The URL can be used to link to this page

Home My WebLink About06-035 (CDD No.3) ORDINANCE NO. J:i!.LL'Ú5 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA AMENDING ORDINANCE NO. 01-012 ENACTED BY THE COUNTY ON AUGUST 21, 2001 ESTABLISHING THE WESTCHESTER COMMUNITY DEVELOPMENT DISTRICT NO.3, AS AMENDED BY ORDINANCE NO. 02-012 ENACTED BY THE COUNTY ON MARCH 26, 2002, AMONG OTHER MATTERS AND AMENDING SECTION 1-6.5-81 OF THE CODE OF ORDINANCES OF ST. LUCIE COUNTY, FLORIDA IN ORDER TO CONTRACT AND CONTEMPORANEOUSLY EXPAND THE EXTERNAL BOUNDARlES OF THE DISTRICT AND DESCRIBE THE REVISED EXTERNAL BOUNDARIES OF TIIE DISTRICT AND AMENDING SECTIONS 1-6.5-83 OF THE CODE OF ORDINANCES TO PROVIDE FOR THE CHANGE OF THE DISTRICT'S NAME TO TRADITION COMMUNITY DEVELOPMENT DISTRICT NO.3; PROVIDING FOR SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, ineluding, but not limited to thc staff rcport, has made the following determinations: 1. On August 21, 2001, the County cnacted Ordinance No. 01-012 (the "Original Ordinance") amending Section 1-6.5 "Community Development" of the Code of Ordinances of St. Lucie County, Florida to establish Westchester Community Devclopmcnt District No.3 (thc "District") as a community devclopment district pursuant to Chapter 190, Florida Statutes (the "Act") and its external boundaries, among other matters. On March 26, 2002, the County enacted Ordinance No. 02-012 (the "Amending Ordinance") amending Scction 1-6.5-81 "Community Development" of the Code of Ordinance of St. Lucie County, Florida to revise the extcrnal boundaries of the District. Subsequent to the enactment of the Amending Ordinance, all of the real property within the boundaries of the District was annexed into the boundaries of the City of Port St. Lucie, Florida (the "City"). The external boundaries of the District currently contain approximately 499.87 acres of rcal propcrty located cntirely within the jurisdictional boundaries of the City. 2. Pursuant to Section 190.046( I) of the Act, the Board of Supervisors of the District has submitted a petition (the "Petition") to the County requesting that thc boundaries of the DistJict be contracted and contemporaneously expanded, so that thercafter approximately 569.20 acres of real property will be located within the external boundaries of boundaries of thc District. The Petition also requests the change of the District's name to "Tradition Community Development District No.3" to be consistent with the name of the community within thc boundaries of the District. The Petition further requests that the County amcnd thc Original Ordinance, as amended by the Amending Ordinance, to rellcct the rcvised boundaries of the District. The Petition further requests that the County amend the Original Ordinance. as amendcd FTL:1353027:5 EDWIN M. FRY, J,., CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 2923661 09/07/2006 al11 :00 AM OR BOOK 2651 PAGE 34 - 47 Doc Type: ORDN RECORDING: $120.50 by the Amending Ordinance, to reflect the revised boundaries of the District and the changed name of the District. 3. The County has conducted a public hearing on the Petition in accordance with the requirements of Section 190.0046(1)(b) and has considered the record of the public hearing and the factors set forth in Section 190.oo5(1)(e) of the Act, among other factors, and hereby finds that: (a) All statements in the Petition have been found to be true and correct; (b) That the land to be excluded from, and included within, the boundaries of the District, when aggregated with the boundary changes effected by the Amending Ordinance, does not exceed 50% of the acres initially located within the boundaries of the District and does not exceed 500 acres; (c) The District is not inconsistent with any applicable elements or portion of the State of Florida's comprehensive plan or of the effective County comprehensive plan; (d) The area of land within the proposed revised boundaries of the District is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community; (e) The District is the best alternative available for delivering community development services and facilities to the area that will be served by the District; (t) The community development services and facilities of the District will not be incompatible with the capacity and uses of existing local and regional community development services and facilities; and (g) The area that will be served by the District following contraction and expansion of the District's boundaries is amenable to separate special district government. 