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HomeMy WebLinkAbout210 Drwg '" I--* Driveway/ "'-, at. nd " ' - '. ~/~( - 5' Sidewalk ' ', 3~ 32 33 34 35 36 37 38 39 , x , . ' ,, ~ O~n .. ~ ~ ~' . , -. -.,. . ., _ ...... W,q/ow Pine y ..~..,. .,/~"' ..... ... .... -,.~..~...~---,.., . .................. ........... ~:: ............................. '--.. 27 .... ' - ' , ~ " ~ ..... ~" ' Sight '' ',, 20 " , / o~ 4' / I 26 ' ' 41 , ~ .... walk '" / , h . ' Pa , '. . ~, .; . , . .,. '~. / ...... ../- . ..' / / ,, , ....... . / ~ i./~ / // , ? '; f " ' 43 ' // ~, . / ' ' Site Data , , ~, '-. '/ / '~ Total Area Parcel 6 1155 ac t . ; ?/?' ~,, / S~ce / / ' ) / . Total ~~¢bus Area 4.49 ac 16 --.... ............. ~ ~ _ _ ,' / // Dwefi~;~ Units 2,47 ac '. '"' ' " ¢ Pa~m~t (R~4 Dr~e~ R~' ~) 202 ac 15 " 22 / /? 4$ ' ...' .' :~ ~::." / Totat Pe~ious Area ZO6 ac .......... I , : ~. ~ .... ~.._.,,~.. ~ I i'~ / " -- .~ ~ - ""-.. .... ; 21 / / //" /I/I. / O. n SpageJCommon~ea '36a. '" ' " W~t/andsl~~.. 270 ac, 14 , '- x ,, j t , ~ral Notes' ' ' --. ..... ' 47 / / - % '- / / / Z ~ ~~e of ~/s ~¢~tion is a Major Ad/umu~n¢ to Pamet 8 of PUD ! of ~he Resewe. ,~pmval of 13 ~' ~ ...... -- '- / ¢* PUD ! was ted ~ty 20, I99~ Resol~n No. 99-I43,;~& ~5. 7'h~ / pSr~[ WaS ~.3 80, 68' " % / / 1/ ~ a~ a dens~ of i0.50 du/ac. 'F~ pr~os~ ~r~t size is ~55 ac wRh 47 un~s a~ a densi~' of 4.06 12 11 10 9 ~ / / , // " ......% '-~- / ~ ~ / / 2 AJl exisfi~ ~Jbfic or ¢/va~e r~dways ~h~ 150' of ~ ~-q~ts access ~ints are .s~w~ on plan, ".7~ -. , / 3. IndM~t parcel deve~ment shaft confo~n to pro'visions in t~ ap~ov~ Master P/an of PUD 7 ~.... -'-- --_ '/ / 4 ti~ ~It ~n~bn~ to Loe~t a~ State R~ations r~rOTng ~ater cons~atio~ Retaini~ Waft . -' ~ ~ / . ' " ¢ 5. ,Afl ~ifities ~/t ~ plac~ undergr~, . . ........--~ .~ ............. ', 6 ...... I /' " / ~ ~ s~ and up/~d ¢ese¢vafi~ ~re~n~s ~//~ aco~n~ed ~or/n goff course ~ ~ / ........ ' ....... / ~ 20' S/gh¢ ¢esi¢~fiai areas o¢¢h/s PUD. ~ ' / Z S~te c, is ~~s~ to ~m~n~ March 2~3, w/th the ' ~' ~n,~rastA~re com/Neted by ¢~ E~ of 2~3. / / / 8. sra~ a~ ,~]a~ presewati~ prov]¢~ r~ire~nts ~fi ~ acc~nt~ for in ~ff c~rse ann , , ~ 9. Pried ~tt ~ ~o a~ ~hr~ ~,'~m dwefling units 12' M~nt~ t ....~..~....~ .. ,.~fr~'- ./; ; ~ '" '...;.'"'- ",.;.."' ..... .~:." "'.]."' ;,.%.. ,. -'")~,_ 32;'x'' Z" ht ting and vr~s~ unity a~ drai~ge ~sements ' ' '-.. ",,,-'~ / / Column ID .$ig~ ~¢.~ ~~~¢irtr~ ~ret Oak ', ..... ,i '""'""' $~ceO~n / / I2 $~ arch~ra~ con.pis Eot inf~¢mation on ~ical units i ,.' .,." ,/¢ 13. UriNes ~il ~ ~ov¢d~ by Rese~e ~~ni~. Develo~nt Distdc~ / ~. Pa~i~ r~ab~ents o~ ~o p&~i~~ s~s p¢ unit are ~ord~ in the gara¢ s~ces and Palm. ' " ..... . . '. .."' / r~: '"- , / ' SITE P~N APPROVED '--~..~.. : 15. ~ ~iJdir~ Set~cks ~e as foflows: , ,'' , .... / / DATE_ 2~ Fret n Fan Palm ..... . '"", / I / 1Z Mi~ Building m tic~ .... .,.,; : ~* . .. 8' Rear (to Parcel B~a~ Dhe) / L~at~ PentasWax k,k / ~/ ~8¢o ~All ~r~uke~nts of Section 80203 and $~tion 8~105.C. ~th ¢~ards to wet,and and tree prot~t/on are '--'"'- i , fajor nt Plan : m_~ Ld Q_ OJ / hJ / { A PARCEl.. OF LAND LYING IN SECTION 2_2, TO. SOUTH, RANGE 59 EAST, ST, LUCIE COUNTY', FLORIDA SEP'f EMEI,ER 2002 SHEET ! OF 3 A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 56 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBE.[) AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE PINES AT THE RESERVE, AS RECORDED iN PLAT BOOK 34., PAGES !2, 12A THRU 12C, PUBLIC RECORDS OF SAID ST. LUCiE COUNTY, FLORIDA; THENCE SOUIFH 00°56'54" WEST ALONG THE WEST' LINE OF SAiD PLAT OF THE PINES AT THE RESERVE, A DISTANCE OF 50.12 FEET 'TO A POINT OF INTERSECTION WITH THE NORTHERLY RIGHT--OF-WAY LiNE OF LEGENDS DRIVE, AS RECORDED IN OFFICIAL RECORDS BOOK 48% PAGE 2368, PUBLIC RECORDS OF SAID ST. LUCIE COtJNTY; T'HENCE TRAVERSING 'THE NORTHERLY RIGHT-OF-WAY LiNE OF' SAID L. EGENDS DRIVE BY ']-HE FOLLOWING FOUR (4) COURSES: 1. NORTH 89°23'56" WEST, A DISTANCE OF' 467.35 FEET TO A POINT OF CURVATURE WITH A CLIRVE CONCAVE TO THE SOUTHEAST AND HAVD,IG A RADIUS OF 601.7I FEET; 2. SOUTIdWESTERLY, ALONG THE ARC OF SAiD CURVE, THRU A CENTRAL ANGLE OF 2 ~02'35", AN ARC DISTANCE OF 220~99 FEET TO THE POINT OF BEGINNING; 3. CONTINUE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE fHROUGH A CENTRAL. ANGLE