099, PAGE 1129 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND THE EASTERLY RIGHT-OF-WAY LINE OF FRANK BOULEVARD AS PER PLAT RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID INTERSECTION BEING A POINT ON A CURVE OF THE NORTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 510.00 FEET, A CENTRAL ANGLE OF 01'41'07" AND A CHORD BEARING AND DISTANCE OF SOUTH 85'4.2'22" EAST, 15.00 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 15.00 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 59.05 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 07"08'12" EAST, A DISTANCE OF 114-5.60 FEET; THENCE RUN NORTH 19"52'58" EAST, A DISTANCE OF 4-1.89 FEET; THENCE RUN NORTH 07"08'12" EAST, A DISTANCE OF 105.49 FEET; THENCE RUN SOUTH 82"51'48" EAST, A DISTANCE OF 5.00 FEET; THENCE RUN SOUTH.07'08'12" WEST, A DISTANCE OF 105.4-9 FEET; , THENCE RUN SOUTH 12"4.5'16" WEST, A DISTANCE OF 4-1.10 FEET; THENCE RUN SOUTH 07"08'12" WEST, A DISTANCE OF 114-3.60 FEET; THENCE RUN NORTH 82"51'48" WEST, A DISTANCE OF 10.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.282 ACRES OF LAND, MORE OR LESS 11-Ol SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, IrNGINE:ERS, SURVEYOR8 AND ECOLOGI81'8 434-033~ 25313 3-49-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 717B TAX PARCEL NO. : =,.o'z-.~ ~'(~2t't omo TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) LEGEND: O.R. PG. P.C.P. EXHIBIT Page INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT LOT 10 0.~. 1~34, PG. 38~ 13-10~AS W. z. LORI KAY COUTURE LOT 9 KENNE~ B. ~R LOT 8 JERRY E. & CONNIE C. RAY S82'51 POINT OF BEGINNING LOT 7 XXXXXXXXXXXXXXX O.R. ~4M, PG. ~Mf TERYL A. BEYRENT, ET. AL N82'5' . 5.00 PARCEL ,71 'TB 0.075 ACRES. +/- THE GROVES OF NAPLES, INC. 0.~. ~, P0. 407 GRAPHIC SCAT,F, 200' O' 100' 200' ( ]~ FEET ) 1 inch = 200 ft. LOT ,5 (~P~ 214, PG. 790 ALVIN E. WEEKS NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY MNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. POINT OF COMMENCEMENT Rrm LB~642) Profession(31 Lend Florido Certificate No, 5365 Not volid without '(he s[gnoture ;nd the originol rGised se=l of o Florldo Licensed Surveyor ond Mopper. ROAD RIGHT-OF-WAY AS PER O.R, BOOK t099, PG. 1129 SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS. SURVEYOR8 AND ECOLOOlSI'8 11-01 ;531,3 ~49-25 1' = 2ffi' 1 ~ 2 PROJECT NO. : 60134. PROJECT PARCEL NO. : 717B TAX PARCEL NO. : EXHIB T_, _ TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) DESCRIPTION: PARCEL 717B A PARCEL OF LAND LOCATED IN SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF ORANGE BLOSSOM DRIVE, A I O0-FOOT RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORDS BOOK 1099, PAGE 1129 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (FRANK BOULEVARD) AS PER PLAT RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND RUN NORTH 07"08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 1547.65 FEET; THENCE RUN SOUTH 82'51'4.8" EAST, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 07"08'12" EAST, A DISTANCE OF 651.4-0 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 5.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 651.40 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 5.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.075 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 5, TOWNSHIP 4.9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA I JOHNSON ENGINEERING. KNGINEERS. SURVEYORS AND ECOLOGI811 PROJECT NO. : 60134- PROJECT PARCEL NO. : 119A TAX PARCEL NO. : 'iOA EXHIBIT_ __ LOT '17 O.P~ t414, PG, 924 ALBERT HUBSCHMAN LOT 16 O,R. 2367, Pg. fZ~t JANET L CAR~R LOT 15 O,R. 191~ PG. 2313 JAMES & PATRICIA GRANDiNETTI LOT 14 WAIIAC~ J. A. LOIS I. KLUBERD^NZ LOT 13 O.R, 1364, I~. 22~7 CHRISTOPHER DICICCO GERALDINE A, OICICCO LOT 12 POINT( O.R, 2147, PiZ 2f04 RICHARD L. Z,. JANE E. t.. SWOP;' BEGINNING // en (For 't~e Firm LB~642) Professional Land Surveyor Florldo Certificate No. 5365 Date Signed' Not. v~lid wi[haut ~(he ~ignature and the original raised seal of a Florida Licensed Surveyor and Mapper. / / / NORTI'IEAST CORNER OF SECTION 3-49-25 POINT OF COMMENCEMENT -- -- s_~g'SD'32'W ~ 877.05' ~t NORTH LINE OF SECTICN 3-~-8-25 COLLIER COUETY GRAPHIC SCALE 200' O' 100' 200' CiTY OF NAPLES PARCEL 119A 0.046 ACRES, +/- LEGEND: OaR. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAED WITHOUT SHEET 2 OF 2. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA I JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYORS AND EOOLOGIS'i'~ 11-01 25313 0-49-25 = 200' I OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 119A TAX PARCEL NO. : g> c> 2_ 3 ~ G ~'c, c, 7' iOA EXHIBIT Page M.la'7 DESCRIPTION: PARCEL 119A A PARCEL OF LAND LOCATED IN SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'52" WEST ALONG THE NORTH LINE OF SAID SECTION 3, A DISTANCE OF 877.05 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF FRANK BOULEVARD (GOODLETTE-FRANK ROAD) AS PER PLAT RECORDED IN PLAT BOOK 1.3, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA (1,30' R/W); THENCE RUN SOUTH 07'08'12" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1224.90 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE SOUTH 07'08'12" WEST, A DISTANCE OF 152.85 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THAT PARCEL OF LAND RECORDED IN OFFICIAL RECORDS BOOK 2060, PAGE 2299 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE 'RUN SOUTH 89'52'12" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 15.12 FEET TO AN INTERSECTION WITH SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (100' R/W); THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 154.75 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 15.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.04-6 ACRES OF LAND, MORE OR LESS. FEE SIMPLE iNTEREST SKETCH AND DESCRIPTION SECTION 5, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENelNEERS. SURVEYOR8 Alii:) ECOLOGISTS IKa1443AHA p/~ SIJ1E 1~ ~ 801Alii ~a.11[ I'AlaMAyr ~ ~ ~41My ~ ~1~ PROJECT NO. : 60134 PROJECT PARCEL NO. : 119B TAX PARCEL NO. :~c>2~ ~, ~7 IOA EXHIBIT_, ._ LOT 17 O.R. '14~4, P~ 924 ALBERT HUB~..I-IM AN LOT 16 O,R. 23&7, PG. JANET I- CARTER LOT 15 O.R. 19'~2. P~ 23~3 JAMES z- PA~IOA GRANDINE~-FI LOT 14 O.R. ~ PG. 4?? LOT ~3 O.R. 1364, PG. 2277 CHRISTOPHER DICICCO GERAL(~NE A. DlCiCCO LOT 12 O.R. 2f47, PG. 2104 RICHARD L. & JANE E, L. SWOPE LOT 11 O.R. t~, PG. f~3 JOHN C, *"*' L/~CIE SWANSON 10.45' NORTHEAST CORNER OF SEC~ION 3-49-25 POINT OF COMMENCEMENT __ __ __~9'50'32'W ~ 877.05' ~"~t -- -- NOR*IH UNE OF SECTION 3-49-25 PARC£L 1 lgB 0.306 ACRES, +/- 200' GRAPHIC SCALE O' 100' 200' CiTY OF NAPLE~ ( IN FEET ) 1 inch = 200 ft. / N82'51'48'W 18.50' // LEGEND: PG. P.C.P, INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID W1THOUT SHEET 2 OF 2. FEE SIMPLE INTEREST Professional Land Surveyor Florida Certificate NO.' 5385 DoEs Signed: %-~ %_~~oo% Not valid without[he 'signature and the original raised seal of a Florida Llcensed Surveyor and Mapper. 11-01 SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND EGOL.OGIST8 434-0333 25313 3-49-25 1" = 200' I OF 2 PROJECT NO. : 601,34- PROJECT PARCEL NO. : 119B TAX PARCEL NO. : / ,1 j EXHIBIT DESCRIPTION: PARCEL 119B A PARCEL OF LAND LOCATED IN SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'.32" WEST ALONG THE NORTH LINE OF SAID SECTION .5, A DISTANCE OF 877.05 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (130' R/W); THENCE RUN SOUTH 07'08'12" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 501.18 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1788, PAGE 1091 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, FOR A POINT OF BEGINNING; THENCE RUN NORTH 89'52'12" EAST ALONG SAID SOUTH LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1788, PAGE 1091, A DISTANCE OF 10.45 FEET; THENCE RUN SOUTH 06'57'57" WEST, A DISTANCE OF 925.08 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 18.50 FEET TO AN INTERSECTION WITH SAID EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 925.72 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.306 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA I JOHNSON ENGINEERING, INC. ENGINEERS, SURVEYOR8 AND EC;OL,OGISTS PROJECT NO. : 60134 PROJECT PARCEL NO. : 719 TAX PARCEL NO. : / TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) LOT 17 O,R. 1414, P(3. 