4. The City has submitted to the County a resolution consenting to the approval of the Petition by the County. 5. The County now desires to grant the Petition by amending the Original Ordinance, as amended by the Amending Ordinance, and Section 1-6.5-81 of the Code of Ordinances of the County, as more fully set forth herein. NOW THEREFORE, BE IT ORDAINED by the Board of County Commissioners of St. Lucie County, Florida: PART A, GRANT OF PETITION; AMENDMENT TO ORIGINAL ORDINANCE, AS AMENDED, TO ESTABLISH NEW EXTERNAL BOUNDARIES OF THE DISTRICT AND CHANGE NAME OF DISTRICT. The County hereby grants the Petition. Part A of the Amending Ordinance is hereby amended to contract and FTL:1353027:5 2 contemporaneously expand the external boundaries of the District by deleting Exhibit A to the Amending Ordinance in its entirety and replacing it with Exhibit A attached hereto. Accordingly, Section 1-6.5-81 of the Code of Ordinances of the County establishing the boundaries of the District is hereby amended so that references therein to Exhibit "A" shall mean Exhibit A attached hereto. The portion of Part A of the Original Ordinance establishing the name of the District and accordingly, Section 1-6.5-80 of the Code of Ordinances, is hereby amended to delete the reference therein to "Westchester Community Development District No.3" and replace such reference with "Tradition Community Development District No.3." The Original Ordinance and the Amended Ordinance and accordingly all references in Sections 1-6.5-80 through 1-6.5-83 of the Code of Ordinances are hereby amended so that all other references therein to "Westchester Community Development District No.3" shall be deemed to be replaced by references to "Tradition Community Development District No.3." PART B. CONFLICTING PROVISIONS. Special acts of the Florida legislature applicable only to unincorporated areas of St. Lucie County, County ordinances and County resolutions, or parts thereof, in conflict with this ordinance are hereby superseded by this ordinance to the extent of such conflict. PART C. SEVERABILITY. If any portion of this ordinance is for any reason held or declared to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this ordinance. If this ordinance or any provision thereof shall be held to be inapplicable to any person, property, or circumstance, such holding shall not affect its applicability to any other person, property or circumstance. PART D. APPLICABILITY OF ORDINANCE. This ordinance shall be applicable throughout St. Lucie County's jurisdiction. PART E. FILING WITH THE DEPARTMENT OF STATE. The Clerk be and is hereby directed forthwith to send a certified copy of this ordinance to the Bureau of Administrative Code and Laws, Department of State, The Capital, Tallahassee, Florida, 32304. PART F. EFFECTIVE DATE. This ordinance shall take effect upon filing with the Department of State. After motion and second, the vote on this ordinance was as follows: Commissioner Doug Coward. Chairperson AYE Commissioner Chris Craft, Vice Chairperson AYE Commissioner Joseph E. Smith AYE Commissioner Frannie Hutchinson AYE Commissioner Paula A. Lewis AYE FTL;1353027;5 3 ATTEST: C erk ., ~ -11/ (!--ß APPR VED AS TO FORM AND CORRE TN S /z FTL:1353027:5 4 EXHIBIT A EXTERNAL BOUNDARIES OF THE DISTRICT FTL:1353027:5 A-I II ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Blvd, Suite 9, Pori St lucie. FL 34986 (772) 878-1700· fax: (772) 878-1802' Web: www.lnw-inc.com Wilt Palm Beach . Port Sl Lucie . Or1ando . Vera Beach EB M32 I LI 1874 DESCRIPTION TO ACCOMPANY SKETCH DESCRIPTION: REVISED 5-5-05 C.O.D. NO. :3 (TRADITION) A PARCEl Of LAND L rING IN SECTIONS 8, 9, 10, 16 AfIl) 17, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ST. LUCIE COLNTY, FLORIDA AN) ALSO BEING ALL OF TRADITION PLAT NO.2, RECORDED IN PlAT BOOK 42. PAGES 3, 3A THRU 30, TRADITION PlAT NO.3, RECORDED IN PLAT BOO!( 43, PAGES 4, 4A AND 48, TRADITION PlAT NO.4. RECORDED IN PlAT BOOK 43, PAGES 5 AI'O SA, TRADITION PLAT NO. 5, RECORDED IN PLAT BOOK 42. PAGES 4, 4A Tt-RU 41. TRADITION PlAT NO. B, RECORDED IN PlAT BOOK 44, PAGES 25 A/'l) 26, _ , TRADITION PI AT NO 11 RFr.t"!RDm IN PI AT Rf":u"1I( .4" F'Ar".J:"<::?? ^U"I ~~ TltADlnON.--EbA-~-ÞIO.---ß,.-REçOfID¡¡:) lþ' ¡;? AT 80GK-43.. PAGES 20 AN) lOA, TRADITION PLAT NO. 16. RECORDED IN PlAT BOOK 44, PAGES 12. 