OF 50~29'16'', AN ARC DISTANCE OF 530.21 FEET TO A PO;NT OF TANGENCY WN'H A LINE; 4. SOUTH 19%)4'15" WEST, ALONG SAID LINE, A DISTANCE OF' 563.19 FEET' TO A POINT OF iNTERSECTION W~TH THE NORTIdERLY LiNE OF OOLF COURSE TRACT SC-5, AS RECORDED IN OFFiCiAL RECORD BOOK 995, PAGE 3S7, PULIC RECORDS OF ST. LUC[E COUNTY; THENCE TRAVERSING 'THE NORTHERLY LINE OF SAID GOLF COURSE TRACT GE-5 BY THE FOLLOWING SiX (6) COURSES: t. NORTH 60°I2'15" WEST, A DISTANCE OF 512.78 FEET; 2. NORTH 28°30'40'' WEST, A DISTANCE OF 92~18 FEET; 3. NORTH 45°24'02'' WEST, A DISTANCE OF 101.12 FEET; 4~ NORTH 24°2Flt" WEST, A DISTANCE OF 4!.17 FEET; 5. NORTH 48°19'51" WEST, A DISTANCE OF 66.93 FEET; 6. NORTH 79°49'28'' WEST, A DISTANCE OF 56.95 FEET; T'HENCE NORTH 44°40'08'' EAST, DEPARTING SAID NORTHERt_..Y LINE OF GOLF COURSE TRACT Ge-5, A DISTANCE OF 437.06 FEET TO A POIN'F OF INTERSECTION WITH THE NORTH LiNE OF THE NORTHWEST ONE QUARTER 1/4) OF SAID SECTION 22, SAiD LINE ALSO BEING THE WESTERLY EXTENSN)N OF AND THE SOUTt~ LINE OF O.O. TEAM INDUSTRIAL PARK UNIT' 7 WO, AS RECORDED iN PLAT BOOK 24, PAGE 24, PUBLIC RECORDS OF SAiD ST. LLJC[E COUNTY, FLORIDA; THENCE SOUTH 89025'55" EAST, ALONG THE NORt}4 LINE OF SAiD NORTHWEST ONE QUARTER (NW 1/4) AND Th!E SOUTH L~NE OF SA~D O TEAM P, dDUSTRIAL PARK UNN' TWO, A DISTANCE OF 855.00 FEET; THENCE SOUTH 00~56'34'' WEST DEPARTING SAiD LINE, A D~STANCE OF 90.25 FEET TO THE POINT' ()F BEGINNING. CONTAINING 11.591 ACRES, MORE OR LESS. STATE OF FLORIDA COtJNTY OF ST. ILUCIE THE FOREGOING CERTIFICATE OF OWNERSHIP AND DED[CANON WAS ACKNOWLEDGED BEFORE ME TH[S; DAY OF 2002 ,. BY JOHN TOMPSON, THE MANAGER O,F KOLTER PROPERTY DEVELOPMENT, L.L..C., A DELAWARE L[MtTED LIABILITY COM?ANY, THE GENERAL PARTNER OF RESERVE HOMES LTD., L.P., A DELAWARE LIMITED PARt-NERSHIP, FOR AND ON BEHALF OF THE COMPANY, WHO ACKNOWLEDGED BEFORE ME THAT tile EXECUTED SAiD INSTRUMENT AS SUCH OFFICER OF SAID COMPANY, AND THAT SAID INSTRUMENT IS THE FREE .ACT AND DEED OF SAiD COMPANY... iS ( ) PERSONALLY KNOWN 'TO ME,, OR ..... HAS PRODUCED AS IDENTIFICATION AND DiD (NOT) TAKE AN OATH. COMMISSION NO.~ &, EXPIRATION DATE NOT'ARY PUBLIC, STATE OF FLORIDA PRINT NAME: STATE OF FLORIDA COUNTY OF ST. LUCIE THE FOREGOING CONSENT WAS ACKNOWLEDGED BEFORE ME THiS [)AY OF ,2002 , BY , THE .............. PRESIDENT OF HARBOR FEDERAL SAVINGS BANK AND ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SAiD INSTRUMENT AS SUCH OFFICERS OF SAID CORPORATION AND 'THAT THE SEAL AFFIXED HERE"fO iS THE CORPORAT'E SEAL OF SAiD CORPORATION, THAT iT WAS AFFIXED HERETO BY DUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAiD iNSTRUMENT iS THE FREE ACT AND DEED OF SAID CORPORATION. iS ( ) PERSONALLY KNOWN TO ME, OR ( ) HAS PRODUCED AS IDENTIFICATION AND DiD TAKE AN OAiH, COMMISSION NO, & EXPIRATION DATE NOTARY PUBLIC, STATE OF FLORIDA PRINT NAME: STATE OF FLORIDA COUNTY OF sr. LUCtE RESERVE HOMES LTD., LP, A DELAWARE LIMITED PARTNERSHIP, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN, AC,; POD 6, P.U.D. t AT THE RESERVE, WILLOW PINES AT PGA VILLAGE BEING IN S-f". LUC[E COUNTY, FLORIDA, HAS CAUSED SAiD [..ANDS TO BE SLJRVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: TRACT "R-I" AND JOINT PARKING EASEMENTS, AS SHOWN HEREON, ARE HEREBY TO THE W[L. LOW PINES HOMEOWNERS ASSOCIATION, INC. FOR DRAINAGE AND UTILITY PURPOSES AND SHALL BE THE PERPETUAl... MAITENANCE OBLIGATION OF SAID ASSOCiATiON. THE BOARD OF COUNTY COMMIiSSIONERS OF ST'. I._UCIE COUNTY, SHALL BEAR 1',40 RESPONSIBILITY, DUTY OR I_iABiL. iTY REGARDING SUCH STREET. . THE PRIVATE DRAINAGE EASEMENTS, AS SHOWN HEREON, ARE HEREBY DEDICATED TO PgA VILLAGE PROPERTY OWNER'S ASSOCIATION, INC. FOR ACCESS AND DRAINAGE PURPOSES AND SHALL BE THE PERPETUAL MAINTENANCE OBL_~GATION OF SAiD ASSOCIATION. THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCiE COUNTY, SHALL BEAR NO RESPONSIBILITY, DUTY' OR LIABILITY REGARDING SUCH EASEMENTS. THE UT[L. tTY EASEMENTS, AS SHOWN HEREON, MAY BE USED FOR UTILITY AND DRAINAGE PURPOSES BY ANY UTILITY, iNCLUDiNG C.A,T,V., IN COMPLIANCE WiTH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TiME TO TIME BY THE BOARD OF COUNTY COMM]SSN~NERS OF ST. LUC!E COUNTY AND APPROVED BY PGA VILLAGE PROPERTY OWNER'S ASSOCIATION, ... ~f mNFR~ L_UC~E COUNTY S~,iA I BEAR NO THE BOARD OF COI