924 ALBERT HUBSCHMAN LOT 16 0.~ ~bT, PO, 1Z6~ JANET L CAR[R LOT 15 O.R. 1912, PG. 2313 JAMES & PATRICIA GRANDINETTI LOT 14 O.R, ~ PG. 477 WALLACE J. & LC4S I. KLUB£RDANZ LOT 13 CHRISTOPHER ~ICJCCO GERALDINE A. OIClCCO LOT 12 O,R. 2147, PG. 2104 RICHARD L & JANE E. L. SWOPE ~ POINT OF BEGINNING I I N07~8'1: LOT 11 O.R, 15a,5. PC,. 1653 JOHN C. & LESLIE SWANSON IOA EXHIBIT_ ... NOR3HEAST CORNER OF SEC]ION 3-49-25 POINT OF COMMENCEMENT S89"50'32"W '--~ NOR"~I COLLIER 877.05' UNE OF SEC~ON 3-49-25 / // 200' GRAPHIC 0' SC ALE CffY OF NAPLES O.R. 20~O, PG. 2299 ( IN FEET ) inch = 200 ft. // 31.25' ,S07~8'12"W 49.95' N82"51'48"W 31.25' /1~ LEGEND: PG. P.C.P. PARn£L ? I 9 0.036 ACRES, +/- INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY [JNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07~38'12' E. 3. SUBJECT TO EASEMENTS, RESERVA3]ONS AND RESTRIC3]ONS OF RECORD. 4. NOT VAUD ~THOUT SHEET 2 OF 2. Professlonol Lend Surveyor Florldo Certlflcote No. 5365 Dote Signed: Not volid without the eignotUre ond the originol roieed seol of o Florldo Llcensed Surfer end Mopper. SKETCH AND DESCRIPTION SECTION ,3, TOWNSHIP 49 SOUTH. RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, 8URVEYORI AND ECOLOM~r~ PROJECT NO. : 601.34 PROJECT PARCEL NO. : 719 TAX PARCEL NO. : TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) IOA DESCRIPTION: PARCEL 719 A PARCEL OF LAND LOCATED IN SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'52" WEST ALONG THE NORTH LINE OF SAID SECTION 5, A DISTANCE OF 877.05 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (150' R/W); THENCE RUN SOUTH 07'08'12" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1291.99 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF .31.25 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 49.9.3 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 51.25 FEET; THENCE RUN NORTH 07'08'12" EAST, A DISTANCE OF 49.93 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.0.36 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION .3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. EI~I#EERS, SURVEYOR8 ~D ECOLOGI~r~ 5- 01 253,1.3 .3- 49 - 2,5 INC. 20F2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 120A TAX PARCEL NO. :~>oZ.-~,?G EXHIBIT LOT 1 ~ LOT 3 LOT 4 O.R. 2436, PG. 21.ran TODO K. LEVAN &= TINA L. LEVAN l// N89'50'52"E 12.52' FLORIDA POWER & OF BEGINNING SECTION 3..49-25 LOT 18 ALBERT HUBSCHMAN COLLIER CO[INTY O.R. 14~, LOT 17 ALBERT HUB,'SCHM AN S89'52'1Z'W LOT 16 0,1~ 23~7, PC,. 1768 JANET / CARTER LOT '15 O.R. 1012, ~ 2313 JAMES & PATRICIA GRANDINETTI LOT '14 O.R. 20~, PG. 477 WALLACE d. KLUBERDANZ & LOIS I. KLUBERDANZ CITYOF NAPLES / LEGEND: O.R. PG. P.C.P. 200' GRAPHIC SCALE o' lO0' 200' ( IN FEET ) 1 inch = 200 ft. NORTHEAST CORNER OF SECTION 3-49-25 POINT OF COMMENCEMENT 86¢,53' ~ UNE OF SECTION 3-49-25 FEE SIMPLE INTEREST INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WlTHOUT SHEET 2 OF 2. Profeasional Land Surveyg¢ ~ Florida Cerfifica{e No. 5365 Not valld wlthout the ~lgnat~re and the original ralsed seal of a Florida Licensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST &: COLLIER COUNTY, FLORIDA JOHNSON ENOINEERINO. INC, ENGINEERS, SURVEYOR8 AND 9-01 25313 3-49--25 1' = 200' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 120A TAX PARCEL NO. : o~-.~¢.) ~o-~ IOA EXHIBIT. _. DESCRIPTION: PARCEL 120A A PARCEL OF LAND LOCATED IN SECTION 5, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'52" WEST ALONG THE NORTH LINE OF SAID SECTION 3, A DISTANCE OF 864.53 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 07'57'57" WEST, A DISTANCE OF 269.64 FEET; THENCE RUN SOUTH 06'57'57" WEST, A DISTANCE OF .31.82 FEET; THENCE RUN SOUTH 89'52'12" WEST, A DISTANCE OF 10.45 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (150' R/W); THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 501.18 FEET TO AN INTERSECTION WITH SAID NORTH LINE OF SECTION .3; THENCE RUN NORTH 89'50'52" EAST ALONG SAID NORTH LINE, A DISTANCE OF 12.52 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.077 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 3, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, BURVEYOR8 AND 9-01 25515 ,.3-49--25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 120B TAX PARCEL NO. : IOA EXH. IBIT.. ._ GRAPHIC S51 '34'22'E LOT 4 / FLORIDA LOT 3 TeD K. LEVAN I I ~-k, Jl , \ r, nua,~,v .... ~..A~.,~vAN I I ~=1.[~ ~ ....... ~ ~ ~INT OF BEGINNING 0,~7 ACRES, S C ALE 10o' 200' ( IN FEET ) 1 inch = 200 ft. LOT 17 O.R. f414, P~. ~24 ALBERT HUBSCHMAN SOU1REAST CORNER OF SEC~ION 34-48-25 POINT OF COMMENCEllfENT SECTION 34-48-2~ -I-/-- S8, '50_'52' W ~ 864.55' ,SECTION 3~g-25 ~ LOT iii u.52' soum LJNE OF SEC]ION 34-48-25 Al RERT HUBSCHM AN ~ 0.~ f488, PG. ~ LOT 16 JANET L. CARTER LEGEND: ClTY OF NAPLES O.R. 20~ I:~G, 22gg O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAED WITHOUT SHEET 2 OF LOT 15 0. t~ I~12, P~. 2~13 JAMES & PATRIClA C.~AN~NEI-I~ / ~' LOT 14 O.t[ 20e~ PG. 417 WALLACE d. KLUBEROANZ & LOIS I. KLUBERDANZ / FEE SIMPLE INTEREST Professional Land Surveyer ~ , Florida Certificate No; ;5365 " Not valid without the s~gna(ure and the original raised seal of a Florida Licensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URV£YOR8 AND ECOLOGIST~ 9-01 2551;3 54-48-25 1' = 200' I OF 2 PROJECT NO. : 601.34. PROJECT PARCEL NO. : 120B TAX PARCEL NO. : : EXHIBIT /J- '.~ DESCRIPTION: PARCEL 1 20B A PARCEL OF LAND LOCATED IN SECTION 54, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 54, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'32" WEST ALONG THE SOUTH LINE OF SAID SECTION .34, A DISTANCE OF 864.53 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'50'.32" WEST ALONG SAID SOUTH LINE OF SECTION .34, A DISTANCE OF 12.52 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (1.30' R/W); THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 228.92 FEET TO AN INTERSECTION WITH THE BOUNDARY LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 524, PAGE 121 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH .31'54'22" EAST ALONG SAID BOUNDARY LINE, A DISTANCE OF 22.76 FEET; THENCE RUN SOUTH 07'57'57" WEST, A DISTANCE OF 209,58 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.067 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 54, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC, ENGINEERS. SURVEYORS AND ECOLOGIS'I'8 9-01 25,:31;~ .:34-48-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 120C TAX PARCEL NO. :0c, t-/6~ooo2-. EXHIBIT FEE SIMPLE INTEREST LOT I LOT 3 POI IT OF BEGINNING SECTION 34-48.2~ I_ T SECTION 3-49-25 LOT 18 O.R. 1414, PC~ 924 ALBERT HUBSCHMAN LOT 4 O.R. 2434, PG. TODD K. LEVAN & T]NA I. LEVAN LOT 17 O.R. 1414, PO, 924 ALBERT HUB$CHblAN LOT 16 O.R. 2367, PG. '~7~ JANET L. CARTER LOT 15 dAMES & PATRIOA GRANDINE'Frl LOT 14 O.R. 20~, ~ 477 WALLACE J. KLUB£RDANZ & LOIS I. KLUB~ROANZ / / 15.12' 200' PARCEL 120C 0.026 ACRES. 38.4;5' S07'37'57'W FLORfDA POWER & COMPANY O.R. a,24, ~. 121 ~SOU]H O.R. 14~ PG. ~38 GRAPHIC SCALE O' 1 00' 200' ( IN FEET ) 1 inch = 200 ft. SOUTHEAST CORNER OF SECT]ON ;54-48-25 POINT OF COMMENCEMENT 877.05' ~Js -- -- UNE OF SECT]ON 54-48-25 / / LEGEND: CITY OF NAPLES O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WNICH HAS A BEARING OF N. 07~)8'12' 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. Barry £. S~n (Formate I~rm L~1~[642) Professional Land Sur~yor Florida Certificate No, 5365 Date Signed: k"~[\~[-c.