12A TI--RU 12J Af\[) TRADITION PLAT NO. 21, RECORDED IN PLAT BOOK 44. PAGES 21 TI"fIU 29 A~ PORTIONS OF TRADITION PlAT NO. 6. RECORDED IN PLAT BOOK 42. PAGES 5, 5A TI-RU SF, TRADITION PLAT NO.9. RECORDED IN PlAT BOOK 44, PAGES 2. 2A Af\[) 2B. TRADITION PlAT NO. 12. RECORDED IN PlAT BOOK 44, PAGES 3, 3A THTU 3D At-V TRADITION PlA T NO. 17, RECORDED IN PlAT BOOK 43, PAGES 22. 22A TI"fIU 22F. ALL RECORDED IN HE PUBLIC RECORDS OF SAID ST. LUCIE CQ\..t04TY, FLORIDA AN) BEING MORE PARTICLLARl Y DESCRIBED AS FOLLOWS: BEGIN AT TÆ NORTÆAST CORNER OF COM\1l.toIITY BOUlEVARD (TRACT R-3) AS SHOWN ON SAID TRADITION PLA T NO.6; THENCE SOUTH 00-14'0r- WEST AS A BASIS OF BEARINGS ALONG TI£ EAST RIGHT-Of-WAY LII'£ OF SAID COMMUNITY Bou....EVARD. A DISTANCE OF 833.93 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CLRVE CONCAVE TO TI-£ SOUTH AND HAVING A RADIUS Of 300.00 FEET (T-£ RADIUS POINT Of SAID CURVE BEARS SOUTH "'46'20~ WEST FROM THIS POINT); Tt£NC[ WESTERLY AJIl) SOUTHWESTERLY ALONG Tt-£: ARC OF SAID CURVE DEPARTIMj SAID EAST RIGHT-of-WAY Llt£, HRU A CENTRAL ANGLE OF 23-04'26~, AN ARC DISTANCE OF 120.81 FEET TO A POINT OF INTERSECTION WITH TI-£ WEST RIGHT-Of-WAY LII'E OF SAID CC».MJNITY BOLLEVARD, SAID POlNT AlSO BEING H£ WESTERLY LIt£: OF SAID TRADITION PlAT NO.6; TI-£NCE CONTIMIE SOUTHWESTERlY. SQUTHERL Y AtIJ SOUH£ASTERl Y ALONG TI-£ ARC OF SAID CLINE OOW CONCAVE TO Tt£: SOUH£AST AJ\O SAID WESTERlY LOC. TtflU A CENTRAL ANGLE OF 9B-13'05-, AN ARC DISTANCE OF 514.21 FEET TO A POINT Of NON RADIAL INTERSECTION WITH A L1fI.E (Ti£ RADIUS POINT Of SAID ClINE BEARS tœTH 10"28'48" EAST FROM THIS POINT), SAID POINT ALSO BEING TI'£ SOUTt£:AST CORI'£R OF SAID TRADITION PlAT NO. II; H£NCE SOUTH 89-51'05- WEST ALONG SAID NON RADIAL LINE AND SOUTH ll~ OF SAID TRADITION PlAT NO. 11. DEPARTING SAID WESTERLY LII'£, A DISTANCE OF 1328.92 FEET TO A POINT OF Cl,RVATlRE WITH A CURVE CONCAVE TO TI'£ NORTÆAST Ar-¥J HAVING A RADIUS Of 1650.00 FEET; THENCE NORTHWESTERlY ALONG TI-£ ARC OF SAID Cl.RVE AN) SAID SOUTH LINE. THRU A CENTRAL ANGLE OF W23'46", AN ARC OISTANCE OF 337.19 FEET TO THE SOUTHWEST CORNER OF SAID TRADITION PLAT NO. 11; TI-£t-K::E CONTIM..E ALONG TI-£ ARC OF SAID CUWE DEPARTING SAID SOUTH LIr-£. TrRU A CENTRAL ANGLE OF 00"22'19-. AN ARC DISTANCE Of 10.19 FEET TO A POINT OF REVERSE CURVATURE WITH A CLRVE CONCAVE TO TÆ SOUTHWEST AN:> HAVING A RADIUS Of 1500.00 FEET; THENCE NORTHWESTERlY AN) WESTERLY ALONG 11-£ ARC OF SAID CURVE. TI-RU A CENTRAL ANGLE OF 12-06'05-. AN ARC DISTANCE OF 316.82 FEET TO A POINT OF TANGENCY WITH A LINE; HENCE SOUTH B9"5r05~ WEST ALONG SAID LIf>.E. A DISTANCE OF 2094.54 FEET TO A POINT OF CL.INATURE WITH A CURVE CONCAVE TO TÆ r«>RTÆAST AN) HAVING A RADIUS OF 1530.00 FEET; THENCE WESTERLY At-(J SOUTHWESTERlY ALONG TI-£ ARC OF SAID CURVE. TI'RU A CENTRAL ANGLE OF 1rOO'06-. AN ARC DISTANCE OF 454.00 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A LI~ (Tt.£ RAOlUS POINT Of SAlO CLRVE BEARS SOUTH 17-03'01" EAST FROM THIS POINTJ; TI-£NCE NORTH 00-06'55" EAST ALONG SAID NON RADIAL LINE. A DISTANCE OF 196.81 FEET TO TI-£ SOUTHWEST CORf>.ER OF SAID TRADITION PLAT NO. 16; THENCE TRAVERSING THE BOlJN)ARY OF SAID TRADITION PlAT NO. 16 BY THE FOlLOWING ELEVEN (11) COURSES; 1. CONTIN..Æ: NORTH 00-06'55" EAST. A DISTANCE OF 2489.94 FEET; 2. NORTH 89"44'44~ EAST, A DISTANCE OF 51.84 FEET TO A POINT OF CURVATLRE WITH A CURVE CONCAVE TO THE SOUTHWEST AM) HAVING A RADIUS Of 1465.00 FEET; 3. SOUTMEASTERL Y ALONG TI-E ARC OF SAID CtRVE. Tt-RU A CENTRAL ANGLE OF 32"21'05", AN ARC DISTANCE OF 827.19 FEET TO A POINT OF TANGENCY WITH A LIt£; 4. SOUTH 51"54'W EAST ALONG SAID LIf>.E, A OISTANCE OF 361.38 FEET TO A POINT OF CUAVA TURE WITH A CURVE CONCAVE TO TI-£ NORTHEAST At-V HAVING A RADIUS OF 960.00 FEET; 5. SOUTI-£ASTERlY ALONG TI£ ARC OF SAID Cl.RVE. TI-flU A CENTRAL ANGLE Of 42"31'23~, AN ARC DISTA/'-K:E OF 712.48 FEET TO A POINT OF RADIAL INTERSECTION WITH A LINE; 6. NORTH 10"25'34~ WEST ALONG SAID RADIAL LINE, A DISTANCE Of 9.23 FEET; 1. NORTH 32·46'15~ EAST, A DISTANCE OF 33.95 FEET; NOTE: THIS IS NOT A SKETCH OF SURVEY. but ONY 0 9n:~hìc depicfion 01 fhe descripfion ShoWf1 hereon. There nos been no field work, viewing of fhe subject property or monuments set in cormectjon with the preparation of fheinfarmotionshownherean. SEE SHEETS 6 THRU 9 OF 9 FOR SKETCH JOB No. 8589 DRAWN: DDS p·':;(]O~~99\B5B9\QV[R\C:!)D\j589CDDJ-¡-Nnl.d_g Jn6/ZQ06 !2·2"'2~ PM ¡;o¡r ..ULl N ANJ A REVI Ol.I\OARY 3-16-06 JDM REVISE BO\.JN)ARY 5-04-05 008 REVISE 80LWARY 11-15-05 GR8 SHEET 1 OF 9 Ý¥\.