JNTY COMN.SS],~,., ..... OF ST RESPONSiBiLiTY, DUTY OR LiABiLiTY REGARDING SUCH EASEMENTS, TRACTS OST 1, 2 AND 3 OPEl',! SPACE TRACT'S, AS SHOWN HEREON ARE HEREBy DEDICATED TO THE WILLOW PINES HOMEOWNERS ASSOCIATION, INC., FOR OPEN SPACE PURPOSES AND SHALL BE -I/HE PERPETUAL MAINTENANCE (.)SL. tGAT!ON OF SAID ASSOciATION. THE BOARD OF COUNTY COMMISSIONERS OF ST. Lt!CIE COUNTY, SHALL BEAR NO RESPONSIBILITY, DUTY OR LIABILITY REGARDING SAID TRACT. tN WITNESS WHEREOF', THE ABOVE NAMED PARTNERSHIP HAS CAUSED THESE PREoEN']% TO BE SIGNED BY ITS GENERAL PARTNER, I o PRFSIDENT AND iTS CORP .)RATE SEAL TO BE AFFIXED HERETO BY AND WiTH THE AUTHORITY OF TIdE BOARD OF DIRECTORS THiS DAY OF 2.002. RESERVE HOMES LTD., L.P., A DELAWARE LIMITED PARTNERSHIP BY: KOLTER PROPERTY DEVELOPMENT, LI..,C., A DELAWARE LIMITED L[ARtL[TY COMPANY, ITS GENERAL FART[iR BY: ,_OF'IN TOMPSON, MANAGER HAVING EXAMINED ABSTRACTS OF' T'HE T'IT'LE AND INSTRUMENTS APPEARING AMONG THE PUBiLiC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THE UNDERSIGNED ATTORNEY-AT-ILAW DULY LICENSED TO PRACTICE IN THE STATE OF FLORIDA IS OF THE OPIN[iON THAT APPARENT RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN ON -ffHE WITHIN PLAT iS VESTED IN RESERVE HOMES LTD., L.P. A DELAWARE LIMNTED PARTNERSHIP, WHICH HAS APPARENT RECORD TITLE, SUBJECT TO THE FOLLOWIING MORTGAGE OWNER, MORTGAGE AND :SECURITY AYRE. EM. EN F DATED JULY' 15, 1999 IN FAVOR OF HARBOR FEDERAIL SAVINGS BANK, RECORDED IN OR BOOK 1236, PAGE t7~0, OF THE PUBLIC fRECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED THIS; DAY OF , 2002. BY: ST'ATE OF FLOR]IDA COUNTY OF HARBOR FEDERAiL SAVINGS BANK, THE IdOL. DER OF A MORTGAGE RECORDED iN OFFICIAL RECORD BOOK !256, PAGE !'7'40,, ON THE ABOVE DESCRIBED LAND~ BY ITS DULY ELECTED PRESIDENT' DOES HEREBY JOIN AND CONSENT TO THE DEDICATION OF ALL OF THE STREETS, ALLEYS, THOROUGHFARES, PARKS AND UTILITY AI`,IID DRAINAGE EASEMENTS SHOWN ON THiS PLAT OF POD "6" AT THE RESERVE, WILLOW PINES AT PGA VILLAGE FOR PRIVATE USE AS DEDICATED. IN WITNESS WHEREOF,. THE UNDERSIGNED CORPORATION HAS EXECUTED THESE PRESENTS ON BEHALF OF 'THE CORPORATION IN [TS NAME AND CAUSED ITS CORPORATE SEAL TO BE HERIEuNTO AFFIXED THiS OF_. , 2002. HARBOR FEDERAL SAVINGS BANK iTS PRESIDENT THERE SHALL BE NO BUILDING OR ANY OTHER KIND OF CONSTRUCTION OR T'REES OR SHRUBS PLACED ON DRAINAGE EASEMENTS, 2.. THERE SHALL BE NO BUILDING OR OTHER PERMANENT STRUCTURES OR TREES OR SHRUBS ON UTILITY EASEMENTS, 3. BEARING BASE - TIdE WEST LINE OF THE PLAT OF THE PINES AT THE RESERVE, RECORDED iN PLAT BOOK 34, PAGES 12~ !2A TO 12C, WHICH BEARS SOUTH 00°36'34" E~ST AND ALt_ BEARINGS ARE RELATIVE THERETO. NOT[CE: THIS PLAT,. AS RECORDED If,,{ ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF 'THE SUBMV~DED LANDS DESCRIBED HEREIN AND WiLL IN NO CIRCUMSTANCES BE SUPPLANTED tN AUTHORITY' BY ANY OTHER GRAPHIC OR DigiTAL FORM OF' THE PLAT'. NOT[CE: THERE MAY 8E ADDITIONAL RESTRiCTiONS THAT ARE. NOT R'ECO~ED ~ THIS PLAT THAT MAY BE FOUND IN THE P~LIC RECORDS OF ST, L~StE COUNTY. STATE OF FLORIDA COL1NTY OF S% LUCtE t HEREBY CERTIFY THAT THE PLAT SHOWN HEREON iS A TRUE AND CORRECT REPRESENTATION OF' THE LANDS SURVEYED, THAT THE SURVEY WAS MADE UNDER MY RESPONsiBLE DIRECTION AND SUPERVISION; THAT SAiD SURVEY COMPLIES WITH CHAPTER 6]G17 OF THE FLOR[DA ADMiNiSTRATIVE CODE AND tS ACCURATE'. TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P,R.M'S) HAVE BEEN SET; THAT PERMANENT CONT'ROL POINTS (P%.P/S) AND MONUMENTS WILL BE SET UNDER GUARANTEE POSTED WI'TH THE ST. L. UCfE COtJNTY BOARD OF COtJNTY COMMtSSt()NERS FOR THE REOUtRED IMPRovEMENTS; THAT THE SURVEY DATA COMPLIES WiTH ALL THE REQUIREMENTS OF CHAPTER 177 OF THE FLORIDA STATUTES, AS AMENDED, AND ORDINANCES OF ST. LUC[E COUNTY, FI_OR[DA. HiS ............. DAY OF' ,2002~ GARY R? BURFoRD PROFESsIoNAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4981 PLAT BOOK ,C'A E FILE NO. DATE TIME STATE OF FLOR[DA COL;~,tl ~ OF' ST. LUCIE IT i,S HEREBY CERTIFIED THAT -['FIE UNDERSIGNED SURVEYOR AND MAPPER DULY LICFNSED tN THE STATE OF FLORtOA HAS REVIEWED THIS PLAT FOR CONFORMITY WITH THE RE©U[REMENTS OF CHAPTER 177, FLORIDA STATUTES. THIS._ DAY OF , 2002. COUNTY SURVEYOR ST. LUCtE CO~JNTY, FLORIDA ST/:TE OF FLORIDA COt,NTY OF- S'T~. LUCIE IT !iS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY T'HE BOARD OF COUNTY COMMISSIONERS OF ST. LUC[E COUNTY,. FLORIDA, -FH[S .... DAY OF ,. 