~oL Not valid without the ~ignature and the originat raised seal of a Ftorlda Licensed Surveyor and Mapper, SKETCH AND DESCRIPTION SECTION 34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 9-01 JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYORI AND ECOLOGIST8 25313 34-48-25 1' = 200' 1 OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 120C TAX PARCEL NO. EXHIBIT_ .. FEE SIMPLE INTEREST DESCRIPTION: PARCEL 120C A PARCEL OF LAND LOCATED IN SECTION ,34, TOWNSHIP 4.8 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 54., TOWNSHIP 4.8 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'32"' WEST ALONG THE SOUTH LINE OF SAID SECTION ,34, A DISTANCE OF 877.05 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (1,30' R/W); THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 228.92 FEET TO AN INTERSECTION WITH THE BOUNDARY LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 524, PAGE 121 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, SAID INTERSECTION BEING THE POINT OF BEGINNING; THENCE CONTINUE NORTH 07°08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE AND ALONG SAID BOUNDARY LINE, A DISTANCE OF 68.74 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 524, PAGE 121; THENCE RUN NORTH 89"50'22" EAST ALONG SAID NORTH LINE, A DISTANCE OF 15.12 FEET; THENCE RUN SOUTH 07"37'57" WEST, A DISTANCE OF 88.4.3 FEET TO AN INTERSECTION WITH SAID BOUNDARY LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 524, PAGE 121; THENCE RUN NORTH 51"54.'22" WEST ALONG SAID BOUNDARY LINE, A DISTANCE OF 22.76 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.026 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION ,34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERS, SURVEYOR8 AND 2-01 25515 54-48-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 121 IOA EXHI. BIT_Z _ Page~f /,~"/ FEE SIMPLE INTEREST PELICAN MARSH GOLF COURSE PHASE ONE PLAT i~OOK 23, PAGES 40-47 PARCEL 121 0.276 ACRES, N82' '48'W 65,00' POINT OF BEGINNING 200' I GRAPHIC SCALE O' 100' 200' ( IN FEET ) 1 inch = 200 ft. POINT OF COMMENCEMENT CENTERUNE INIERSECTION LEGEND: PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF' WAY LINE OF GOOOLETI'E-FRANK ROAD WHICH HAS A BEARING OF N. 07'05'12" E. ,3. SUBJECT TO EASEMENTS, RESERVATIONS AND RES'fRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. Berry E. yen (For"~e Firm LBi~642) Professional Lend Surveyor Florida Certificate No. 5,365 at i l-to~,~.J~<~, -,~.oo~, O e Sgncd: __~ Not valid without the signature and the original raised seal of a Rorida Licensed Surve~r end Mapper. SKETCH AND DESCRIPTION SECTION .34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, 8URVEYOR$ AND ECOLOGIST~ PROJECT NO. : 601.34- PROJECT PARCEL NO. : 121 TAX PARCEL NO. :~ 1' ~, ~, '~ Z.~ ~ 1.0A EXHIBIT FEE SIMPLE INTEREST DESCRIPTION: PARCEL 1 21 A PARCEL OF LAND LOCATED IN SECTION ,.34, TOWNSHIP 4-8 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GOODLETTE-FRANK ROAD (FRANK BOULEVARD) AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA WITH THE CENTERLINE OF VANDERBILT BEACH ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 22,32, PAGE 1251 OF SAID PUBLIC RECORDS AND THENCE RUN NORTH 07'08'12" EAST ALONG SAID CENTERLINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 255.70 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 65.00 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF SAID GOODLETTE-FRANK ROAD AT THE NORTHEAST CORNER OF THE RIGHT-OF-WAY EASEMENT OF SAID VANDERBILT BEACH ROAD AS PER OFFICIAL RECORDS BOOK 22.32, PAGE 1251, FOR A POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING RUN NORTH 82'51'4-8' WEST ALONG SAID RIGHT-OF-WAY LINE OF VANDERBILT BEACH ROAD, A DISTANCE OF 15.00 FEET; THENCE RUN NORTH 82'55'4-5" WEST, A DISTANCE OF 6.92 FEET; THENCE RUN NORTH 07'06'15" EAST, A DISTANCE OF 4-94.49 FEET; THENCE RUN NORTH 19'24'05" EAST, A DISTANCE OF 104-.48 FEET TO AN INTERSECTION WITH SAID WESTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD; THENCE RUN SOUTH 07'08'12' WEST, A DISTANCE OF 596.59 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.276 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 34, TOWNSHIP 4-8 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND ECOLOGIST8 2-01 2531,3 34-48-25 I 2 OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 721 TAX PARCEL NO. :gG(,, 7~, ~"~ :~.o ~' TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) PELICAN MARSH GOLF COURSE PHASE ONE PLAT BOOK 23, PAGES 40-47 PARCEL 721 S82'53'45"E 0.011 ACRES, +/- ~ N 07'06'15"E 50.00' W ,87.01' GRAPHIC SCALE O' 100' 200' ( IN FEET ) 1 inch = 200 fi:. 10.00' BEGINNING POINT OF COMMENCEMENT CENTERLINE INTERSECTION LEOEND; PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLET'fE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 5. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAED WITHOUT SHEET 2 OF 2. Professional Land Sur~eY~r ' Florldo Certlflcete No. 5565 Dote Signed: ~~~o~ Not ~lld wither the aigneture and the original rolsed seal of o Rorido Licensed Surfer and Mopper. SKETCH AND DESCRIPTION SECTION 34-, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. EI~INF..ERS. SURVEYOR8 AMD IrCOLDGI~T8 5-01 2§;~13 ;~4--48--25 1' .. 200' I OF 2 PROJECT NO. : 601.'34 PROJECT PARCEL NO. : 721 TAX PARCEL NO. : (,,~(;,7Cl 3~'~2. o¢i' IOA TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) DESCRIPTION: PARCEL 721 A PARCEL OF LAND LOCATED IN SECTION ..34, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GOODLETTE-FRANK ROAD (FRANK BOULEVARD) AS RECORDED IN PLAT BOOK 15, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA WITH THE CENTERLINE OF VANDERBILT BEACH ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 2252, PAGE 1251 OF SAID PUBLIC RECORDS AND THENCE RUN NORTH 07"08'12" EAST ALONG SAID CENTERLINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 414-.72 FEET; THENCE RUN NORTH 82"51'4-8" WEST, A DISTANCE OF 87.01 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 82"5..'3'45' WEST, A DISTANCE OF 10.00 FEET; THENCE RUN NORTH 07'06'15" EAST, A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 82"55'4-5" EAST, A DISTANCE OF 10.00 FEET; THENCE RUN SOUTH 07"06'15" WEST, A DISTANCE OF 50.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.011 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 54, TOWNSHIP 4-8 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND ECOLOGIST~ 2840 (XX.DEN 434- (G33 5-01 2551,~ ,:,~4.-48-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 122 TAX PARCEL NO. : ~,"1 t ~ ~ ~' ~,o~1. IOA ;EXHIBIT FEE SIMPLE INTEREST LOT 22 ROBERT C,. $CHUBRING PATRICIA P. MILFOBD LOT 21 GARY C(~MPTON, ET. UX. JOSEPH COMPTON, ET. UX. I GERALDINE WARNSTAFF LOT 20 O.R. 1~37, PC~ 21~1 GEORGE. SHEPARD, JR. ET. UX., LOT 2 O.R. 200?, PG. 4~7 H. A. & EDI'D'I O. STREET LOT 1 H. A. & EDI'~I G. STREET N00'49'31 'W SO0'4g'51'F 4.82' 8.12' ,. ~,~,,,.OB'~'E ,777.6' f , , ~ ../ SB990'2g'w 177 73' .A.I~I~I-122.Y17~'73~POINT OF BEGINNING s8g'1029 W 115965 P/~N~o~AD -- 0.02, ,mE,. +/-.~_.-~__._L~_-~sE__cv__o~_jo_~ : - --' "--- ~ -~---~ -- ---------~ ~----~ ~.o. ~.~ - - ~ -- PRESQUE ISLE E SOU~EA~ C~NER P~T B~K 4, PAGE 48 GRAPHIC SCALE ( IN FEF. T ) 1 inch = 200 ft. LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETrE-FRANK ROAD WHICH HAS A BEARING OF N. 07~38'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. Professional Lend Surveyo¢ Florida Certificate No. 5365 Not ~lld wl~out ~e signature cnd the original rals~ seal of o Florida Licensed Surfer and Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 3-01 JOHNSON ENGINEERING. INC. ENGINEER8. 8URVEYORll AND ECOLOGIBT8 ,k.x,l-0333 25313 10-49-25 1' = 200' 1 OF 2 PROJECT NO. : 60154- PROJECT PARCEL NO. : 122 TAX PARCEL NO. : 61'.( '~ t ~' ~t, ~t~ t IOA FEE SIMPLE INTEREST DESCRIPTION: PARCEL 122 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89°10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 1159.65 FEET; THENCE RUN NORTH 00°49'51'' WEST ALONG THE SOUTHERLY PROJECTION OF THE EAST LINE OF LOT 22 OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN SOUTH 89'10'29" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 177.7.3 FEET; THENCE RUN NORTH 00'49';31" WEST, A DISTANCE OF 4.82 FEET; THENCE RUN NORTH 88'06'56" EAST, A DISTANCE OF 177.76 FEET TO AN INTERSECTION WITH THE EAST LINE OF SAID LOT 22; THENCE RUN SOUTH 00°49'31" EAST ALONG SAID EAST LINE OF LOT 22, A DISTANCE OF 8.12 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.026 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON £NOIN£ERINO, INC, EN~I#EE:R$, ~URVEYOR8 AND E~,OLOelBT8 3-01 25,31.3 10-49.-25 2 OF 2 LOT 22 O.R. 1621, PG. 2376 ROBERT G. SCHUBRING PATRICIA P. MILFORD PROJECT NO. : 601.34 PROJECT PARCEL NO. : 722 TAX PARCEL NO. : ~"/~<~t ~'~ ¢>0'~ I ..,oN?