-~ 0. - ::00-06 DATE OF SIGNATLfIE NOTE: Londs shown hereon were not abstracted for right-of-way and/or easements of record. CHECKEO, GRB DESIGN: ARCADIS DA TE: 8-17-04 FTL:1353027:5 A-2 II AHCADIS LNW Lawson, Noble & Webb, Inc. ENQINEERS PLANNER8 SURVEYORS 590 NW Peacock Blvd. Suite 9. Port St LuCie. FL 34986 (772) 878·1700- fa(: (772) 878-1802· Web: www.lnw-inc,com West Palm Beach . Port St. Lucie . Orlando . Vera Beach EI MU I LB 8074 DESCRIPTION TO ACCOMPANY SKETCH 8. NORTH 12'20'sr WEST, A DISTANCE OF 104.38 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 250.00 ÆET (THE RADIUS POINT OF SAID CURVE BEARS NORTH 24'00'38· WEST FROM THIS POINT); 9. NORTHEASTERLY ALONG 11-£ ARC OF SAID CLRVE, Tt-RU A CENTRAL ANGLE OF 40"26'09', AN ARC DISTANCE OF 176.44 FEET TO A POINT OF REVERSE CLRVATLÆ WITH A CURVE CONCAVE TO 11-£ SOUTf£AST AND HAVING A RADIUS OF 250.00 FEET; 10. NORTI-£ASTERLY ALONG 11-£ ARC OF SAID C~VE. THRU A CENTRAL ANGLE OF 59'03'56", AN ARC DISTANCE OF 257.72 FEET TO A POINT OF TANGEOCY WITH A LINE: 11~NO.R-.1!::L8~9."£AS.I..A1 ONe; SATn I TNF A nTC:T.d~ rw 1~Rq4 FF~T. Tt-ENCE NORTH 41-11'03~ WEST DEPARTING SAID BOl.N)ARY, A DISTAf'CE OF 242.60 FEET; THENCE NORTH 27"38'00Ø WEST, A DISTANCE OF 286.11 FEET;THENCE NORTH œ-59'53Ø WEST, A DISTANCE OF 220.16 FEET; HEf'CE NORTH 01-35'43- EAST, A DISTANCE OF 77.02 FEET; Tt-ENCE NORTH 06-49'06" WEST. A DISTANCE OF 152.13 FEET; TI-£NŒ NORTH 00-45'41· EAST. A DISTANCE OF 132.15 FEET; TI-ENCE NORTH 35-24'00" EAST, A DISTANCE OF 81.48 FEET; HENCE NORTH 11-44'31- EAST, A DISTANCE OF 34.33 FEET; HENCE SOUTH 80-53'39~ EAST, A DISTANCE OF 125.53 FEET; THENCE SOUTH 59"06'35Ø EAST, A DISTANCE OF 143.79 FEET TO A POINT OF NON RADIAl INTERSECTION WITH A Cl.RVE CONCAVE TO H£ SOUTHWEST AND HAVING A RADIUS OF 2862.48 FEET (1I'E RADIUS POINT OF SAID ClRVE BEARS SOUTH 54~D'11~ WEST FROM THIS POINT); THENCE SOUTI-£ASTERLY ALONG THE ARC OF SAID C!..RVE, TI-RU A CENTRAL ANGLE OF 02"41'56Ø, AN ARC DISTANCE OF 139.83 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CLRVE CONCAVE TO TI-£ SOUTHWEST AN) HAVING A RADIUS OF 978.88 FEET (11.£: RADIUS POINT OF SAID CURVE HAVING A RADIUS OF 2862.48 FEET BEARS SOUTH 51-08'13- WEST FROM THIS POINT AJ'.IJ THE RADIUS POINT Of SAID CtAWE HAVING A RADIUS OF 918.68 FEET BEARS SOUTH 59-36'24" WEST FROM THIS POINT); THENCE SOUTHEASTERLY ALONG THE ARC OF SAID C!..RVE HAVING A RADIUS OF 918.88 FEET. TIflU A CENTRAL ANGLE OF 10"15'47", AN ARC DISTANCE OF 175.34 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A LI~ <TI-£ RADIUS POINT OF SAID CLRVE BEARS SOUTH 69-52'11~ WEST FROM THIS POINT); nENCE SOUTH 2"40'18Ø EAST ALONG SAID NON RADIAL LINE. A DISTANCE OF 31.55 ÆET; HENCE SOUTH 25-56'47" EAST, A DISTANCE OF 44.50 FEET; TI-£NCE SOUTH 30"01'43Ø EAST, A DISTANCE OF 33.86 FEET; HENCE SOUTH 33"19'33Ø EAST, A DISTANCE OF 29.44 FEET; TI-ENŒ SOUTH 36-21'17" EAST, A DISTANCE OF 28.71 FEET; HENCE SOUTH 40"44'37· EAST, A DISTANCE OF 55.53 FEET; HENCE SOUTH 43-38'14~ EAST, A DISTANCE OF 222.89 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO TI-E EAST AN) HAVING A RADIUS OF 269.77 FEET (11£ RADIUS POINT OF SAID CliNE 8EARS NORTH 51-35'39~ EAST FROM THIS POINT); THEr-£E NQRTHWESTERL Y. NORTI-ERL Y A~ NQRTHEASTERL Y ALONG THE ARC OF SAID CLRVE, TI-RU A CENTRAL ANGLE OF 55-31'39", AN ARC DISTANCE OF 261.44 FEET TO A POINT OF COtNOLND Cl.RVATU*: WITH A CæVE CONCAVE TO THE SOUTI-EAST AM) HAVING A RADIUS OF 721.91 FEET; THENCE NORT!-£ASTERLY ALOf\/G TÆ ARC OF SAID Cl.RVE, TI-flU A CENTRAL ANGLE OF 15"09'16-, AN ARC DISTANCE OF 192.53 FEET TO A POINT OF REVERSE CLRVA TURE WITH A CæVE CONCAVE TO TI£ NORTHWEST AKJ HAVING A RADIUS OF 1245.00 FEET; HENCE NORTHEASTER!.. Y ALONG Tf-£ ARC OF SAID ClRVE, TI-flU A CENTRAL ANGLE OF 10~1'37", AN ARC DISTANCE OF 225.13 FEET TO A POINT OF REVERSE CURVATURE WITH A cæVE CONCAVE TO THE SOUTto£AST AND HAVING A RADIUS OF 1155.00 FEET; THENCE NORTI-EASTERlY ALONG Tf-£ ARC OF SAID QJRVE. T~U A CENTRAL ANGlE OF 36"15'33~, AN ARC DISTANCE OF 730.93 FEET TO A POINT OF TANGENCY WITH A LIt.