2002. CHAIRMAN, BOARD OF COUNTY C ~)MM[SStONERb ST. LLJCIE COtJNTY, FLORIDA STATE OF FLORIDA (201 ~N'T'Y OF ST. LUCtE I, JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FL(.~RIDA, DO HEREBY CERTIFY THAT THiS PLAT HAS BEEN EXAMINED, AND THAT ~T (:OM:PLiES iN FORM WiTH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA P_ ,tAnNiNG TO MAPS AND PLATS, AND THAT TH~S PLAT HAS BEEN FILED FOR Rt.,OR[.) iN PLAT BOOK. PAGE(S) OF THE PUBLIC Re5 3Rb~ OF ST. LUC[E COUN%Y, FLORIDA, TH~S , DAY OF 2002. dOANNE tqOLMAN, CLERK OF THE CIRCUIT COURT ST. LUCtE COUNTY,. FLORIDA. k<TD., L.P. ' NOT'ARY ST'ATE OF FLORIDA C,,.~ ,~,,TV OF ST'.. LUCIE iT IS HEREBY CERTIFIED THAT THIS PLAT MEETS THE MINIMUM LOT DIMENSION RE'©U~REMENTS OF THE PIID. ZONING Dk.S TR!CT, AS "'Fb_T FORTH ..UW SECTION '-"'~ .04.I;')0, OF' THE ST. LUCtE COUNTY LAND DEVELOPMENT CODE. URVEY COMMUNITY DEVELOPMENT DIRECTOR ST'. LUCIE COUNTY, FLORIDA STATE OF FLORIDA COUNTY OF ST. LUCIE THIS PLAT IS APPROVED AS TO FORM. COUNTY ENGINEER ATTORNEY LUCiE COUNTY, FLORIDA STATE OF' FLORIDA COUNTY OF ST. LUCIE ~> HEREBY CERTIFIED THAT THIo Pi_.AT MEETS THE MINIMLIM SUBDtVIc, ION PLATTING REQUIREMENTS AS SET FORTH ;iN SECTION 1t.03,00 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE~ COUNTY ENGINEER ST. LUCIE COUNTY, FLORIDA THIS INSTRUMENT PREPARED BY GARY R. BURFoRD, P.S.M. d98I, STATE OF FLORIDA LAWSON, NOBLE AND WEBB, INC., L.B. NO. ENOINEERS PLANNERS SURVEYORS 590 N.W. PEACOCK BLVD., SUITE PORT ST. LUCIE, FLORIDA SHEET 'I OF3 B595 i¸T r U-I ii, SS5O22'05"E 1: 4 cy ; LIMITS OF PLAT O,.S.T. I N79o49'28',W 56..95' N48° 19'5 I"W 66.9o C) 17: N 24 ° 25'1 i'W 41.17' ~.' ?::;2> )9'()4'E tX" : ................... NSO'°52"35"E 1.:_).25:' :: x S59°11 ,,'"~.~ { o', t 8.09' .// N45o24,02,,W -- !01.!2' N:8 ~0 40 W 92.18' 0,225 162.68' SEE SHEET RIGHT OF WAY 3 OF ND FOR P.D.E, D TA LIMITS OF PLAT NO 1 ° l 6'22"W :.) :.r: 4 -' A PARCEL OF .00' lo.0 t' N45° t I'O0'E 55.54'- ........ S~6°2d't 48.30' ~", Ii;. L S38°06'30"E AT B.Z.T. NO. 2 O. 2~_ IX(:; +1- LAND L.,"r'IhtG IN SECTION 22, TOWNSHIP 56 ST. L_UCIE COUNTY, FLOR[DA oEPTEMBER 2002 S89o25,55,E :' L][MI Fo OF PLAT c: 74 (>j ....... S89°51:4 3"W 74 P,C. o O,S,T. 2 ,., ( 25 VILLA SOUTH, RANGE 59 EAST, SHI:ET 2 OF 5 WE "[ L AND 0.952 AC,+/- // · !.J), \ CT 5 ) ...: 855.00' S89°26'46"E 55.00' 589~26'46-E S89°26'46'% 6'T7,31' r-o> __t / / / / / ::: O.S.T, 3 ~,; C) t0' L).T. \ \ ,...Ti:" 55.00' 589039'5 l"W 0.S.¥. 3 'N :/ ,'"45 / / / / / / I : LU]' T!/ES ~ L.!NEi TA]}L fl BEARIN~ LENGTH N19°O4'I5"E 48.71' N66° 50'25"W 12.9 T' N62°39'07"W 12.07' "" !O"W 1© c~7' r,l.-, °4 n' /~,, .... , 5 ~ / / :,i ,,',,'j[ ;;::' / b' I~I N2T°22'2F'E .58.76' N60° 15'4q"w 4o.5 ~ NO4 °22'I I"E 38,98'1 N85°57'49"W 12.97' , N8 !°0C49"W .51.95' S44°35'58"W 12.15' Sd4~55'58"W t2.92' N4 5~4.5'09"W 7.15' N48~Og'5~'W 45.62' N69~O4'25"W 25.44~ LIMITS, OF PLAT . 0 10 25 5O O.o.T. 2 SCALE: / ./ //' / / / / 60.00' .~-90°00'00'' 94.25' CENTER LINE ?'~SAD CURVE ]"ABLE CUAVE!I AAI}tlj{:: DEt_~TA___EN6] H C,~, C,t_, ....................... -:: { ]"-i'-: c: i'i'~ { i :- ..... : ~ P']"~-;- 6 ~ : : ; ........... N 2: ..... -:-6 ~'; : ~' ~']' ; ~": ..... i-CaT" c4,85 C4 100.00' ~=40o2G'44'' C5 90.00' C6 90.00' C7 9O.00' C8 t00.00' C9 100.00' 4O3 E NOto ' 7" S18°28'!8"E 20.07' S19°23'57"E .50.5t' N89°44'29'T 26.52' NOO°56'O5"E 9.85' $89°26'46"E 12.9':' S00°56'30"W 38.99' S89°26'46"E 12.97' N37°56'26"E 30.98' / o N44 05'4-2"E 81,02 70.59' A= !09°09'15'' 171.46' ZA=56°59'04'' 89.51' A=52°10'11'' 8t.95' Z~=51°52'0'$'' 90.53' A=.52°22'5'9'' 91.45' q 10 1 ()0,00' "' ~ ° ''~ ~:'' ~': "" -' '-" C11 100.00' A=5°52'15'' 6.17' NOO°3COS"E 9.60' NOO°36'30"E :59.8 I' NO 1°58"54"E 9.98 : i'~;:~'4:'::4:::i:¥:' ........... J L37 Nt!7°57'44"W 16.58' r' -z ' i -- .. ~ ~ :,, '9' - c- r-, ,.. ........ ..... - --_.~ }:.. ~ I ,8I N%8'-'060 /, ,:,8... ::, L40_I N68°O6'OI"Wl z9":2 I.._...~L__.'.i-'. .... LL2A:___i_2: ........................... 2' i'_A.i_ 69.13' S36°01'53"W 146.68' S09°56'47"W 85,87' S64°31'24"W 79.15' N63°27'28"W 8"/.47' S25°35'25"E 88.27' S68°32'49"E 8.31' S64°25'45'E 6.17' CENTER LINE i R EC, TRACT CURVE TABLE :::< ....... ::: ........ ':::':-, .... ?::, j- (:.