~ LOT 2~ O.R. 254~, PO. 662 GARY CO~TON, FI. U×. JOSEPH COMPTON, ET. UX. GERALDINE WARNSTAFF IOA PARCEL '722 006 ACRESs, oi.+SI,~4,,E [ /POINT OF BEGINNING , ,, ' s88'o'6'361'w N00'49 51 W ' ~ . SECTION 10 .~'29~'121~ LOT 9 PRESQUE ISLE PLAT BOOK 4, PAGE 48 LEGEND: TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) GRAPHIC SCALE 100' O' 50' ( IN FEET ) 1 inch = 100 ft. POINT OF COMMENCEMENT~ THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10-49-25 100' INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07~8'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD, 4, NOT VALID W1THOUT SHEET 2 OF 2. EXHIBIT ~.. ,7,,, o~.J.4~ PG. P.C.P. 0 ~~'" (F~F ~n Irm LBli~642) Professi~nol Lond Florido Certifi¢ote No. Ooto s, ,,od: 5_%_ .kV_ ~ o o\ Not ¥o11~ without e n~ture ~nd the origlnol seol of ~ Fl~rid~ Licen$~rl Sury~y~r ond M~pp~r, SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 6-01 JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND E¢OL.O~IST8 25513 10-49-25 1' = 100' I OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 722 TAX PARCEL NO. : (~71~t ~,~'~,~ t IOA EXHIBIT.. _ DESCRIPTION: PARCEL 722 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 1212.92 FEET; THENCE RUN NORTH 00'49'.31" WEST, A DISTANCE OF 76.76 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING RUN SOUTH 88'06'56" WEST, A DISTANCE OF 56.00 FEET; THENCE RUN NORTH 01'55'2~" WEST, A DISTANCE OF 5.00 FEET; THENCE RUN NORTH 88'06'56" EAST, A DISTANCE OF 56.00; THENCE RUN SOUTH 01°55'24" EAST, A DISTANCE OF 5.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.006 ACRES OF LAND, MORE OR LESS. TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, SURVEYOR8 AND F. COLOGIS'rs M4G GCIUX~ GAI~: ~ 6-01 2551,,3 10--4.9-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 123 TAX PARCEL NO. : 6'1 ~, ~ ~ '~ FEE SIMPLE INTEREST LOT 21 LOT 22 LOT 20 O. Ft 1~37, R~RT ~ ~HUBRING I JOSEPH COMPT~, ET. I N88~6'36'E I 10 14' N86'47'53"E I ' [ ~ ~ 500'49'31"E 86-46,46"E 160.59' ~ ~16.66' 8.12' PARCEL I 23/ /I SECTION 10 SECTION 15 LOT g N00'49'51 'W PRESQUE ISLE PLAT BOOK 4, PAGE 48 o o LOT 1 "4 "'i IOA LOT 2 H. A. & EDITH G. S~REET LOT 1 O. FL ~007, PG. 467 H. A. & EDITH G. S~:~EET ' ' EXHLBIT/4./ PINE RIDGE ROAD (cou,T~ ROAD NO. 89e) j89'm'29"w__ __92A,..~5'__ SECllON LINE LOT 51 GEORGE W, SHEPARD ANO SON, INC, POINT OF COMMENCEMENT// 114E SOU1HEAST CORNER OF ~E SOU~EST QUARTER SECTION 10-49-25 LOT 10 ~ 200' GRAPHIC SCALE O' 100' 200' (IN FEET ) 1 inch = 200 ft. LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT N 0 TES: 1. THIS IS NOT A SURVEY, 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. Professional Land Surveyor Florldo Certificate No. 5365 Date Signed: Not valid without [he ~Ignature and the original raleed seal of a Florida Llcensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING. INC. ENGINKERS, SURVEYORS AND ECOLOGISTS 5--01 25315 10--49-25 1' = 200' 1 OF 2 PROJECT NO. : 601.34 PROJECT PARCEL NO. : 1243 TAX PARCEL NO. iOA EXHIBIT FEE SIMPLE INTEREST DESCRIPTION: PARCEL 125 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 4.9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 929.65 FEET; THENCE RUN NORTH 00'49'51" WEST ALONG THE SOUTHERLY PROJECTION OF THE EAST LINE OF LOT 21 OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN SOUTH 89'10'29" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 210.00 FEET; THENCE RUN NORTH 00'49'51" WEST, A DISTANCE OF 8.12 FEET; THENCE RUN NORTH 88'06'36" EAST, A DISTANCE OF 10.14 FEET; THENCE RUN NORTH 86'46'46' EAST, A DISTANCE OF 160.59 FEET; THENCE RUN NORTH 86'47'5.3' EAST, A DISTANCE OF 39.45 FEET TO AN INTERSECTION WITH THE EAST LINE OF SAID LOT 2i; THENCE RUN SOUTH 00'49'.31" EAST ALONG SAID EAST LINE OF LOT 21, A DISTANCE OF 16.66 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.059 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYORI AND ECOLOGIST'S 5-.01 25515 10-49-25 2 OF 2 LOT 22 O.R. 7621, PG. 2376 ROBERT G. SCHUBRING PATRICIA P. MILFORD PROJECT NO. : 60134 PROJECT PARCEL NO. : 725 TAX PARCEL NO. : ~,'~("~(~'~o~o9 0r. - LOT 21 O.R. 2346, PG. 662 GARY CAMPION, ET. UX. JOSEPH COMPTON, ET. UX. GERALDINE WARNSTAFF IOA PARCEL '723 N88'O6'36"E 0.006 ACRES,~~9.99' , NO%!~l"W PINE RIDGE ROADI .39 44'1 N 00'49'51 "W ~ lo. 14-- _ I/ _ _ / ~ 1o9o.,%7F~ SECTION 10 ._ _ ~ ~ .... ~ _ ~'~2~ . _ _ .. '__ I ' ~ _ S~N~5 SECTION LINE '(COUNTY ROAD NO. 896) /I PRESQUE ISLE PLAT BOOK 4, PAGE 48 LEGEND: O,R, PG. P.C.P, TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) GRAPHIC SCALE 1 oo' o' 5o' 1 oo' POINT OF COMMENCEMENT/ THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10-49-25 NOTES: 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLEI-FE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. rO O >- I-- Z ZD O 4. NOT VAUD WITHOUT SHEET 2 OF 2. ( IN FEET ) 1 inch = 100 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT Professional Land Surveyor Florida Certificate ,No. 5365 Date Signed: __~__~_~ Not, valid without the dlgnature ,and the original raised seal of a Florida Licensed Surveyor end Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. 8URVEYOR~ AND 6-01 2,5313 10-49-25 1' m 100' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 72,:3 TAX PARCEL NO. : ~! t 8't ~' ~, IOA DESCRIPTION' PARCEL 723 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA ANB RUN SOUTH 89°10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 1090.11 FEET; THENCE RUN NORTH 00'49'51" WEST, A DISTANCE OF 79.96 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING RUN SOUTH 86'46'46" WEST, A DISTANCE OF 59.44 FEET; THENCE RUN SOUTH 88"06'56" WEST, A DISTANCE OF 10.14 FEET TO AN INTERSECTION WITH THE WEST LINE OF LOT 21 OF PINE RIDGE SUBDIVISION AS PER PLAT RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 00"49'31" WEST ALONG SAID WEST LINE OF LOT 21, A DISTANCE OF 5.00 FEET; 'THENCE RUN NORTH 88'06'56" EAST, A DISTANCE OF 9.99 FEET; THENCE RUN NORTH 86'46'46" EAST, A BISTANCE OF .59.58 FEET; THENCE RUN SOUTH 05'15'14" EAST, A DISTANCE OF 5.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.006 ACRES OF LAND, MORE OR LESS. TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC. ENGINEE:RS. SURVEYOR8 AND ECOLO~IS'r8 6-01 2,5513 10-49-25 2 OF 2 PROJECT NO, : 601,34 PROJECT PARCEL NO, : 124 TAX PARCEL NO. : ~"{ ~ $ ~, ~"/ . EXHIBIT._ _ FEE SIMPLE INTEREST .,-. ~0~~=~ LOT 2 LOT 21 LOT 20 o.~ ~o~, ~ ~ LOT 22 ~K ~ ~G. 662 O.R. 1~31', PG. 210s H.A. &: EDI1H G. STREET O.R. I~2f, ~ 237~GARY COMPTON, ET. UX. GEORGE SHEPARD, JR. ROBERT G. SCHUSRING JOSEPH COMPTOH, ET. UX. ET. UX., 'IRUSTEES PA1R~ClA P. MILFORD GERALDINE WARNSTAFF N 40'05'59"E LOT 1 49.29' O.R. 2~77, PG. 4.~? N86'47'§5"E 97 so' ~ "' ^' ~ mm G. SmEET NOO'49'al'W -~'~-' - .... 2..~-E I , .//f S'a~'{b'29'"w \ 232.~T POINT OF BEGINNING/II \ s~'aB'~s"w PINE RIDGE ROAD (COU,T~ Ro^o ,o. , . /~ .... ~ 25.4~' _ .... .........-W '~'-;-'~0,130 ACRES, ~ SEC'FlON LINE I/ SECTION 15 N00'49'3~ LOT 9 0 0 0 0 0 0 0 LOT I O.R. 3*3, PG. ~e POl~r o~ cOUUE~CEu~~r/ PRESQUE ISLE "~ ~ PLATBOOK4, PAGE4$ mr soum~s~ ouster o~ LOT 11/ LOT 10 ~ GRAPHIC SCALE o' lOO' 200' 1 inch = ~800 fL LEGEND: O.R, PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. mis IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOOOLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'06'12' E. 5. SUBJECT TO EASEMENTS. RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. Barry E, ~'~n (For ~[~e--~-m LBt~642) Profe~l~oF ~nd Su~e~ Rorlda CerUflcote No. 5365 Date Signed: Not ~lid without ~e s~gnature and the original raised seal of a Florida Lic~sed Su~e~r and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 2.5 EAST COLLIER COUNTY, FLORIDA dOHN$ON fNOINf£RINO, INC. ENGINEERS. SURVEYORG AND ECOLOGIST8 2&40 CXXDIO4 ~ 434-G333 5--01 25.313 10-49-25 1" - 200' I OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 124- TAX PARCEL NO. :(~?tS~l~, ~7 IOA EXHIBIT FEE SIMPLE INTEREST DESCRIPTION: PARCEL 124 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89"10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 929.65 FEET; THENCE RUN NORTH 00'49'51" WEST ALONG THE SOUTHERLY PROJECTION OF THE WEST LINE OF LOT 20 OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING CONTINUE NORTH 00'49'51" WEST, A DISTANCE OF 16.66 FEET; THENCE RUN NORTH 86'47'53" EAST, A DISTANCE OF 97.90 FEET; THENCE RUN NORTH 88'02'.32" EAST, A DISTANCE OF 119.91 FEET; THENCE RUN NORTH 40'05'.59" EAST, A DISTANCE OF 49.29 FEET TO AN INTERSECTION WITH THE EAST LINE OF SAID LOT 20; THENCE RUN SOUTH 00'50'01" EAST ALONG SAID EAST LINE OF LOT 20, A DISTANCE OF 4.2.15 FEET; THENCE RUN SOUTH 45'36'18" WEST, A DISTANCE OF 25.46 FEET TO AN INTERSECTION WITH SAID NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD; THENCE RUN SOUTH 89'10'29" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 252.17 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.1.50 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND ECOLOGISTS ,..G~^ ,~%.1 ~'"'~'~ '~ 2.0 ...x. -.,~0'~ p~-^Y..,,u~ ..."