£; Tt-ENCE NORTH 64-10'30· EAST ALONG SAID LIt.E, A DISTANCE OF 527,49 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A C~VE CONCAVE TO TI-£ SOUTHWEST AND HAVING A RADIUS OF 3050,00 FEET (THE RADIUS POINT OF SAID CURVE BEARS SOUTH 45-27'22~ WEST FROM THIS POINT>. SAID ClRVE AlSO BEING TI-E EASTERLY RIGHT-QF-WAY LIr-E. OF COMM!...N[TY 801A...EVARD (TRACT R-2 AS SHOWN ON SAID TRADITION PLAT NO. 12; THENCE TRAVERSING TI£ BOUNDARY OF SAID TRADITION PlAT NO. 12 BY TI-£ FOLLOWING TEN j IOJ CO!..RSES; 1. SOUn£ASTERl Y ALONG Tt£ ARC OF SAID CURVE, TI-RU A CENTRAL ANGlE OF oo-21'22~, AN ARC DISTANCE OF 2428 FEET TO A POINT OF TANGENCY WITH A LIf'£ 2. NORTH 45-00'00" WEST, A DISTANCE OF 534.68 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO 11-£ SOUTHEAST AM) HAVING A RADIUS OF 70.00 FEET; 3. NORTHWESTERLY, NORTI-ERL Y AND NORTHEASTERLY ALONG THE ARC OF SAID CLRVE, THRU A CENTRAL ANGLE OF 116-38'21", AN ARC DISTANCE OF 142.50 FEET TO A POINT OF COMPOlND cœVATlRE WITH A CU1VE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 410.00 FEET; 4. EASTERLY AND SOUTt-£ASTERlY ALONG TI-E ARC OF SAID CLRVE, THRU A CENTRAL ANGLE OF 35-24'20", AN ARC DISTANCE OF 253.36 FEET TO A POINT OF TANGENCY WI TH A LINE; 5. SOUTH 72"57'19" EAST ALONG SAID LINE, A DISTANCE OF 299.89 FEET TO A POINT OF CURVATURE WITH A CLRVE CONCAVE TO THE NORTH A/I() HAVI~ A RADIUS OF 420.00 FEET; 6. SCUTt-EASTER!.. Y, EASTERLY AI\[) NORTI-£ASTER!.. Y ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 30~2'14". AN ARC DISTANCE OF 222.63 FEET TO A POINT OF COWOl..N) CURVATURE WITH A CævE CONCAVE TO TI-£ NORTHWEST AlII) HAVING A RADIUS OF 2766.70 FEET; 7. NOOHEASTER!.. Y AL0M3 THE ARC OF SAID CURVE, n-RU A CENTRAL ANGLE OF 20~12'33·, AN ARC DISTANCE OF 975.86 FEET TO A POINT OF COMPOUr-D CURVATURE WITH A ClRVE CONCAVE TO HE NORTHWEST AM) HAVING A RADIUS OF 750.00 FEET; REVISE BOUNDARY 11-15-05 GR8 REVISE BOlN)ARY 3-16-06 JOM REVISE BOlJ/'I)ARY 5-04-05 OOB SEE SHEETS 6 TJ-flU 9 OF 9 FOR SKETCH JOB No, B589 10RAWN' OOB P.\5ij.'-S9~\USI9\[1V£R\tD~\Bsa9CDDJ-\_~£'" cto~ J/16/~006 12·~9·è~"" EST SHEET 2 OF 9 lOAm 8-17-04 I CHECKEQ, GRB 10ESIGN' ARCAOIS FTL:1353027:5 A-3 II ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNER8 SUAVEYORS 590 NW Peacock Blvd. Suite 9. Port 51. Luoe, FL 34986 (772) 878·1700. fa~: (772) 878-1802. Web: wv..w.lnw-inC.com Weat Palm Belch· Port St. Lucie . Or~ndo . Vero Beach D a4S2 I LI te1. DESCRIPTION TO ACCOMPANY SKETCH 8. NORTÆASTERl Y ALONG 11-£ AR4C OF SAID CURVE. THRU A CENTRAL ANGLE OF 26"32'zr, AN ARC DISTANCE OF 347.42 FEET TO A POINT OF TANGENCY WITH A LINE; 9. NORTH 29"55'2r EAST ALONG SAID LINE. A DISTANCE OF 116.18 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO 11-£ SOUT/£AST AN) HAVING A RADIUS Of 4.00 FEET; 10. NORTI£ASTERl Y, EASTERLY AND SOUH£ASTERl Y ALONG THE ARC OF SAID CLRVE, HflU A CENTRAL ANGLE OF BB"28'3r, AN ARC DISTANCE OF 6.18 FEET TO A POINT OF REVERSE CURVATURE WITH A CLRVE CONCAVE TO 11-£ NORTHEAST A~ HAVING A RADIUS Of 1200.00 FEET, SAID CURVE ALSO BEING Tt-£ SOUTf-£RLY RIGHT-OF-WAY UN:: OF VILLAGE PARKWAY (TRACT R-) AS SHOWN ON TRADJT10N.fk~T .NO. 10, RECORDED IN PlAT BQ9I<.~~._PAGE:~_I~,__1~iHRU ~ußJ..l~a~E.CORDS OF SAID ST IlK:IF COUNTY, FLORIDA; n£NCE TRAVERSING THE SOUH£RL Y AMJ WESTERLY RIGHT-QF-WAY Uf<.E BY THE FOlLOWING THIRTEEN (13) COURSES; 1. SQUTHEASTERL Y ALONG THE ARC QF SAID CURVE, THRU A CENTRAL ANGLE OF 10"47'56", AN ARC DISTANCE OF 226.17 FEET TO A POINT OF TANGENCY WITH A LI/I£; 2. SOUTH 72'"23'51" EAST ALONG SAID LI/I£, A DISTANCE OF 736.53 FEET TO A POINT OF CLfNATlÆE WITH A CURVE CONCAVE TO n-E SOUTHWEST AM) HAVING A RADIUS OF 602,61 FEET; 3. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGlE OF 67"'45'48", AN ARC DISTANCE OF 712.70 FEET TO A POINT OF TANGENCY WITH A LINE; 4, SOUTH 04"38'03" EAST ALONG SAID LIÞ£, A DISTANCE Of 346.26 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO Tt-E NORTI'£AST AND HAVING A RADIUS OF 1050.00 FEET; 5. SOUTHEASTERLY ALONG THE ARC QF SAID ClRVE, THRU A CENTRAL ANGLE OF 13"30'09·, AN ARC DISTANCE OF 247.44 FEET TO A POINT OF TANGENCY WITH A LINE; 6. SOUTH 18"08'12" EAST ALONG SAID LU£:, A DISTANCE OF 621.33 FEET TO A POINT OF CLRVATLRE WITH A CURVE CONCAVE TO TrE WEST Af'.