-:,~ ]6:::i.0~,' .... / ~-~7:~T:;~:L ]~:_.Tj TRACT i. L43 JBINT PARKIN6 EASENENT CUF:TVC TABL_E CURVE RADIUS DEL'IA LENGTH C22 55,00' A=4°10'27'' 4,01' *c ........... ~,, ~te 44' , C23 71.00' ~=~o dOINT PARKING EAsEMEI',JT AI6H-'[ tlF WAY' CURVE ]'ABLE C50 {501.T 1' Lt 3°01'48" 3 '1,82' C51 601.71' Z~ 2o4 I'24" 28.25' lO0 150 F::': T,.,t~ P(,3 N W CORNER TIdE P~NES AT ] HE RESERVE N89°23'56"W 467_-36' LEGENDS DRIVE (80' RIGHT-OF-WAY) O.R. BOOK 482, PAGE 2368 LEGEND~ TJ - FOLIND I" IRON PIPE AND CAF' (ASLIN INC.) AND REPLACED W~TH SE'T PERMANENT REFERENCE MONUMENT, L_B #6674 ~ - SET PERMANENT REFERENCE MONUMENT, LB #6674 ~ - SET PERMANENT CONTROL POINT, L8 #6674 A - DELTA ANGLE R - RADIU.S A - ARC LENGT T - TANGENT LENGTH (~. -CENTERLINE C.B. -- CHORD BEARING C.L. - CHORD LENGTH N.R. - NOT RADIAL N.T,S. - NOT TO SCALE O.R.B. - OFF~C._ L RECORD BOOK P.B, - PLAT BOOK PG$, - PAGES P.R.M. - PERMANENT REFERENCE MONUMENT TYP. - -TYPICAL tiE. - UTiLiTY EASEMENT P.T. - POINT OF TANGENCY P.C. - POINT OF CURVATURE P.R.C..- POINT OF REVERSE CURVE P.C.C. - POIN'F OF COMPOUND CURVE N.R. - NON RADIAl.__ P,O,E, - PRIVATE DRAINAGE EASEMENT R.O.W. - R~GHT OF WAY R.P. - RADIU~ o POINT _ op/3 (),S.T. OPEN D:--,.,L TRACT U.P.T. - UPLAND PRESERVATION TRACT B.Z.T. - BUFFER ZONE -RACT P.I. - POINT OF INTERSECTION SiTE APPRC,) rED :: : .:..ff ....... .CUEFSA~NES , THIS ~NSTRuMENT PREPARED BY GARY R. BURFoRD, P.L .o. 498t, STATE OF FLORIDA LAWSON, NOBLE AND WEBB, ~NC., LB ENGINEERS PLANNERS SURVEYORS 590 N.W. PEACOCK BLVD., SUITE 9 PORT ST. L. UC~E, FL. OR~DA SHEET 2 OF 3 JOB NO. B595 (]'., cT. LUCRE COUNI-Y FLORIDA SEPT'EMBER 200° SHEE-t-' 5 OF 5 ./ 0 I0 25 50 I00 t50 ) ~ ~ ~ THE RESERVE ~ ..... ~, ~ - .... , ' - - , ,,-, , ~ r-~'~' ..... " ~ ~':~ ' ~xG~'"' ~~ ~ ~- O.R. BOOK qsp_, PAGE ~' /'x ' d WETLAND NO 4 ~ X '~ ~.- _ .... 'x. qd? 63'~ o~. / J ~A[. 1 ~- ] ~ ~% ' ~ 2~X ~ ~ _ ~" [ I~ , Xt''° h .... s 7n1 ~/' ~ ....... :-' ' ~ ~fd ) ~ ~l ) ',. * <~.', ' '' ~. ' /- ..-~"~ , ,JoP.,/r r--A~:~Nu /, ~ , .... ,:,, '.. ,.~/;.o ..<:',>4 ........ ' x ~ / ........ ~ ' .., ~ ,' - ...... , ' ' --, '~ ., (] · [. ( -;>'/ '-- / -~'>0' ( ' -' .... ,' CURVE RADtJS EEL j -' - -, ', , ~ ,. - F I A 't '1' 'L~r i' ~ ~ ~<~0 '~ ~ C 14 4 '6n 46 q l F 14 4~ P R M PFRMANEN7 REFERENCE MONUMEN ' ' _i"_ "tlr'n>' - T~PIr"'AI' L-_ :_ ..... //x' "- ' ! '.. . ~~~ C ~d ~ '~ ...... ._ .,_, ¢;,' (o '22'-, ~ - /z, J :"- . /' ,// ........................... ~_C3 90.00d_!A-t09 09 lu 171.4G 14o.68 _ _ . /":'~~] .... / / /._ -~ DP.R C. POINT OF REVERSE CURVE '--- p -. C?-., ......... ~ .......... 22.: - ~ ~-.."w it 1t 05 <x ~. ' ....... ... · ...... ,M' ',{' / ""/ "'~ " 6 ') / -x, " ........... ~71 ....... :: .......... ; ...... X--:-; ....... :' ................. :';" o o ...... , ........ ~ ..... TE-; ~ ~l ~ - RA ~AL . , ~ ~ ~ , NON D /. ~ .. x, ~ ~' ' ~.~ ~,'o~o~,~ ~_ 'W /.%7 --.', ~ -~-.. / ' ~~~R:::f'~-~qT:-::~;;:L ~]~] ~~]~ .... : ..... 7-z:::;: .... ~j~::x ..... .' ~ , ' ..... . , ~%~ ,:.. .:, --.. ~ '-%47x . ..... ~ -- / R/ ' ' c ~~ *--3°~°' 5" E 17' q64°'"S'4~,'F 6 17 0 S ] - OPEN ~PA(E TRACT 1 17 -¢~, sos.., ~6~ ~- -. .~-.,.-~ / / -' , t47 ) ~, ~.~¢ ..... 3 :,--~...,~ ~. .> .... ~ N4b Z4 OX ~' ~ ' .... / ............... Z--- " ',',-' O.,::,.T. 5 / 101 12' . ,> 11 ....... -.,. ~/ ..... ]- ~:' ' P~ ~'~ (~' [ ~-'-~,u-~ o G' ~" ~' ,.~ ,, ...... :,,: , .,,,':~.,~ <-,,.. :,? ) -.. ~ ,.:: ......... ~cXl. s:....,e?; . , , ~-- ,' - S8o 50 49'% ::9.27' " ~'~ / ' C'"~ '/ --' ~.-ou'49"E "': ' ~IOHT ~F- WAY 92.18' ':-:' : ' '- ..... / : : / 24.97' ' _ /a': - .................................... :.: ........ ~:0/ /":. ]' (-:4 12a nO' A 8°18'08'' t f.5_., ...... . : . ~'"- [% / z~ ~,,/ / [_ L65 NO0 ~6 05"E 30.87' ~ ~ C ~.4-----~.~ ~ ~/ :>2 q: C25 80.30' A 23°00'12" 52.!2' /~, L~//~¢} ~ / C26 7'0.(](]' Li 63 ~::7'2i 7':.53' "- 25.21' . q.~.. -~/ cc- L: / C27 25.00 ~ 37 3t 2t 16.37' 40.64 - 0 ...... ~ AC.+/- ~]}-~- ~"" ' ,',' :"::" ~''' """"' ,,,.. ...... , / ':,' /0 :- ...... ' ...... '": "':" -' ' '? a-: / "":" ....... ' ..... . ,.~. ,, ~. .(.~,~ . , ~ ~.~9 2~,00' ~ ~1~2'20'' ~0 4~ 'o,,'~h / 1;' ' / ' ' ' '-"- r' " ', <i.', x - 2~ .......... ..al ~.,]0 ~_I .,% .. ...... '"~- ~ ~ L~ ~- ~ ,. N o,s4o AC,-,-~- / :"S' ........ ~ :Q C32 80.00' A 40°26'44'' 56.47' DETAIL / CSs ~0,00' AST ;6s5 S40°47'~I"E ,,, ~ ' ' ' / :-' :] C54 2:o.00 A 70°41'n~" ,.j ' . ~,:. .......... ~ / ..... -- > , ~ ....... q,, l' 03 / C35 120.00' /% ,..~ ~ 'o~ 109,7 / C$6 80.00' A 5?22'59" 75.14' PLAT ' ............... co / / / / (,:.58110.00' /x 52°45'47' 62.90 aS.()~' ~.- / / /' 039 120,00' x,~ '~' / // C40 50.00' A 25°50'17" 20.51 / "-" ............... ':_..2 .................. : ............................................ / "~ (]41 50.00' ZL 49°t5'14'' 25.79' ) ,4 / / C4:~ 30/)0 A 50 2655" 44,02', 6AFYw©R' BURFoRD, P.L.S 4981 STATE OF FLORIDA ~" , C44 SO.O0' ~5°0~'0:' :.0~ LA oON, NOBLE AND WEBB, INC., LB NO. 6674 / c~ 7o.oo' :~ ~0._. os ~,s~' ENGINEERS PLANNERS SURVEYORS , . ...................... ..: ?. ~ /:"/" / / C47 2.S.00') .... / c:6 ~2c.oo z~ ~o 264 s4.:~ 590 N.W. PEACOCK BLVD., SUITE 9 40.5O' ..................................................................................................... PORT ST LUCIE, FLORIDA / C48 5C 00' A 17 ¢,3'10" I5.49' / / / ..... SHEET 3 OF 3 601.71'- 2~.25' JO: NO. fr: Parcel Number lA lb 4/5 Parcel Name Original PUD Acres Golf Villas 7.1l} Caliawa Place Pine Creek Townhomes ~___ystic Pines Marsh Landings Reserve Creek 16.30 8.70 10.10 I4. i0 i8.70 Willow Pines 6.30 Hawks View 5.20 ~ Pines Fairwa Laudinvs_ t/bM Eb/a 7b 911{} 9.88 15,50 20.30 tl 4,30 t2 t/bM 7,80 Latest Revision to PUD Residential SF SF MF SF SF SF 11.55 ~ SF M~' SF SF Original PUD Latest Rmdsion to Approval PUD Units DUtAC Units DU/Ac 3{} 4.22 25 3.52 69 4.29 31 ' 1.90 54 6,37 34 3,91 60 5.94 41 4.06 148 10.49 80 5.67 44 2.35 44 2.35 40 6.35 48 4. t5 18 3.46 18 3.46 50 1.82 76 7.69 76 4.90 42 2.71 85 4.19 35 1.72 34 7,9t 44 10.23 31 3.97 31 3.97 13 t/bM 8.60 54 5.93 152.88 158. I3 793 5.93a · 1. Includes golf course (a,Ck/a the Legacy Golf Course area in density computation). 2. The balance of units (193) as approved in the DRI will be applied within PUD ~ Notes 51 5.93 4' 8. A. 4 ~4 / Wil/ow ,. Pin e s 1~55 ac 48 un/ts ., 1# 4 GAT~ 17 JbA-~GEL . 8,3 AC. 19 UNITS 7 23 U/A O ~ .. L IO I i \ -50' BUFFER AREA CiD :, ,.' , -- "~ ~ :'~ , ;, PARCEL ~ / ~8 UNITS ' '~' /~/ X 7 8 AC _..- T 18 COUNTRY COUNTRY CLUB DRIVE ' - .... ENTRY FEATURE 8¥i~80L ,- X~ MAINTENANCE PA R 4 r PAR 5 · / / / / / / // DATA LAND USED AC~E8 JROAD 29.8 ~.0,~ eUFFEa$ 255 G,a. TRACTS LAKES ~TLAND ' GOLF O L g® ~el 6, Wqtow Pines /'~ PGA Village' St. Luc/e County CLUB Major 6.8 152.62 347 ~,~ t4.4 ~T 0.5 $~N~iLE ~ ! 1.9 46,23 TOTAL 105 t & Final Development U PLAN A~A TO~ ~E~~ TO O,7 DEN$1T'Y ~ 3.92 DO/AC Plan SHEET OF [/ O 0 Z I @ 0 0 0 FILE 93-' 240 .. / O.S.T. 1 SANIT RY WETLAND NO. 4 C.E. = 25.60 6_ 12' SWA t58 LF ,OF 18" RCP $ 0.18% / / / /' // / O. S. T'. 27.52 20,96 S ~ANT~ 27.52 20,91 NE 20.91 SE 20.91 ..1_18 LF.~OF 18" 105 28,59 20.70 SE 201.70 N 20..70 W THiS PROJECT WiLL MEET THE REQUIREMENTS OF THE SFWMD PERMIT FOR THE RESERVE, PERMIT NO. 56-00674-S S-I] 0 t 25,34 21, !9 NE R/W R/W t0' UTILITY El A SEt~.~N'T SOD 40' R-O-W lO'PAvEMENT 10' PAVEMENT t0' UTILITY EASEMENT SOD o O0 -- \ VALLEY I t12" TYPE S III A.C,$,C, (TWO 314'" L~FTS) 6" L'[MEROCK OR COQU~A BASE._, PRIMED 41) ONE LIFT CEA4PACTED TO 98% MAX DRY DENSITY PER AASHTO T-180 STABILIZED SUBGRAOE, CON~ACTE'D TO 98~ MAX DRY DENSITY PER AASHTO T-180 (LBR 401 1t 0 8 20 40 80 120 SCALE: 1"- 40' '91 LF OK RCPeO, 1 ' 8, 142 LF OF !8" RCP e, O. 18% WETLAND NO, 6 C.E. = 25,40 / / L / C).S.T. 2 WM 24 LF OF 18' RCP~ 0.!8% ---107 8.0£ :0..44 20.44 23 LF RCP ~, 0 27,90 24.86 2,4.86 133 LF OF RCP'~ 0.! O.$.T. 2 24" STOP AND SIGN PROP DRAN, 24 LF OF' 18" RCP e 0.18%; S-114 27,67 23.38 SE S-106 28,02 20,48 S 24' $ AND E 114 RCP S-116 28,02 20,23 SE 20,25 NE S-201 25.40 25, I8 NE / / LF OF 24" RCP e 0.12% 20.09 SE S-113 28,3! 20,71 NE 20.71 S S-115 27.67 20.47 N 54 20,4'7 S 194 LF OF 24 RCP $' 0.!2% PROP' HYDRANT S-I08 TYPE 'D' ! / WM 27.60 24.58 S 23 LF OF !8" RCP ~ 0.18% WILLOW PINE WAY' 28.07 20.85 E t29 LF OF !8" RCP ¢ 0.t8% S-109 27.60 21.06 w 24.54 N 135 LF OF 18" RCP ¢ 0.18% / // ',. // / Z'~CEXIST / / / / / / / / / WM //// S-118 / 2.6.50 I SW / 9fi LF OF 18" "" -/ RCP ~ O. 18X ~ SAWCUT PAVEMENT ......... '~AND REMOVE / / VALLEY GUTTER ( / 9 LF OF 30'~EXtST FIRE 26.16 ~ / RCP ¢ 0.09% HYDRANT ~~ & ,o. o~ / z<'' /S- , ~ _ . 5 , / ~%~ MA~OLE IS CURRENTLY eUR[ED AND / ,~ ~ / r;--;;--~-;~-;-;~:t WIELL NEED TO BE UNCOVERED , S / ~.:uSLN~ INVERT ELEVATIONS ARE ESTIMATED / ~7 ~0.00 SkA~ W~LL HAVE TO BE F~ELD VERIFIED ~/ & ~~O%j~o~ To ST,~T O~ CONSmUCT~O~ ~ '-~.,.