-- _~_.. 3,.~ ~ ~ .~-Ol I 25,~13 10-49-25 2 OF 2 / PROJECT NO. : 601.34 PROJECT PARCEL NO. : 724 TAX PARCEL NO. TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) IOA '.l EXHIBIT ,, LOT 20 ~ O.R. 1537, PG. 2101 ~z GEORGE SHEPARD, JR. .~ ET. UX., TRUSTEES L~J ~ PA R rt. E L ? 2 4 ~ POINT OF COMMENCEMENT ~ ~ 5 ~ THE SOUTHEAST CORNER OF / 0.005 ACRES, +/- ~ %N88'O2'52"E ~ SECTION 10-49-25 / / N86'47'55"E ~ 5 01' 5.00' ~ ~_ I SS~'47'53"W .SSS'O2'32"W PINE IDGE ROAD / 37.27' ~ 2.~5' *~o (COUNTY ROAD NO. 896) / OI SECTION ~0 _z~ $~¢TiON ~ S89'10'29"W 828.88' ~L_ SECTION LINE LEGEND: PRESQUE ISLE PLAT BOOK 4, PAGE 48 GRAPHIC SCALE 100' O' 50' 100' LOT I O.R. PG. P.C.P. El) Ct::: ,:::5 L.,... < 0 I © NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. ( IN FEET ) 1 inch = 100 ft. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT 4. NOT VALID W~THOUT SHEET 2 OF 2. n (For th~Flrm I_Bi~642) Professional Land Surveyor Florida Certificate No. 5365 Date Signed: Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 6-01 JOHNSON ENGINEERING. INC. ENOINE:KR8. 8URVEYOR8 AND £GOLOGIST8 2840 GKXI~J4 GATE 434--0.33~ 25313 10-49-25 1" - 100' 1 OF 2 PROJECT NO. : 601,.34 PROJECT PARCEL NO. : 724- TAX PARCEL NO. :~(~9oo~o TEMPORARY DRIVEWAY RESTORATION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) IOA DESCRIPTION: PARCEL 724- A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 828.88 FEET; THENCE RUN NORTH 00'49'51" WEST, A DISTANCE OF 90.77 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING RUN SOUTH 88'02'52" WEST, A DISTANCE OF 2.95 FEET; THENCE RUN SOUTH 86'47'55" WEST, A DISTANCE OF 57.27 FEET; THENCE RUN NORTH 05'12'07" WEST, A DISTANCE OF 5.00 FEET; THENCE RUN NORTH 86'47'55" EAST, A DISTANCE OF 57.55 FEET; THENCE RUN NORTH 88'02'.32" EAST, A DISTANCE OF 3.01 FEET; THENCE RUN SOUTH 01'57'28" EAST, A DISTANCE OF 5.00 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.005 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC, ENGINIrERS. ~URVEYOR8 AND ECOLOGIS'T8 PCI4CIN*A 2840 0GUX~ I 434-Gi~ 6-01 25.315 10-49-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 125 TAX PARCEL NO. : ~ ~, t $ ~ 3 (,, '~ O t,'7 IOA EXHIBIT R - 158.00' Chord = N.I3'IT4I'E., §2.71' LOT 2 LOT 21 LOT 20 ~u.v~ GARY C~PT~, ET. UX. GEOR~ ~EP~D. ~. S~0'~6'48' T~ - 54.82' ~ ~ J ~U~V~ ~ATA= ~PH C~PTON. ET. UX. ET. UX., ~US~ES ~ ~n' ~ LO~ I D~to - 24'~g'59" ~ ~ / R - 58~1.B4' GER~NE WARNSTAFF H A ' ' I~ ' 68.01' ~ Ton - 41.gg' 70.00' 0 0 0 0 LOT 51 ~ ~ ~ ~ ~ ~ LOT I o.~ PRESQUE ISLE ~INT OF COMMENCEME~ PLAT BOOK 4, PAGE 48 THE SOUTHEAST CORNER OF THE SOUTHWEST OUARTER OF SEC'DON 10-49-25 L LOT LOT 10 ~ GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = ~00 ft. FEE SIMPLE INTEREST LEGEND: O,R, PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTEICTIONS OF RECORD. 4. NOT VAUD ~ITHOUT SHEET 2 OF 2. en (For '~he Finn LB#642) Professlonei Lend Surve~)r FIoHdo Certlflcete No. 5365 Not volid without~he~ignOture or~d the originol roised seol of o Florido Licensed Surve)e:)r ond Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS. SURVEYOR8 AND IrCOLOGIST8 IK21~I,N4A :/840 GC3LD~ 434--C3~33 ~01 25313 10-49-25 1' .= 200' 1 OF 2 PROJECT NO. : 60134- PROJECT PARCEL NO, : 125 TAX PARCEL NO. : EXHI.BIT_z _ DESCRIPTION: PARCEL 125 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 141.24 FEET; THENCE RUN NORTH 00'49'31" WEST, A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN SOUTH 89'10'29" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 460.45 FEET; THENCE RUN NORTH 45'15'21" WEST, A DISTANCE OF 25.65 FEET TO AN INTERSECTION WITH THE WEST LINE OF LOT 1 OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 00"50'01" WEST ALONG SAID WEST LINE, A DISTANCE OF ,32.96 FEET; THENCE RUN SOUTH 50'36'48" EAST, A DISTANCE OF 53.50 FEET; THENCE RUN NORTH 89"15'44" EAST, A DISTANCE OF 1.32.68 FEET; THENCE RUN NORTH 89'11'24" EAST, A DISTANCE OF 258.60 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 158.14 FEET, A CENTRAL ANGLE OF 24"49'59" AND A CHORD BEARING AND DISTANCE OF NORTH 76"45'45" EAST, 68.01 FEET, RESPECTIVELY; THENCE RUN EASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 68.54 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 42.51 FEET, A CENTRAL ANGLE OF 41'58'26" AND A CHORD BEARING AND DISTANCE OF NORTH 45'55'02" EAST, 50.51 FEET, RESPECTIVELY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF .30.99 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 158.00 FEET, A CENTRAL ANGLE OF 19'12'16" AND A CHORD BEARING AND DISTANCE OF NORTH 15'17'41" EAST, 52.71 FEET, RESPECTIVELY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 52.96 FEET TO AN INTERSECTION WITH A CURVE OF THE WESTERLY RIGHT-OF-WAY LINE OF 600DLETTE-FRANK ROAD (IO0-FOOT RIGHT-OF-WAY), SAID CURVE BEINO CONCAVE EASTERLY AND HAVING A RADIUS OF 5841.64 FEET, A CENTRAL ANGLE OF 00"49'25" AND A CHORD BEARING AND DISTANCE OF SOUTH 05'16'50" WEST, 8.3.97 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 8,3.97 FEET; THENCE RUN SOUTH 44'17'20" WEST, A DISTANCE OF 46.62 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.564 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 3-01 JOHNSON ENGINEERING. INC. ENGINEER~. BURVEYOR~ AND ECOLOGISTS 2,5313 10-49-25 2 OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 825-A TAX PARCEL NO. :~,,'~[ 3'~,'~,e~0'7 PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT LOT 21 GARY COMPTON, ET, UX. JOSEPH COMPTON. ET. UX. GERALDINE WARNSTAFF LOT 20 O.R. 1337, PG. 2101 GEORGE SHEPARD. JR. ET. UX., TRUSTEES PINE RIDGE ROAD (¢OUNT~ RO^D ,0. 896) .SE~T./ON___IO__. SECTION 15 0 0 0 0 0 0 LOT '/ "'1 "1 "'1 "1 "1 PRESQUE ISLE PLA T BOOK 4, PA GE 48 LOT 5 O.R. 1488. PG. 1785 DANIEL F. & CHARLOTTE JOHNSTON LOT 4 O.R. 2007. PG. 459 H. A. & EDITH G. STREET LOT 3 O.R. 2007, PG. 457 H, A. & EDITH G. STREET LOT 2 O.R. 2007, PG. 457 H. A. &: EDITH G, STREET N89'12'52"E 286.88' LOT 1 O.R. 2007. PG. 457 H. A. & EDITH G. STREET · 5ECI]ON LiNE PARC r'L E! ~- 5-A 0,833 ACRES, +/- 182.51' S89'10'29"W 585.31' LOT 51 0..~ 343, PG. GEORGE W. SHEPARD AND SON. INC. L - 68.54' Tun = 34.82' Chord - S. 76'45'45'W. LOT 11/ LOT 10 ~ Ton - 23.02' Data - 0(T27'06' Chord - S.05~5'05"W.. 46,04' u.__~ v._~ ~_.A'rA~ R- 42.31' Delta = 41'58'26' Chord ~ S,43'53'0~'W. POINT OF COMMENCEMENT ll-(E SOUll-IEAST CORNER OF DiE SOUll-lWEST ~;)UARTER OF SECTIDN 10-49-25 LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 fL LB#642) Professional Land Florida Certificate No. 5365 Date Signed: ~_l_t~.~_.~00[ Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. .3. SUBdECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4-01 JOHNSON ENGINEERING. INC. ENGINEERS, IURVEYORI AND E:GOL.DGIST8 2~40 ~ 34.106, ~ ( 434.