() HAVING A RADIUS OF 58,00 FEET: 7. SOUTHEASTERLY, SOUHo£Rl YAM) SOUTHWESTERLY ALONG H£ ARC OF SAID CLRVE, THRU A CENTRAl ANGLE OF 4'3"08'12", AN ARC DISTANCE OF 4'3.74 FEET TO A POINT OF REVERSE CLRVATURE WITH A ClJNE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 130.00 FEET: 8. SOUTHWESTERLY, SOUTt-ERlY AM) SOUTHEASTERLY ALONG TI-£ ARC OF SAID CLRVE, THRU A CENTRAl ANGLE OF 95"54'38", AN ARC DISTANCE OF 217.61 FEET TO A POINT OF REVERSE CUWATLRE WITH A CURVE CONCAVE TO TI£ SOUTHWEST AND HAVING A RADIUS OF 58.00 FEET: '3. SOUTHEASTERlY ALONG THE ARC OF SAID CURVE, TI'RU A CENTRAL ANGlE Œ' 53"54'58", AN ARC DISTANCE OF 54.58 FEET TO A POINT Of COt.f"OLW CLRVATURE WITH A CUWE CONCAVE TO THE WEST AND HAVING A RADIUS OF 800.00 FEET: 10. SOUTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE Of 10"58'48", AN ARC DISTANCE OF 153.31 FEET TO A POINT OF TANGENCY WITH A UN::: 11. SOUTH 00"00·52· EAST ALONG SAID LINE. A DISTANCE OF 608.90 FEET TO A POINT Of CURVAT~E WITH A CURVE CONCAVE TO THE NORTÆAST AND HAVING A RADIUS Of 2050.00 FEET; 12. SOUTI£ASTERLY ALONG TÆ ARC Of SAID C~VE. TI-RU A CENTRAL ANGLE Of 13"01'56·, AN ARC DISTANCE OF 46628 FEET TO A POINT Of TANGENCY WITH A UNE: 13. SOUTH 13"02'47"' EAST ALONG SAID LINE, A DISTANCE OF 213,79 FEET TO T!-£ SOUTHWEST CORN::R Of SAID VILLAGE PARKWAY (TRACT R-l) AS SHOWN ON SAID TRADITION PlAT NO. 10, SAID POINT ALSO BEING Tt£ NORTHWEST CORf'£R Of VILLAGE PARKWAY (TRACT R-) AS SHOWN ON SAID TRADITION PLA T NO.6: THEOCE CONTIMJE SOUTH 13"02'41" EAST DEPARTING SAID WESTERLY RIGHT-oF-WAY LIr£ OF TRADITION PLAT NO. 10. AlONG TI£ WESTERlY RIGHT-oF-WAY OF SAID VILLAGE PARKWAY (TRACT R-1) OF TRADITION PlAT NO.6, A DISTANCE Of 64.77 FEET TO A POINT OF CUSP WITH A CLRVE CONCAVE TO TI-E SOUTHWEST MD HAVING A RADIUS OF 4.00 FEET, SAID Q)RVE ALSO BEING THE SOUTHERLY RIGHT-oF-WAY LINE OF STEPHANIE WAY (TRACT PR-1) AS SHOWN ON SAID TRADITION PLAT NO. 17; HENCE TRAVERSING SAID SOUTt-ERl Y RIGHT-oF-WAY LINE BY HE FOLLOWING T!-REE (3) COURSES; 1. NORTHWESTERLY ALONG TI£ ARC OF SAID CURVE, TI-RU A CENTRAL ANGLE OF 76"57'13·, AN ARC DISTANCE OF 5.37 FEET TO A POINT OF TANGENCY WITH A LINE: 2. NORTH 9O"O()'OO· WEST ALONG SAID UN::, A DISTANCE OF 124'3,56 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO 11£ SOUTt£AST AND HAVING A RADIUS OF 4.00 FEET; 3. SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 90"00'00·, AN ARC DISTANCE OF 6.28 FEET TO A POINT OF INTERSECTION WITH THE WEST LIt£: OF PARCEL ·1· AS SHOWN ON SAID TRADITION PlAT NO. 17; REVISE BOLN)ARY 3-16-06 ...DM REVISE BOlN)ARY 11-15-05 GRB REVISE BOlWARY 5-04-05 008 SEE SHEETS 6 THRU 9 OF 9 FOR SKETCH JOB No. B589 I ORA WN, OOB I CHECKm GRB I OESIGN, ARCAOIS SHEET 3 OF 9 10ATE' 8-17-04 P"5DD-599'a5~'(VH'CDD'a5B9CDP3-1-"E'J'''''g 3;¡~/¡>DD~ J2.~9"'5 p" ,EST FTL:1353027:5 A-4 '" ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEER8 PLANNERS SURVEYORS 590 NW Peacock Blvd. Suite 9, Pori SI Lucie. FL 34986 (772) 878-1700. fax: (772)818-180Zo Web: WWIN.lnw-inccom We.t Palm Beech . Port St. LucIø . Orlando . Vero Beech EB 8432 I L8 .,.. DESCRIPTION TO ACCOMPANY SKETCH TI-£NCE TRAVERSING SAID WEST LIr-.E BY THE FOlLOWING TWO (2J COURSES; 1. SOUTH OO'OO'OOø WEST ALONG SAID LINE. A DISTANCE OF 231.96 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO H£ NORTEAST At{) HAVING A RADIUS OF 4.00 FEET; 2. SOUThEASTERLY ALONG THE ARC OF SAID CLRVE, THRU A CENTRAL ANGLE OF 90"00'00", AN ARC DISTANCE OF 6.28 FEET TO A POINT OF CUSP WITH A LINE, SAID LINE ALSO BEING THE NORTHERLY RIGHT-Of-WAY UNE OF MEETING STREET (TRACT PR-1) AS _SI:/ílWbI.,QN. "AIO Tl?lJnTTlîlNPLAT NQ...JJ·~____ _.'__________ ____ THENCE TRAVERSING SAID NORTHERlY RIGHT -OF -WAY LINE BY 11-£ FOLLOWIM3 TWO (2) COURSES; 1. SOUTH 89"59'59" WEST ALONG SAID LINE, A DISTANCE OF 349.02 FEET TO A POINT OF CURVATURE WITH A cæVE CONCAVE TO THE SOUTHEAST AN) HAVING A RADIUS OF 275.00 FEET; 2. SOUTHWESTERlY ALONG TI£ ARC OF SAID CURVE, TI-RU A CENTRAL ANGLE OF 1S·02'57", AN ARC DISTANCE OF 86.63 FEET TO A POINT OF RADIAL INTERSECTION WITH A LINE; TI-£NCE SOUTH 18W02'57" EAST ALONG SAID RADIAL UNE, DEPARTING SAID NORTI-£Rl Y RIGHT-OF-WAY UNE, A DISTANCE OF 60.00 FEET TO Tit NORTÆAST CORt£R Of PARCEl "A" AS SHOWN ON SAID TRADITION PLAT NO. 17; THENCE TRAVERSING THE BOUNDARY OF SAID PARCEL "A" BY TI-£ FOLLOWING THIRTEEN (13) C~SES; 1. CONTINI.E SOUTH 18·02'57" EAST, A DISTANCE OF 20.00 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE CONCAVE TO TI-£ SOUTI-£AST AND HAVING A RADIUS OF 195.00 FEET; 2. SOUTHWESTERlY ALONG THE ARC OF SAID a..RVE, Tt-RU A CENTRAL ANGLE OF 13w17'30", AN ARC DISTANCE OF 45.24 FEET TO A POINT Of CDMPOI..N) CURVATURE WITH A CURVE CONCAVE TO TI-£ SOUTHEAST ÞNJ HAVING A RADIUS OF 20.00 FEET; 3. SQUTHWESTERl Y AN) SOUTI-£RL Y ALONG TI-£ ARC OF SAID CURVE. TI-RU A CENTRAL ANGLE OF 51·37'48", AN ARC DISTANCE OF 