%. / / ~% i-EXIoT X, ALLEY GUTTER ? " 25.4.2 ,' / / ELECTRIC HAND-HOLE ELECTRIC PROP HYDRANT S-501 26.2:2 21,27 SE S.B.T. \ LL ~;0 SERVICE / o BREAKER BOX 127 LF OF 18" RCP ~ O. 18% 2~4" STOP BAR  / AND SIGN '¢%~ ,~ ~'~X, SAWCUT PAVEMENT ~ // %-AND REMOVE '":~,; ..... -~ VALLEY gUTTER .- IE~-CBI~ / [ .... 12~.74 .swt LEGEND EXIST}NO STORM SEWER WITH CATCH BASIN STORM SEWER LINE WITH ,JLINC7 iON BOX STE)RM SEWER LINE WITH CATCH BASIN AND NUMBER SANITARY SEWER LINE WITH MANHOLE WATER MAIN EXISTING ELEVATION DIRECT]ON OF FLOW LOT NUMBER STOP SIGN LAKE MAINTENANCE EASEMENT L.M.E. BUFFER EASEMENT UTILITY EASEMENT LJ.E. HIGH POINT H.P. BASIN B CONTROL ELEV = 22.00 MIN. ROAD CROWN = 26.00 NIN PERIMETER GRADE = 27.00 M.1N. FINIStt FLOOR ELEV. = 27.50 SEAL NOV 8 5 28~. 'HAEL J. JONES~ P,[,, Z i LJ Z S -IEE-T- SP tOY I UNPLAT-FED 8 2O 4O 8O NORTH LINE NW 1/4 SECTION ~_2, TOWNSHIP 5co S. RANGE 59 E. UNPLATTED t20 1 1 i 17' PINE 16" PINE SCALE' 1"-- 40' 17" PIh~ UNPLATTED \ \ \ \ \ \ ,\ \ N79o49'28-W 56.95' kMSol~5I-W 66.93' EDGE OF GOLF COURSE . 30.8 4" PiNE 17" PINE (3) 4" PINES 6" PINE 6" PINE t8" PINE (2) 4" PINES (6) 3" PINES N2,q°23'11 41.17' ~ N45°24'02~ ~x 101.12' \, 12' SWALE DITCH 14" PINE (2) 4" PINES 14" PINE \ REVISED GOLF COURSE TRACT GC-3 ~~~~ ~_ 92.!8 A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 36 SOUTH, RANGF 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE PINES AT THE RESER ¢E, AS RECORDED tN PLAT BOOK 54, PAGES 12, 12A THRU t2C, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 00°36'54" WEST ALONG THE ~ST L~ OF SAtq~ PLAT CaF THE Pt~S AT THE RESERVE, A DtSTAI~E 50.12 FEET TO A POINT OF INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF LEGENDS DRIVE, AS RECORDED IN OFFICIAL RECORDS BOOK 482, PAGE 2568, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY; THENCE TRAVERSING THE N~RTHERLY ~T-OF-WAY ~ OF SAIl] ~S !XRtVE BY THE FOLLOWING FOUR (4) COURSES: 1. NORTH 8902;3'56" WEST, A DISTANCE OF 467.36 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 601.71 FEET; 2. SOUTHwEsTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL. ANGLE OF 21°02'53", AN ARC DISTANCE OF 220.99 FEET TO THE POINT OF ~GINNING; 5. CONTINUE SOUTHwEsTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5~'16"; AN ARC DISTANCE OF 530.2t FEET TO A POINT OF TANGENCY WITH A LINE; 4. SOUTH 19°04'15" WEST, ALONG SAID LINE, A DISTANCE OF 363. t9 FEET TO A POINT OF INTERSECTION WITH THE NORTHERLY LINE OF GOLF COURSE TRACT ~-3, AS RECORDED IN OFFI. GI/M= REC~ BOOK 995~ PAGE ~7, P~IC RECORDS OF ST. LUCIE COUNTY; THENCE TRAVERSING THE NORTHERLY LINE OF SAID GOLF COURSE TRACT CC-5 BY THE FOLLOWING SIX (6) COURSES: 1. NORTH 60°12'15' WEST, A DISTANCE OF 512.78 FEET; 2. NORTH 28°30'40" WEST, A DISTANCE OF 92.18 FEET; 3. NORTH 45°24'02" WEST, A DISTANCE OF 101.12 FEET; 4. NORTH 24"25'11" WEST, A DISTANCE OF 41.17 FEETi 5. NORTH 48°19'5i" WEST, A DIsTANcE OF 66.95 FEET; 6. NORTH 79°49'28~ WEST, A DISTANCE OF 56.95 FEET; 17" PINE 18" PiNE OF' WAX MERTLE TREES 12' SWALE DITCH 1 1 t 1 \ \ \ \ THENCE NORTH 44'"40"08" EAST, DEPARTING SAID ~THERLY LINE OF GOLF COURSE TRACT CC-5, A DISTANCE OF 457.06 FEET TO A POINT OF INTERsECTIoN WITH THE NORTH LINE OF THE NORTHWEST ONE QUARTER (NW !/4) OF SAID SECTION 22, SAID LINE ALSO BEING THE WESTERLY EXTENSION OF AND THE SOUTH L~ OF G.O. TEAM INDUSTRIAL PARK ~IT TWO, ~g RECORDED IN PLAT BOOK 24, PAGE 24, PUBLIC RECORDS OF SAID ST. LtJCIE COUNTY, FLORIDA; THENCE SOUTH 89°25'55' EAST, ALONG THE NORTH LiNE OF SAID NORTHWEST ONE QUARTER (NW t/4) AND THE SOUTH LINE OF SAID TEAM INDusTRIAL PARK UNIT TWO, A DISTANCE OF 855.00 FEET; THEN~ SOUTH 00036'34'' WEST DEPARTING SAID LINE, A DISTANCE OF 90~25 FLEET TO THE POINT OF BEGINNING. CONTAINING 1t.591 ACRES, MORE OR LESS. \ \ REVISED GOLF COURSE TRACT O.R.B. 995. PAGE 382 50' DRAINAGE & UTiLiTY EASEMENT I t WETLAND NO./ / * / ° ' 3" L=220.99' ~ A~ -- --- LR/w 0 ~ ~ $89 23 55 E BERM / / / / / / / (DETAIL) 467Z~:6' LEGENDS DR~VE (80' RIGHT-OF-WAY) O.R. BOOK 482, PAGE 2568 SUBJECT PROPERTY 1t.591 ACRES +/- N.W. CORNER THE PINES AT THE RESERVE TR A C T "B" THE PINES AT THE RESERVE P.B. 34, PCS. t2, t2A - 12C T.O.R.E. NOTE: = FND. RIBBON TIED TO EXISTING VEGATATION