-G133 25313 10-49-25 1' = 200' 1 OF 2 PROJECT NO. : 60134. PROJECT PARCEL NO. : 825-A TAX PARCEL NO. EXHIBIT page PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT IOA DESCRIPTION PARCEL 825-A: A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'10'29" WEST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF .385.31 FEET; THENCE RUN NORTH 00°49'31'' WEST, A DISTANCE OF 99.43 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN NORTH 00'48'56" WEST, A DISTANCE OF 135.30 FEET TO AN INTERSECTION WITH THE NORTH LINE OF LOT 1 OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 89'12'52" EAST ALONG SAID NORTH LINE, A DISTANCE OF 286.88 FEET TO AN INTERSECTION WITH A CURVE OF THE WESTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (IO0-FOOT RIGHT-OF-WAY), SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 5841.64 FEET, A CENTRAL ANGLE OF 00'27'06" AND A CHORD BEARING AND DISTANCE OF SOUTH 0.3'55'05" WEST, 46.04 FEET, RESPECTIVELY; THENCE RUN SOUTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 46.04 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 158.00 FEET, A CENTRAL ANGLE OF 19'12'16" AND A CHORD BEARING AND DISTANCE OF SOUTH 1.3'17'41" WEST, 52.71 FEET, RESPECTIVELY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 52.96 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 42.51 FEET, A CENTRAL ANGLE OF 41'58'26" AND A CHORD BEARING AND DISTANCE OF SOUTH 45'55'02" WEST, 50.51 FEET, RESPECTIVELY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 30.99 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 158.14 FEET, A CENTRAL ANGLE OF 24'49'59" AND A CHORD BEARING AND DISTANCE OF SOUTH 76'45'45" WEST, 68.01 FEET, RESPECTIVELY; THENCE RUN WESTERLY ALONG SAID CURVE, AN ARC DISTANCE OF 68.54 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE RUN SOUTH 89'11'24" WEST, A DISTANCE OF 182.51 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.855 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC. ENGINEER~, 8URVE:YOR8 AND ECOLOGISTS 4-01 25,:313 10-49-25 2 OF 2 PROJECT NO. : 601,.34 PROJECT PARCEL NO. : 825-B TAX PARCEL NO. : PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT LOT 21 GARY COMPTON, ET. UX. JO~PH COMPTON, ET. UX, GERALDINE WARNSTAFF LOT 20 O. FL ~37, I~. 2101 GEORGE SHEPARD, JR. ET. UX., TRUSTEES PINE RIDGE ROAD (COU,T~ ROAD ,0. 896) S.S.S.S.S.S.S.S.S.~C~ON ~.._0 LOT 5 O,R. 141B8, PG. 178.3 DANIEL F. & CHARLOTTE JOHNSTON LOT 4 O.R. 2007, PG. 459 H. A. & EDITH G. STREET LOT 5 O.R. 2007, PG. 457 H. A. & EDITH G. STREET N89'12'52"E 34:3.91' FaARI~ EL B25'B 1.442 ACRES, +/- 317.47' S899 2'52"W LOT 2 O.R. 2007, PO. 4~7 H. A. & EDI'IH G. STREET LOT 1 O.R. 2007. PG. 457 H. A. & EDITH O. STREET SECTION ~15 '-I "H "i PRESQUE ISLE PLAT BOOK 4, PAGE 48 SEC~ON UNE LOT 5'1 GEORGE W. SHEPARD AND SON, INC. THE SOUTHEAST CORNER ~LOT 11/ LOT 10 ~ OA POINT OF BEGINNING LEGEND: OoR. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT GRAPHIC SCALE O' 100' 200' ( III FEET ) 1 inch = 200 ft. NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. e Firm LB~642), Professional Land Surveyor Florldo Certiflcote No. 5365 Not v~lld without l[he ~lgnoture (3nd the orlgln(31 rolsed aeol of (3 Florlde Uceneed Surveyor Grid Mopper. 4-01 SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. PROJECT NO. : 601,.34 PROJECT PARCEL NO. : 825-B TAX PARCEL NO. : G,-~ ~' ~,.~,.~ Oc~o,~ PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT EXHL_BIT_ DESCRIPTION PARCEL 825-B: A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 4- OF PINE RIDGE SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA FOR A POINT OF BEGINNING; THENCE RUN SOUTH 89'12'52" WEST ALONG THE SOUTH LINE OF SAID LOT 4, A DISTANCE OF 517.47 FEET; THENCE RUN NORTH 00'47'08" WEST, A DISTANCE OF 190.00 FEET TO THE NORTH LINE OF SAID LOT 4; THENCE RUN NORTH 89'12'52" EAST ALONG SAID NORTH LINE, A DISTANCE OF 543.91 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD (100' RIGHT-OF-WAY) AT THE NORTHEAST CORNER OF SAID LOT 4; THENCE RUN SOUTH 07'08'12" WEST ALONG SAID WESTERLY RIGHT-OF-WAY LINE AND SAID EAST LINE OF LOT 4, A DISTANCE OF 191.85 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 1.442 ACRES OF LAND, MORE OR LESS. 4-01 SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, 8URYEYOR8 AND EGOLOeI~11 2`55515 10-49-2,5 2 OF 2 PROJECT NO. : 601,.34 PROJECT PARCEL NO. : 126 TAX PARCEL NO. PINE RIDGE COMMONS P.U.D. COUNTY ORDINANCE 24.62' S75'07'24"E NOO'46'24"W 29,07' PINE RIDGE ROAD (COUNTY ROAD NO. 896) N89'32'12"E POINT OF COMMENCEMENT THE SOU~'I£AST CORNER OF THE SOU~H~..ST QUNtTER OF SEC'nON 10-49-25 POINT OF BEGINNING 778.60' EXHIBIT 51.54' 190.04' ~ N89'35'10"W '~ 57.60' NOO'27'48"W o~ f~';?, PG. 1022 93.07' S87'5§'29"E 22.14' S87'01 '53"E ~soo'4s'~"[ ~ 17.47' ~ +/- GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 ft. NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF SECTION 10 WHICH HAS A BEARING OF N. 89'32'12' E. ,3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WlTHOUT SHEET 2 OF 2. FEE SIMPLE INTEREST LEGEND: O.R. P.K. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PARKER-KALON INDICATES PERMANENT CONTROL POINT (~__./_~ ~. '~_ Borry E. ~n (For ~e ~rm LBt~642) Professional- Land Surveyor Florida Certificate No. 5365 Date Signed: Not volld without the signature and the original raised seal of a Florida Licensed Surveyor and Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON ENGINEERING, INC. ENGINEERS. 8URVEYOR8 AND ECOLOGI~I'~ 6-01 25313 10-49-25 1' = 200' I OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 126 TAX PARCEL NO. : ~o2..4~"Z.~oo~ EXH B,T Page DESCRIPTION: PARCEL .126 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 89°52'12" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 778.60 FEET; THENCE RUN NORTH 00'27'48" WEST, A DISTANCE OF 57.60 FEET TO THE POINT OF BEGINNING. ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN NORTH 00"46'24" WEST ALONG THE WEST LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 162,.3, PAGE 818 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 29.07 FEET; THENCE RUN SOUTH 73'07'24" EAST, A DISTANCE OF 24.62 FEET; THENCE RUN SOUTH 88'55'50' EAST, A DISTANCE OF 51.54 FEET; THENCE RUN SOUTH 87",38'29" EAST, A DISTANCE OF 93.07 FEET; THENCE RUN SOUTH 87'01'33" EAST, A DISTANCE OF 22.14 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1623, PAGE 818; THENCE RUN SOUTH 00'46'24" EAST ALONG SAID EAST LINE, A DISTANCE OF 17.47 FEET TO THE SAID NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD; THENCE RUN NORTH 89'33'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 190.04 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.091 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 6-01 ,JOHNSON ENGINEERING. INC. ENGINE:ERS. SURVEYOR8 AND EOOI.OGIST8 Iqu[ N& 25515 10-49-25 2 OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 127 TAX PARCEL NO. EXHIBIT PINE Rtl)GE COMMONS RU.D. COUNTY ORDINANCE PINE RIDGE ROAD (COUNTY ROAD NO. 896) / POINT OF COMMENCEMENT IHE SOUll-lEAST CORNER N89'52'12"E FL~T BAPTIIT (h~ilR~lf OF NAPLES, I~. O.R. 1487, PO. 16'17 NOO'46'24"W 17.47',~ S87'01'55"E S87'57'15" i '"'", 119.15' 126.26' 245.06' ~ ~S00'46'24'E / ~ N&O'3~'IO"W ~ 968.62' ~ 54.58' NOO~7'48"W ~0~ ~ +/- ~INT OF BEGINNING ~ GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) 1 inch = 200 ft. NO TES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH UNE OF SECTION 10 WHICH HAS A BEARING OF N. 89'32'12" E. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. FEE SIMPLE INTEREST LEGEND: P.K. P.C.P. INDICATES OffiCial RECORDS INDICATES PARKER-KALON INDICATES PERMANENT CONTROL POINT B~rm LB~642) Professional Land Surveyor Florida Certlflccte No. 5565 Not valid wi[haut the ~-~"noture and the original raised seal of o Florida Licensed Surve)~r and Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENOINEERING. INC. ENGINE:F. IIS, SURVEYOR8 AND ECOLOGIS'T~ 2840 GGU)EN GAlE 434-0333 25313 10-49-25 1" - 200' I OF 2 PROJECT NO. : 601,34 PROJECT PARCEL NO. : 127 PARCEL NO. : oe"z-'~cl.~(~ooS'" TAX EXH.[BIT_ L DESCRIPTION: PARCEL 127 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 89'.32'12" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 968.62 FEET; THENCE RUN NORTH 00'27'48" WEST, A DISTANCE OF 54.58 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN NORTH 00'46'24" WEST ALONG THE WEST LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1657, PAGE 1522 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 17.47 FEET; THENCE RUN SOUTH 87'01'53" EAST, A DISTANCE OF 119.15 FEET; THENCE RUN SOUTH 87'57'15" EAST, A DISTANCE OF 126.26 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1657, PAGE 1522; THENCE RUN SOUTH 00'46'24" EAST ALONG SAID EAST LINE, A DISTANCE OF 8.69 FEET TO THE SAID NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD; THENCE RUN NORTH 89'53'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 245.06 FEET TO THE, SAID POINT OF BEGINNING. CONTAINING 0.071 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST 3-01 SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERINO, INC. ENGINE:ER8. SURVEYORS AND ECOLOGISlr8 25313 10-49-25 2 OF 2 PROJECT NO. : .601,~4 PROJECT PARCEL NO. : 128 TAX PARCEL NO. FEE SIMPLE INTEREST EXHIBI. IOA PINE RIDGE ROAD (COUNTY ROAD NO. 896) N89'32'12"E 1213.64' O,R. 1,~3, PG, ~18 O.