18.02 FEET TO A POINT OF COMPOlN) CURVATURE WITH A CURVE CONCAVE TO THE NORTI-£AST AM) HAVING A RADIUS OF 183.77 FEET; 4. SOUTI-ERLY AND SOliTI'£ASTERLY ALONG THE ARC OF SAID CURVE, Tt-RU A CENTRAL ANGlE OF 49·43'45", AN ARC DISTANCE OF 159.50 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO TI-£ SOUTHWEST Af\D HAVING A RADIUS OF 215.00 FEET; 5. SOOTl-EASTERl Y, SOUTI-£RLY AI'{) SOUTHWESTERLY ALONG 11-£ ARC OF SAID QJRVE, Tt-RU A CENTRAL ANGLE OF 62"11'57", AN ARC DISTANCE OF 233.40 FEET TO A POINT OF TANGENCY WITH A LINE; 6. SOUTH 19~9'51" WEST ALONG SAJD LU£, A DISTANCE OF 130.44 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS Of 220.00 FEET; 1. SOUTHWESTERlY, WESTERlY A/IC) NQRTHWESTERl Y ALOf\(; TI-£ ARC OF SAJD CURVE, THRU A CENTRAL ANGLE OF 92·09'00", AN ARC DISTANCE OF 353.83 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO TI-£ SOUTHWEST AI\O HAVING A RADIUS OF 479.85 FEET; B. NORTHWESTERlY ALONG TI-£ ARC OF SAID CURVE, TI-RU A CENTRAL ANGLE OF 20"45'17", AN ARC DISTANCE OF 173.82 FEET TO A POINT Of REVERSE CLRVATURE WITH A CLINE CONCAVE TO THE NORTI-£AST ANJ HAVING A RADIUS OF 210.00 FEET; 9. NORTHWESTERlY, NORn£Rl Y Af\D NORTHEASTERlY ALONG TI-£ ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 101·15'23", AN ARC DISTANCE OF 311.12 FEET TO A POINT OF TANGENCY WITH A LINE; 10. NORTH 12·09'03~ EAST ALONG SAID LI~, A DISTANCE OF 75.28 FEET TO A POINT OF CURVATLRE WITH A CURVE CONCAVE TO TI-£ WEST Af\D HAVING A RADIUS OF lBO.OO FEET; 11. NORTÆASTERlY, NORTHERlY AN:) NORTHWESTERlY ALONG TI-£ ARC OF SAID CLINE, TIflU A CENTRAL ANGLE OF 33"47'55", AN ARC DISTANCE Œ" 106.18 FEET TO A POINT OF REVERSE ClRATURE WITH A CURVE CONCAVE TO THE NORTHEAST AN:) HAVING A RADIUS OF 220.00 FEET; 12. NORTHWESTERlY AL0M3 THE ARC OF SAID ct..RVE, THRU A CENTRAL ANGLE OF 20"11'09", AN ARC DISTANCE OF 17.51 FEET TO A POINT OF TANGENCY WITH A LI~; 13. NORTH 01·27'44" WEST ALONG SAID LIt£:, A DISTANCE OF 28.90 FEET TO 11-€ NCJRTHWEST CORNER OF SAID PARCEL ~A~, SAID POINT ALSO LYING ON TI-£ SOUTt-£RlY RIGHT-oF-WAY UN:: Œ" SAID tÆETING STREET; THENCE TRAVERSING SAID SOUTHERLY RIGHT-QF-WAY LINE BY TI-£ FOlLOWING TWO (2) COLRSES; I. NORTH 90"00'00" WEST DEPARTING SAID 80LN\0ARY, A DISTANCE OF 150.64 FEET; 2. SOUTH 45w07'04~ WEST, A DlSTANCE OF 35.44 FEET TO A POINT OF INTERSECTION WITH TI-£ EAST RIGHT -OF -WAY LI/'£ OF CûMMl.A'IITY BOlA...EVARD <TRACT R-2J AS SHOWN ON SAID TRADITION PlAT NO. 11; SEE SHEETS 6 THRU 9 OF 9 FOR SKETCH JOB No. BS89 I ORA WN, 006 REVISE BOUNDARY 3-16-06 JDM REVISE BOl..NJARY 11-15-05 GRB REVISE BOLWARY 5-04-05 DDS p '5DO-599'S5S9'[]VER\CDJ'S589CDDJ_!_NEV,~.Q J/!6nD06 1229.25 PM EST SHEET 4 OF 9 I CHECKEQo GR8 ¡DESIGN, A"CAOIS lOA TE' S-17-04 FTL:1353027:5 A-5 tâ ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Blvd. Suite 9. Port 51. lude, Fl34986 (772) 878-1700· fax: (772}B78-1802' Web: wwwlnw-inc.com West Palm Beach . Port SL Lucie . Orlando . Vera Seach ED I4S2 I LI .,4 DESCRIPTION TO ACCOMPANY SKETCH THENCE SOUTH OO·14'07Ø WEST DEPARTING SAID SOUTHERLY RIGHT-of-WAY LlJ\IE, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A 015T ANCE OF 19.80 FEET TO THE POINT OF BEGINNING. CONTAINING 569.202 ACRES, MORE OR LESS. -----.--- --. ~-_.- SEE SHEETS 6 THRU 9 OF 9 FOR SKETCH JOB No, 8589 I ORAWN, 008 REVISE ßOlJ\IDARY 3-16-06 JDM REVISE BOUNDARY 11-15-05 GRB REVISE BOI.JN)ARY 5-04-05 DDB P~5(O-S9'J\B5B'J\DV(~\C¡¡¡¡\B5S9CnD~-1-0IE"'''.g 3/!"~006 1229;25 P"'I (Sf SHEET 5 OF 9 I CHECKEO, GR8 10ESIGN' ARCADIS 10AT(, 8-17-04 FTL:1353027:5 A-6 (à ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNER' SURVEYORS 590 NW Peacock BlVd, Suite 9. Port 51 Lucie, FL 34986 (772) 878-1700. fax: (772) 878-1802· Web: www,lnw-inc.com WISt Pllm Beach . Port St Lucie . Ortando . Vero Beach EB 1412 I LB ee74 ~ R ~ RADIUS ð .. DELTA L = LENGTH N.R .. NON RADIAL O.$.T.= OPEN SPACE TRACT P.B. '" PLAT BOOK PGS. - PAGES P.D.B." POINT Of BEGltlNING RAD. .. RADIAL COO .. C~ITY DEVELOPMENT DISTRICT SKETCH TO ACCOMPANY DESCRIPTION R-æ.oo' 6-49'08'12" L-49.74 N18"08'12"I\ 627.33' -----<TOTAl> 11-130.00' A-9!5'54'38 L-217.61' SCALE: 1" '" 500' 00' ...'" 1&1.&4' 35.44' "...,. I CDD-3 e-::¡¡ 569.202 ACRES. I +;rW' en LN'LATTED ~I~ I It±j" fi-4l., ;z P.OB. PLAT NO. 30 , L!=_ -+6-9O"OO"1V ~e frCIRTt£ASTCQRt£R I TRADITICWPLATIÐ.2 L-6.28' 0R OFTRAOITIONPLATt«:).6 P.8.42.PGS.3,3A-:m : .. P.....PGS....... I \ .