RIBBON ELEV. AS NOTED. = TOP OF RIBBON ELEV. NOTE: STUB OUTS NOT LOCATED \ \ \ \ \ \ GC-5 WETLAND NO, 6 18" PINE/ 16" PINE SAN. M.H. RIM ELEV, = 26.46 N.W. INVERT ELEV. = 20.44 (8" P.V.Q) N.E. INVERT ELEV. = 17.14 (8" S.E. INVERT ELEV. = 20.62 (8" S,W. INVERT ELEV. = 15.0t (8" P.V.C.) C. B. GRATE ELEV. = 25.42 N.W. INVERT ELEV. = 22.97 (18" C.M.P.) N.E. INVERT ELEV. = 22.94 (t8" \ C. B. GRATE ELEV. =/25.56 N.W. INVERT ELEV./= 22.98 (t8" QM.P.) S.E. INVERT ELEV./= 22.91 (18" C.M.P.) BOTTOM ELEV. =/19.92 / / / J LOT 5, BLOCK 'A' G.O. TEAM INDUSTRIAL PARK UNIT TWO P.B. 24. PG. 24 SOUTH LiNE OF G.O. TEAM iNDUSTRiAL FARK UNiT TWO 855.00' L~-50' DRAINAGE &UTILtTY EASE~ _/ 6" a: 11" OAK 16" PINE; C. B. GRATE ELEV. = 25.40 S.E.. INVERT ELEV. = 21~04 (56" R.(LP.) BOTTOM ELEV. = 20.56 17" PINE 17" PINE CATV SET 60d NAIL tN 1I" PiNE ------% ELEV. 27.918' 18" PINE S00°36'34'W (N.R.) 90.25' t2' SWALE DITCH ELECTRIC HAKE) HO ELECTRIC PANEL WELL IN CONC. PAD BREAKER~ BOX IRRIGATION SERVICE S.B.T. 26.25 C. B. GRATE ELEV. = 25.51 N.Wo INVERT ELEV. = 21.06 (56" S.W. INVERT ELEV. = 21.74 (56" C.M.P.) BOTTOM ELEV. = 21.54 SEE DETAIL CATV HAND HOLE 16" PINE / / o / HAWKS VIEW TERRACC /// --~ ASPHALT PAVEMENT ~_6.05 / __ / / HAWK'S VIEW AT THE RESERVE ~/ / L PLAT BOOK 33, PAGES 17 & 17A / / - SAN. M.H. RIM ELEV. = 26.32 / N.W. INVERT ELEV. = 18.43 (8' P.V.C.) / S.E. INVERT ELEV. = 18.45 (8" P.V.C.) AI_EGEND: S.W. INVERT ELEV. = t8.39 (8" P.V.C.) = DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT L = ARC LENGTH P.D.Eo = PRIVATE DRAINAGE EASEMENT B.M. = BENCH MARK PG. = PAGE CATV = CABLE TV PCS. = PAGES C.B. = CATCH BASIN C~ = CENTERLINE P.K. = PARKER KALON NAIL C.H. = CONCRETE MONUMENT P.O.B. = POINT OF BEGINNING CONC. = CONCRETE P.O.C. = POINT OF COMMENCEMENT D.E'. = DRAINAGE EASEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT D.kI.E. = DRAINAGE & MAtNTENACE EASEMENT D.Lt.E. = DRAINAGE & UTILITY EASEMENT P.U.E. = PRIVATE UTILITY EASEMENT ELZV. = ELEVATION P.T. = POINT OF TANGENCY E.O.W. = EDGE OF WATER R = RADIUS F.F. = FINISHED FLOOR RAD. = RADIAL FND. = FOUND RES. = RESIDENCE R/W = RIGHT-OF-WAY F.P.L = FLORIDA POWER & LIGHT I/R = iRON ROD SAN. = SANITARY tO = IRRIGATION QUALITY WATER S.B.T. = SOUTHERN BELL TELEPHONE L.NtE. = LAKE MAINTENANCE EASEMENT S.F. = SQUARE FEET M.I-i. = MANHOLE T.O.B. = TOP OF BANK MEAS. = MEASURED TYP. = TYPICAL MC\. = MONUMENT 0 = SET 5/8" iRON ROD & CAP - LB 6674 N.G.V.D. = NATIONAL GEODETIC 'VERTICAL DATUM 0 = FOUND 1" iRON PIPE & CAP - ASLAN ][NC. NA'. = NOT RADIAL ~ = FOUND 4"x4' C.M. - PRM 5864 NTS = NOT TO SCALE ~ = FOUND PK & DISK - PCP 5490 O.R.B. = OFFICIAL RECORD BOOK 0 = WATER SERVICES OHZ = OVERHEAD ELLCTRIC ~ = WATER VALVE P2. = PLAT BOOK ~ = SANITARY SERVICE P.E. = POINT OF CURVATURE A = CATV SURVEYOR'S NOTES: 1. THIS SURVEY tS PREPARED FOR RESERVE HOMES AND IS NOT ASSIGNABLE. . THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS-OF-WAY OF 'RECORD BY THIS OFFICE. 3. VISIBLE ENCRoAcHMENTS ARE AS SHOWN. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY TH/~T MAY BE FOUND IN 'THE PUBLIC RECORDS OF THIS COUNTY. 6, THIS SKETCH IS TttE PROPERTY OF LAWSON, NOBLE & WEBB, tNC. AND SHALL NOT BE REPRODUCED tN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. INC,, IN WRITING. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LiNE OF THE THE PINES AT THE RESERVE WHICH BEARS S00°56'34"W AS RECORDED ~N PLAT BOOK 54, PAGES t2, t2A TO 12C AND ALL BEARINGS ARE RELATIVE THERETO. 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION, ARE MEASURED AND ARE TttE SAME AS PLAT/DEED DIMENS~(ONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJusTMENT OF 1929. 10. LAhDS SHOWN HEREON LIE WITHIN ZONE'X' ACCoRDING TO THE FLOOD INSuRANcE RATE MAP PANEL NO. 120285-0275F, DATED AUGUST t9, 199t. 1t, IMPRovEMENTS IF ANY ARE AS SHOWN. t2. DATE OF FIELD SURVEY: APRIL 4, ~002 CERTIFIcAT!Oh NOT VALID WITHOUT LICENSED SURV C~f R. BURFoRD THE ORIGINAL RAISED AND MA'~P! OFESs~oNAL SURVEYOR A~ MAPPER FLORIDA REGIsTRATIoN NO. 4981 ILl Z O O W Ld W W tO CO W W ® · Z SEAL FILE BS/TS B593 SHEET 1 OF I /: ,' /f " /. /( // ? ? ? ? / ? J ? / / /: / : : ? ? / : / / / // :: / /? / / 11 ? ? /i :? ? :' / :/ / // / 1i :'.:-:,/ / :: // : l: // : / / i1 / // / :/ // / / / : / :/ // :l f : ? /:/ // , / : / / /:: ? / // // ? ? 1: 1/ ?