~L f~3'. P~. 1ak32 N00'46'24"W 8.69' SECTION SECTION t5 50.69' N 00'27'48"W'~, POINT OF BEGINNING / ~M~.~T 587'57'15"E 23.92' S00'2~'50"~ /f 7.21' // ssg~',7'~ / ,56.8~'. \" ~o.,2" ~N89°35'10"W \PARCeL 12~ 0.032 ACRES, POINT OF COMMENCEMENT THE SOUTHEAST CORNER OF THE $OUTH~$T QUARTER OF ~C130N 10-49--25 GRAPHIC SCALE 200' O' 100' 200' ( IN FEET ) inch = 200 ft. NOTES: 1. ~'IIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF SECTION 10 WHICH HAS A BEARING OF N. 89'.32'12' E. .3, SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. LEGEND: O.R. P.K. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PARKER-KALON INDICATES PERMANENT CONTROL POINT Borry E. S~n (For t'~t Firm LB~642) ProfessionoI-Lond ~r~r Fl~ldo C~ifi~te No. 5365 Not ~lld wl~h~t {he ~lgnature and the orlglnol rals~ seol of o Rorido Llc~a~ ~r~r Grid Mopper. 3-01 SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC, ENGINEERB. 8URVEYORB AND ECOLOGIS'T~ 25313 10-49--25 1' = 200' I OF 2 PROJECT NO. : 601;~4- PROJECT PARCEL NO. : 128 TAX PARCEL NO. : oo~-~o o c>oo ~ FEE SIMPLE INTEREST EXHIBIT_. ._ Page oe DESCRIPTION: PARCEL 128 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN NORTH 89',32'12" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, A DISTANCE OF 1213.64 FEET; THENCE RUN NORTH 00'27'48" WEST, A DISTANCE OF 50.69 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD (COUNTY ROAD NO. 896); FROM SAID POINT OF BEGINNING RUN NORTH 00'46'24" WEST ALONG THE' WEST LINE OF THAT PARCEL OF LAND AS RECORDED IN OFFICIAL RECORDS BOOK 1487, PAGE 1517 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, A DISTANCE OF 8.69 FEET; THENCE RUN SOUTH 87'57'15" EAST, A DISTANCE OF 25.92 FEET; THENCE RUN SOUTH 89'15'17" EAST, A DISTANCE OF 156.69 FEET; THENCE RUN SOUTH 00'26'50" WEST, A DISTANCE OF 7.21 FEET TO THE SAID NORTHERLY RIGHT-OF-WAY LINE OF PINE RIDGE ROAD; THENCE RUN NORTH 89'55'10" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 180.42' FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.032 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEIrRS. IURVEYOR8 AND EC~OL.QGIST8 25.313 10-49-25 2 OF 2 PROJECT NO. : 60154 . PROJECT PARCEL NO. : 129 TAX PARCEL NO. LOT 2 O.R. ,X~X, PG. .X:KX DAVID V. & d. VEENSCHOTEN FEE SIMPLE INTEREST LOT l O.R. ~78. PG. ~34 RUFUS F. & CARO~N H. DUFF S84'44'3o,,r- _ , 6.00' ., ,-,~ ,v/ z48.80' ~ NOS'15'22"E / 6.06" S07'08'12"W LOTZl / PARCEL 129 ~,EE L ~oc~ 0.054 ACRES, + /- 0.~ ~ ~ ~7 LOT 20 O,R. 673, PG. 114 GEORGE D. & MADEUNE LENINGTON ( IN FEET ) 1 inch = 100 ft. // IOA 1, " /O.R. CENTEX / HOMES 2262, PG. 2083 ll ~.~ //// LEGEND: O.R. PG. P.C.P. //// INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT N 0 TES: 1. THIS IS NOT A SURVEY. 2. BEARINOS SHOWN HEREON ARE BASED ON THE EAST RIOHT OF WAY UNE OF GOODLETTE-FRANK ROAD Vfl-IICI-I HAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAUD WITHOUT SHEET 2 OF 2. Barry E. ~en Firm LB#642) Professional Land S~m~e)6~?' ~. . Florida ~rtifi~te No. 5365' .. Dote Signed: ~'~(~ Not valid without ~m signotur~ e~d ~e originol roised seal of ~ Floride Licen~a~Su~ Ond Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, SURVEYOR8 AND ECOLOGIST8 PCeKIN4A 4-01 25313 10--49-25 1' = 100' I OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 129 TAX PARCEL NO. : ~--1, t ~ El EXHIBIT FEE SIMPLE INTEREST DESCRIPTION: PARCEL 129 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 4.9 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 6.00 FEET OF THE EAST 24-9.00 FEET OF LOT 21 OF BLOCK "1" OF "PINE RIDGE SUBDIVISION" AS RECORDED IN PLAT BOOK 5, PAGE 24 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. CONTAINING 0.054 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4--01 JOHNSON ENGINEERING. INC. EN~NKER8. SURVEYOR8 AND ECOL.O~ISTS i,imlol' No. 25313 10-49-25 2 OF 2 PROJECT NO, : 60154 PROJECT PARCEL NO. : 150 TAX PARCEL NO. FEE SIMPLE INTEREST LOT 1 O.R. f.37a, PG. 634 RUFUS F. &: CAROLYN H. DUF*F PARCEL 130 / 0,055 ACRES, +/- N05'l 5'22"E / 6.00' / S07'08'12"W / / )0 CENTEX HOMES O.R. 2262, PG. 2083 LOT 20 GEORGE D. & MADELINE LENING]'ON // GRAPHIC SCALE O' 50' 100' ( [N i~..T ) 1 inch = 100 ft. LEGEND: O,Ro PG. P.C.P. / // // // // INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOOOLETTE-FRANK ROAD WHICH NAS A BEARING OF N. 07'08'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAMD WITHOUT SHEET 2 OF 2. Barry E. S~ (Fo;'~t~e Rrm LBJ~6~42) Professional Land Surveyor' . Florida Ce,'"Uflcate No. '5365 Dote Signed:i. ,~.~:** ~ ¥ ' ' · Not valid without the ei;;inoture-,o"d the oHglnol rolsed seal of o Florldo Licensed ,Surveyor ~nd Mopper. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4-01 JOHNSON ENGINEERING. INC. ENGINEERS, ~URVEYOR$ AND EC(~I~T~ 2§31;~ 10-49-25 1' - 100' I OF 2 PROJECT NO. : 60154 PROJECT PARCEL NO. : 1.30 TAX PARCEL NO. : EXHIBIT FEE SIMPLE INTEREST DESCRIPTION: PARCEL 130 A PARCEL OF LAND LOCATED IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTH 6.00 FEET OF THE EAST 251.00 FEET OF LOT 1 OF BLOCK "H" OF "SUBDIVISION OF BLOCKS E, F, G AND H IN PINE RIDGE SUBDIVISION" AS RECORDED IN PLAT BOOK 4., PAGE 29 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. CONTAINING 0.055 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION 10, TOWNSHIP 4-9 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4--01 JOHNSON ENGINEERING. INC. ENGINEF..RS. SURVEYOR8 AND E'COLOGI8~ 434-G3,~ 25315 10-49-25 2 OF 2 PROJECT NO. : 601..'34 PROJECT PARCEL NO. : 1,:31 TAX PARCEL NO. : O PARCEL '131 0.006 ACRES, +/- / / 10.~8' S52'5, 1 '48"E / ! EXHIBIT Page~ POINT OF COMMENCEMENT CENTERLINE INTERSECTION I I N82151'48"W 100' GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. LEGEND: O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT FEE SIMPLE INTEREST NOTES: 1. THIS IS NOT A SURVEY, 2. BEARINGS SHOWN HEREON ARE BA~EB ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N, 07'08'12" E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VALID WITHOUT SHEET 2 OF 2. ~en ~Flrm LB#642) Professlon=! Lond Surveyor Florldo Certlflcete No. §365 Dote Signed: \'"~'1 \~"['7'~'0' Not volid w~thot~t ~he e,gnoture ~ond the originol roised seol of e Florldo LlCen~ Surveyor and Mopper. SKETCH AND DESCRIPTION SECTION 54, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4-Ol JOHNSON ENGINEERING. INC. ENMNEER~, SURVEYOR8 AND ECOLDMSI'I 25G13 34-48-25 1" - 100' 1 OF 2 PROJECT NO. : 601,34- PROJECT PARCEL NO. : 1.31 TAX PARCEL NO. : ~G(,:,"7"R.~' o(,, E~I EXH!BIT_ ._ 10/ DESCRIPTION: PARCEL 1 ,.31 A PARCEL OF LAND LOCATED IN SECTION ,34, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GOODLETTE- FRANK ROAD (FRANK BOULEVARD) AS RECORDED IN PLAT BOOK 1,3, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA WITH THE CENTERLINE OF VANDERBILT BEACH ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 2252, PAGE 1251 OF SAID PUBLIC RECORDS AND THENCE RUN SOUTH 07'08'12" WEST ALONG SAID CENTERLINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 105.50 FEET; THENCE RUN NORTH 82'51'48" WEST, A DISTANCE OF 80.00 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF SAID GOODLETTE-FRANK ROAD FOR A POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING RUN NORTH 15'16'57" WEST, A DISTANCE OF 83.94 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID VANDERBILT BEACH ROAD; THENCE RUN SOUTH 52'51'48" EAST ALONG SAID SOUTHERLY RIGHT- OF-WAY LINE OF VANDERBILT BEACH ROAD, A DISTANCE OF 10.68 FEET; THENCE RUN SOUTH 10"20'.30" EAST, A DISTANCE OF 75.75 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.006 ACRES OF LAND, MORE OR LESS. FEE SIMPLE INTEREST SKETCH AND DESCRIPTION SECTION 34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4-01 JOHNSON ENGINEERING. INC. ENGINEERS, 8URVEYOR~ AND EC~)LOGIITI ~ ,4,34-0333 2531;~ ~,4-48-25 2 OF 2 Project No.: 60134 Project Parcel No.: 831 Folio No.: 66679306551 PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT EXHIBIT_ _ FPL EASEMENT (AS PER O.R. 80(~( 1907, PAG~ 2231 (AS PER DEED BOOK 50, PAGE 30 AND DEED BOOK 228,, PAGE 577) LOT I LOT 4 LOT ~ · ~ g ~va~ LOT 1~ POINT OF BEGINNING ,/ / ~O0'FPL EASEMENT / /.