~ ~~ 1 I ~ " CTlONLJt£ SEcTION 10 SECTION 15 ¡¡¡ ~ ~ ~ 5E~~¡~41::; I.H'I.ATTEO REVISE ßOtN)ARY 3-16-06 ..oM REVISE BOl.N)ARY 11-15-05 GRB REVISE ßOLN)ARY 5-04-05 DOB 3f!6120D6 12,29,25,," EST SHEET 6 OF 9 SEE SHEETS 1 THRU 5 OF 9 FOR DESCRIPTION JOB No. B5B9 DRAWN, OOB DESIGN, ARCADIS DATE: 8 17-04 FTU353027:5 A-7 tâ ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEER' PLANNERS SURVEYORS 590 NW Peacock Blvd, Suite 9, POft St. Lucie. FL 34986 (772) 878-1700- fax; (712) 878-1802. Web: www,lnw-inc_com WHt Pm Beach . Port 8t lucio . Orfando . VlrO Beach EB 8482 I L8 187. ~ R .. RADIUS P.O.B. .. POINT Of BEGrtoHIN> 6. -Œl..TA P.o.c. ..POJNTOFCOMIo£NŒJ,£NT L -LDoGTH RAP. -RADIAL NA -N:JNRAOlAL coo -COMI.t.MTY P.B. . PLAT 800K OE'v'ElOPtlENT PGS. -PAC£S DISTFltCT ""'" JRECTI<»I SZr'lO'l8"[ . SKETCH TO ACCOMPANY DESCRIPTION N35'24'OO"E 87.48" NOO"45'41'E 132.15' NO&' 152.13' , ".. ...., JJ.86' ..... 2B.7r .,. ,...'" ~ ~ o ~ '""'" TRADITION Pl...ATtÐ.JQ ~CJ., 1.1AJc: t-¡~. 1$-o¡¡.-.sr I- L.~f&o ""'-'''EO ~ R-2e.I.T1' !: ~1'39"' (f L-261.44' I W __1/4 SECTiON LII'£ SECTION 9 I a; ....J J: t) I- lH'LATTED <:( ::!E I I SCALE: 1M '" 500' I ! ~ ~ ~ TRADiTiON Pl...ATNO.16 P.8.11.PGS.IZ.1ZA-I~ CDO-3 I 569.202 ACRES +/- s.w. CORr£R OF TAAOITION PlAT NO. 16 S89'51'œ"W 2541.72" -SECTIONS FUTUIE TRADITION PLATtÐ.23 SECTION 17 CHON 16 s.w. CORt£R OF REVISE BDlNJARY 3-16-<>6 JOM SECT! CTiON 16 TRADITION PlAT NO. 11 R-165C),.()C)' REVISE BOl.N)ÄRY 11-15-05 GRB TRADITlOOPlATNO 19-------. __ 6-00"22'19'" REVISE BOl.N)ARY 5-5-05 DDS I.N'lATTED P.B. 4T, PGS. 32-64 - ~ L-10.79' lH'LATT£D SEE SHEETS 1 THRU 5 OF 9 FOR DESCRIPTION ¡>\500-~99\B~B9~CV£~\tJD\IIS89CnJ-e N!:'''d~ 11/1~/æœ 1~~B;:¡a PM EST JOB No. B589 ORA WN, D08 CÆCKEQ, GRB OESIG< ARCAOIS S89'51'C5"W 1328.92' Sf££T 7 OF 9 OAm OB-17-04 FTL:1353027:5 A-8 Iä ARCADIS LNW Lawson, Noble & Webb, Inc. ENQINEERS PLANNERS SURVEYORS 590 NW Peacock Blvd. Suile 9. Port 51. Lucie. FL 34986 (772) 878·1700. fax: (772) 878·1802 . Web: wwwJnw-inc.com WO'I PoIm _ch . Port 51. lucio . ~ . Vero Booch E8 1432 I LI 1874 SKETCH TO ACCOMPANY DESCRIPTION I, TRAOITICN PlAT NO. 18 PA 44, PGS. 3044 1/4 SECTION LI/IE SECTION" ""'-"TED ~5 - - ~~ ~~ ~~ runÆ TRADITION PlAT NO. 29 I!:!!!", ....JtJ J:,!, U~ I-w <IX ::;: IN'LATTED SCALE: 1~ = 500' , SECTION" se:CTl0N9 SECTlDNLJIIf.: TRADIT10H PLATN).12 P.8.44, PGS. 3.34-30 """'" TRADITION PlAT/'Ð.15 IN'LATTEP LO,"Š WEST.!r~ AVE TRADITION PlAT t.n 7 P.8.44,PGS.1-7A ~ R aRAOJUS ð .DELTA l _LENGTH N.R. -NCfIRAD1AL P.8. ... PLAT BOOK PGS. . PAGES SEE SHEETS 1 THRU 5 OF 9 FOR OESCRIPTION JOB No. 8589 ORAWN, OOB M4fc¡ $tE ..~ '-1ft"" CTOTAU -~E:r ;wc 11-727.91' W W 1~16" Z L-192..53" ~f"- _(0 ...J~I...Jt.J G~IG~ I-W/I-W <!:! <w ::;: ::;:~ """" TRADITION PlAT NO. 30 TRADITION PlAT NO. B P.8.44.PGS.~l6 lff'LATTED MATCH LINE SEE Sl£ET 6 I¡.. TAADITJOO PLAT N>." P.8.43,PGS.5A&:!SB \11\ ""'-"TED P.O.a.-POINTŒBEGJN<I1NG P.o.c.-POINTŒ~ RAn. . RADIAL. REVISE BOtJ\{)ARY 3-16-06 ..oM coo '"COIM.NfTYOEVELOAÆNTDISTRJCT REVlSEBOlIDARY 11-15-05 GRB REVISE BOlWARY 5-5-05 DDB nm/2!)œ5 !Eo5fl.32 Po! ESI St-EET 8 OF 9 P,\5OD-~99\J~8'1'.:IVER\CDD\J~89CDD3-J-I£"_~.g CÆCKEO, GRB DESIGN, ARCAOIS OATE, 7-18-04 FTL:1353027:5 A-9 '" ARCADIS LNW Lawson, Noble & Webb, Inc. ENGINEER' PLANNERS SURVEYORS 590 NW Peacock Blvd. Suite 9. Port 51. lucie. FL 34986 (772) 878-1700· fax: (772) 878-1802 ·Web: www.lnw.inc.com WOIt Palm Beach . Po,t St. Lucie . Orlando . Vero Beach E8 I4U I L8 "74 ,,,,,,,,,SKETCH TO AC OMPANY DESCRIPTION PLATM;>.18 PB. 44, PGS. JO-44 '", ).".. / '-'. // WEST PAlO< AVE ~T"""7 W i!õ", ,ß'..JL u~ t-", <1:'" ::;:~ I . i;-c=, , PA ,~ PGS 10. ,op"", 7 SECTlOlll.H $8;T1ON3 SF;CTIOI<II(I . SCALE: 1" =' 500' tH>l..ATTED ".. TRADITION P\...A, T M). to PA 43 PGS. 19. 19A-I9C il \\ 1'\ !'¡ R-10!i0J10' A-13"3O"09" L-241.44' ....L"'''' TRAPIT ION Pt.ATNO.8 P.8.44,PGS.25--26 . ~ u ~ ....L""" , " ~rt"y --, s,::CTlONLI1£ R-1~ ""95""'38" L-211.61' ~m'DI ., I I I r;::~1f«:';" \n~ --- MATCH LINE SEE SHEET 6 lE"GFI\O: R -RAOJOS A -DElTA L .. LENGTH N.R. .. NOH RADIAL PA -PlAT BOOK PGS._PAGES P.o.8. .. POINT OF BEGlNOlN> P.OL .. POINT OF COIoIoIEN:EMENT RAO. -RADIAL COO .. c:a.M.MTY œ:vEl0Plr0ENT DISTRICT REVISE BOlWARY 3-16-06 ,J)M REVISE BOlNJARY 11-15-05 GR6 REVISE 8QlN)ARY 5-5-05 DDS p,'SOO-~9'>\B589\OV£R\CDn\i5B9C1ID3-4..,o,¡:1I,c;..g 31!6/~ ¡>~I.rx;.... EST Sl-EET 9 OF, 9 CHECKED' GRB OESIGN, ARCAOIS DATE. 7-1B-04 SEE SHEETS 1 THRU 5 OF 9 FOR OESCRIPTION JOB No. B5B9 ORA WN. OOB FTL:1353027:5 A-lO