(AS PER DEED BOOK 50, PAGE 50 AND DEED BOO~ 228, PAGE 577) O.R. 1414, ~ g24 . o./,?,I 'J., / ALBERT NUBSCHMAN '"'65-,~.~ / FLOt?JDA POWER & LIGHT COMPANY O.R. 524, PG~ 121 GRAPHIC SCALE 200' O' 100' 200' ( m FEET ) 1 inch = 200 fl SOOTHEAST CORNER OF SEC]ION 34--48-25 POINT OF COMMENCEMENT 791.36' ~ __ __ / LINE OF' SECTION 34-48--25 LEGEND: PG. FPL INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES FLORIDA POWER & LIGHT NO 7'ES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY LINE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'08'12" E. · 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4.. NOT VAUD WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION Professional"Land SuPge~¢. . Rorlda Ce~fl~te No~ 5365, . . Not volld ~ith~t the ~,igo~re ond the originel reised seel of ~ Rorido Lic~sed Surfer ond Mopper. SECTION 34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA ,JOHNSON £ERINO, INC, ENGINEER~. SURVEYOR8 AND ECOLOGISTS 3-01 25313 34--4.8-25 1' =, 200' 1 OF 2 Project No.: 60134 Project Parcel No.: 831 Folio No.: 66679306551 PERPETUAL, NON-EXCLUSIVE DRAINAGE EASEMENT EXHIBrr DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTION 54, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION .34, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA AND RUN SOUTH 89'50'.32" WEST ALONG THE SOUTH LINE OF SAID SECTION .34, A DISTANCE OF 791.36 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF A 100' FLORIDA POWER & LIGHT COMPANY EASEMENT AS RECORDED IN DEED BOOK 30, PAGE .30 AND DEED BOOK 228, PAGE 577 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY EASEMENT LINE, A DISTANCE OF 111.48 FEET; THENCE RUN NORTH .31'41'18" WEST ALONG SAID EASTERLY EASEMENT LINE, A DISTANCE OF .366.85 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 31'41'18" WEST ALONG SAID EASTERLY LINE OF THE FLORIDA POWER & LIGHT COMPANY EASEMENT, A DISTANCE OF 89.16 FEET; THENCE RUN NORTH 05'.33'18" WEST ALONG SAID EASTERLY EASEMENT LINE,' A DISTANCE OF 479.86 FEET; THENCE RUN NORTH 84'26'42" EAST, A DISTANCE OF 90.50 FEET; THENCE RUN SOUTH 05'.35'18" EAST, A DISTANCE OF 162.7,5 FEET; THENCE RUN SOUTH 82'51'48' EAST, A DISTANCE OF ,..57.28 TO AN INTERSECTION WITH SAID WESTERLY RIGHT-OF-WAY LINE OF GOODLETTE-FRANK ROAD; THENCE RUN SOUTH 07"08'12" WEST ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF ..398.75 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 1.064 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION 5-Ol SECTION ,..34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. IrNGINEER~, 8URVEYQ~ AND ECOL.OGiSTS 25~13 34-48-25 2 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 152 TAX PARCEL NO. :j=~a_7_o~.~,~_~O&, FEE SIMPLE INTEREST POINT OF BEGINNING EXHIBIT_, ... / NO7'OS'12"E 1..3.92' S82'51 '48"E 0 65.00' GRAPHIC SCALE lOO' o' 5o' lOO' ( IN FEST ) 1 inch = 100 PARCEL '132 / O' POINT OF COMMENCEMENT ~~ [ ' / ' NS2'51'48"W / / LEGEND: Berry E...~en (For~e Firm LEi/642) Profeaslonel L~,nd Surveyor Florida Certificate No, 5365 Date Signed: \*"Z.~¥~.'C,.~Ok · Not v~lid without the dlgnature and the original raised se~l of o Florldo Licensed Surveyor ond Mopper. 0.012 ACRES, +/- O.R. PG. P.C.P. INDICATES OFFICIAL RECORDS INDICATES PAGE INDICATES PERMANENT CONTROL POINT NOTES: 1. THIS IS NOT A SURVEY. 2. BEARINGS SHOWN HEREON ARE BASED ON THE EAST RIGHT OF WAY UNE OF GOODLETTE-FRANK ROAD WHICH HAS A BEARING OF N. 07'O8'12' E. 3. SUBJECT TO EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 4. NOT VAMD WITHOUT SHEET 2 OF 2. SKETCH AND DESCRIPTION SECTION 34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA 4-01 JOHNSON ENGINEERING. INC. ENGINEERS. BURVEYOR8 ANO EC, OI.OGIST8 2840 434-03~ 25313 34-48-25 1' = 100' 1 OF 2 PROJECT NO. : 60134 PROJECT PARCEL NO. : 132 TAX PARCEL NO. :G(=,~"/ff~'O5'2..e(,, FEE SIMPLE INTEREST EXHIBIT DESCRIPTION: PARCEL 152 A PARCEL OF LAND LOCATED IN SECTION 54., TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GOODLETTE- FRANK ROAD (FRANK BOULEVARD) AS RECORDED IN PLAT BOOK 13, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA WITH THE CENTERLINE OF VANDERBILT BEACH ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 2232, PAGE 1251 OF SAID PUBLIC RECORDS AND THENCE RUN NORTH 07'08'12" EAST ALONG SAID CENTERLINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 90.59 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 65.00 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF SAID GOODLETTE-FRANK ROAD FOR A POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 13.92 FEET; THENCE RUN SOUTH 21'07'58" EAST, A DISTANCE OF 98.56 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF SAID VANDERBILT BEACH ROAD; THENCE RUN NORTH 52'51'48" WEST ALONG SAID' NORTHERLY RIGHT-OF-WAY LINE OF VANDERBILT BEACH ROAD, A DISTANCE OF 10.23 FEET; THENCE RUN NORTH 22'01'14" WEST, A DISTANCE OF 77.60 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.012 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION ,34, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEER~. ~URVEYOR8 AND ~GIS'T8 4,-01 25515 54--48-25 2 OF 2 PROJECT NO. : 60134- PROJECT PARCEL NO. : 732 TAX PARCEL NO. TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) POIN )F BEGINNING 100' GRAPHIC SCALE O' 50' 100' / N07'08'12"E 25.58' S82'51 '48"E 5.00' ( IN FEET ) 1 inch = 100 fL / 0'4 S82'51'48"E N(~7'08'1; 65.00' 1.3.92' S07'08'12"W 24.12' POINT OF COMMENCEMENT ~~ / ~ , 28.5o / ~ /~ ~ ~/ ~o~s: ¢ ~ ~ ~ / ON ~E EAST R GHT OF WAY LINE ~ ~ ~ ~ / GO~LE~E--FRANK ROAD ~1~ HAS A ~ ~ J ~ i i BEARING OF N. 07~8'12' E /~ ~/ / ~.~ .~,c=o. o~ .~co.~. SKETCH AND DESCRIPTION Rorido Certificate No, 5565 ot volid without tl~e-~-sgnoture °nd the originol r~i~ed seal of o Florida Licensed Surveyor and Mapper. SECTION 34, TOWNSHIP 4-8 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING, INC. ENGINEERS, SURVEYOR8 AND ECOLOGIST8 5--01 25.315 .34-48-25 1" = 100' 1 OF 2 PROJECT NO. : 601,.:34 PROJECT PARCEL NO. : 7.7,2 TAX PARCEL NO. EXHIBIT' TEMPORARY CONSTRUCTION EASEMENT (DURATION: 3 YEARS FROM COMMENCEMENT OF CONSTRUCTION) DESCRIPTION: PARCEL 752 A PARCEL OF LAND LOCATED IN SECTION .34, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GOODLETTE- FRANK ROAD (FRANK BOULEVARD) AS RECORDED IN PLAT BOOK 1.3, PAGE 58 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA WITH THE CENTERLINE OF VANDERBILT BEACH ROAD AS RECORDED IN OFFICIAL RECORDS BOOK 22.32, PAGE 1251 OF SAID PUBLIC RECORDS AND THENCE RUN NORTH 07'08'12" EAST ALONG SAID CENTERLINE OF GOODLETTE-FRANK ROAD, A DISTANCE OF 90.59 FEET; THENCE RUN SOUTH 82'51'48" EAST, A DISTANCE OF 65.00 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF SAID GOODLETTF-FRANK ROAD; THENCE RUN NORTH 07'08'12" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1.3.92 FEET TO THE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING CONTINUE NORTH 07'08'12" EAST ALONG SAID FASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 25.38 FEET; THENCE RUN SOUTH 82°51'48" EAST, A DISTANCE OF 5.00 FEET; THENCE RUN SOUTH 07'08'12" WEST, A DISTANCE OF 24.12 FEET; THENCE RUN SOUTH 21'07'.38" EAST, A DISTANCE OF 95.88 FEET; THENCE RUN SOUTH 52'51'48" EAST, A DISTANCE OF 28.50 FEET; THENCE RUN SOUTH .37'08'12" WEST, A DISTANCE OF 5.00 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF SAID VANDERBILT BEACH ROAD; THENCE RUN NORTH 52'51'48" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF VANDERBILT BEACH ROAD, A DISTANCE OF 29.72 FEET; THENCE RUN NORTH 21'07'58" WEST, A DISTANCE OF 98.56 FEET TO THE SAID POINT OF BEGINNING. CONTAINING 0.017 ACRES OF LAND, MORE OR LESS. SKETCH AND DESCRIPTION SECTION ,34, TOWNSHIP 4-8 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA JOHNSON ENGINEERING. INC. ENGINEERS, 8URVEYOR$ AND ECOLOGISTB 5-01 2551;3 54--48-25 2 OF 2