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HomeMy WebLinkAbout138 29-37 The Landing at Tradition Easement Exhibit ACFN # 5585572 PLAT BOOK 138 PAGE/29,j ecorded 02/20/2026 02:50:36 PM SAINT LUCIE COUNTY Deputy Clerk TREJOA i 1 i LEGAL DESCRIPTION: ALL OF PARCEL 6, 6A, 1�0 AND 11, OF TRADITION PLAT NO. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39, EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORID.A. CONTAINING 27.912 ACRES MORE OR LESS. SAID LANDS SITUATE IN THE CITY OF PORT-ST LUCIE, ST. LUCIE COUNTY, FLORIDA. CERTIFICATE' OF OWNERSHIP & DEDICATIONS: KRG PORT ST. LUCIE LANDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY, OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS "THE LANDING AT TRADTION", BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON. I 1. THE INGRESS AND EGRESS EASEMENT, AS SHOWN HEREON, ARE HEREBY DEDICATED TO KRG PORT ST. LUCIE LANDING, LLC. ITS SUCCESSORS AND ASSIGNS FOR INGRESS AND EGRESS PURPOSES AND \ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS, AN EASEMENT OVER, AND UNDER SAID INGRESS AND EGRESS EASEMENTS AS SHOWN HEREON ARE ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR THE CITY OF PORT ST. LUCIE SERVICE AND EMERGENCY\VEHICLES AND ALSO FOR ACCESS TO, AND THE INSTALLATION AND MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO WATER AND WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY\ OF PORT ST. LUCIE SHALL,,NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID INGRESS AND EGRESS EASEMENTS -EXCEPT SHALL -RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. ��EMENTS 2. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED -HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LAW, STANDARD, CODE OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES OR DRAINAGE FACILITIES, AS REFERENCED IN THIS PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. CERTIFICATE OF OWNERSHIP & DEDICATIONS: IN WITNESS WHEREOF, THE ABOVE NAMED DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT, THIS__L9_!9L ___ DAY OF _9T(�l[ar9--------- , 2026. KRG PORT ST. LUCIE LANDING, LLC, A DELAWA E IT D LI LITY COMPANY • WITNESS: -- -- ------ �L BY: -- -- -- ------- ------ PRINT NA /i�Gtndi' $. lQob�tr'fS ���1 MARK S. J S SENIOR VICE PRESIDENT WITNESS: PRINT NAME 1%r tC_ B?scL4e ACKNOWLEDGEMENT: STATE OF FLORIDA) COUNTY OF ST. LUCIE)! THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF ZPHYSICAL PRESENCE OR — ONLINE NOTARIZATION, THIS _1-9tt _ DAY OF -------- 2026, BY MARK S. JENKINS, SENIOR VICE PRESIDENT, ON BEHALF OF KRG PORT ST. -LUCIE LANDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED ___________________ AS IDENTIFICATION. WITNESS MY HAND ANDI OFFICIAL SEAL THIS _ �q ___ DAY OF ____________ ______, 2026. yVPd�5C65G 3�/3Z / cu_ _ COMMISSION NO. & NOTARY PUBLIC, STATE Ft8fttrm THO" LANDING AT TRAD1110N BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. SURVEYORS — ENGINEERS — PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 1,33434 — (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 EXPIRATION DATE CLERK'S RECORDING CERTIFICATE: lkelridS�D "•�aY PUB`:: • SEAL *.•= NORMAR.SOSKO My Commission Expires May 30,2032 STATE OF FLORIDA COUNTY OF ST. LUCIE PRINT NAME: Commission NumberNP0756756 Hendricks County I I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS TITLE CERTIFICATION: THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT LED FOR RECORD IN PLAT BOOK PAGE(S) ZQ_'__ OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS STATE OF FLORIDA) I,,✓Ins 2026. COUNTY OF ST. LUCIE) MI HELLE R. MILLER ,, �y ,�' , 31, THE UNDERSIGNED, ANDREW IGNACIO ALEMAN, A DULY LICENSED ATTORNEY IN THE STATE OF FLORIDA, C/�5U w DOES HEREBY CERTIFY THAT AS OF THE P val____ DAY OF3r..cw-_&w_`12026, AT `f1AAM: CLERK OF THE CIRCUIT COURT ST. LUCIE COUNTY, FLORIDA • THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF KRG PORT ST. LUCIE LANDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE ENTITIES EXECUTING THE DEDICATION. us • THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREIN. • PURSUANT TO FLORIDA STATUTES SECTION 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2025. APPROVAL OF THE CITY OF PORT ST. LUCIE: • ALL ASSESSMENTS AND OTHER LIENS CURRENTLY DUE AND PAYABLE LEVIED BY ANY PRIVATE OR STATE OF FLORIDA) GOVERNMENTAL AGENCY AGAINST SAID LAND HAVE BEEN SATISFIED. COUNTY OF ST LUCIE) • THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE IT IS HEREBY CERTIFIED THAT THIS PLAT OF THE LANDING AT TRADITION, HAS BEEN OFFICIALLY APPROVED FOR RECORD SUBDIVISION DEPICTED BY THIS PLAT. BY THE CITY OF, PORT ST. LUCIE, FLORIDA AND ALL DEDICATIONS TO THE CITY HEREIN ARE ACCEPTED FOR RECORD BY THE CITY OF PORT ST. LUCIE, THIS .2_L___---- DAY OF2026. DATED THIS -------- DAY OF_J::%& 2026 CITY OF PORT ST LUCIE: __ ` ANDREW IGNACIO ALEMAN JESUS MEREJO, CITY MANA R FLORIDA BAR NO. 178969 ST. JOHNS TITLE, LLC j 159 HAMPTON POINT DR STE 1 ATTEST: _ _ NuiQvi U ST. AUGUSTINE, FLORIDA 32092 a CITY OF l •• SALLY WALSH CITY CLE C POI T,)s CIF HA5 bt.LN _. DAY OF PLAT BOOK PAGE 2�1 SHEET 1 OF 9 WSTR # SSSS57? - P BK 138 Pages 29 - 37 RECORDED 02/20/2026 02:50:36 PMf1 SAINT LUCIE COUNTY DEPUTY CLERK TREJOA SURVEY NOTES: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. BEARINGS SHOWN HEREON ARE BASED ON A RECORDED PLAT BEARING OF SOUTH 16'36'12" WEST ALONG�THE EAST LINE OF PARCEL 11 OF THE PLAT OF TRADITION PLAT NO. 41, AS IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF T. LUCIE COUNTY, FLORIDA, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. LINES INTERSECTING CURVES ARE NON -RADIAL UNLESS SHOWN OTHERWISE NOTED (R) FOR RADIAL. 3. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. 4. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. 5. NOTE: THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE. 6. SEE SHEETS 4 THROUGH 9 FOR EA�EMENT DETAILS. SURVEYOR'S CERTIFICATE: STATE OF FLORIDA COUNTY OF ST. LUCIE THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS,�AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES AS AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPP R$ PURSUANT TO SECTION 472.027, FLORIDA, STATUTES, SAND ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLORIDA. THIS DAY OF FEBRUARY 2026, DAVID P LINDLEY- - N PROFESSIONAL SURVEYOR MAPPER # 5005 STATE OF FLORIDA. CAULFIELD AND WHEELER, INC SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 (561)392-1991 /\ CLERK OF,� CERTIFICATION OF AUTHORIZATION NO. Tur nni 10T SU Yrip LB 3591 ,%iT 6 fit//��i No. 5005 s �D •: S TE OF i�i��� •, F,LORiDQ' � � `ems �` ... INN iifrw%% PSLUSD PROJECT NO. 11-342-48 CST-Y OF PORT ST. LUCIE /PROJECT NO. P25-064 PLAT BK 138 PG 30 TR.4DITION THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 41, OF AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, THE Lm,4NDING FLORIDA LYING IN SECTION 10 and WHEELER INC. r TOWNSHIP 37 SOUTH, RANGE 39 EAST, CAULFIELD a , SURVEYORS - ENGINEERS -PLANNERS THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. 7900 GLADES ROAD, SUITE 100 //801 ATON FLORIDA 33434 - 561 392-1991 , CERTIFICATE�OF AUTHORIZATION NO. LB3591 AN j� � NORTH LEGEND/ABBREVIATION S q - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P.B. - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PINT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY GRAPHIC SCALE (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT 50 0 25 50 100 WMAE - WATER MANAGEMENT ACCESS EASEMENT ® PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&Dp PRM DENOTES SET PERMANENT REFERENCE MONUMENT ( IN FEET) NAIL & CAP STAMPED "C&W PRM LB 3591" INTENDED DISPLAY SCALE: p - DENOTES FOUND PERMANENT REFERENCE MONUMENT 1 INCH = 50 FEET A - DENOTES SET IRON ROD & CAP "LB3591" "TRACT E" EASEMENT + (ORB 3052, PG. 1109) \ L=133.20 r (SURVEY ��\• -DENOTES FOUND IRON ROD &CAP LB7062WATER MAIN EASEMENT C CD=132,81 " NOTE. SEE SHEETS 4 THROUGH 9 FOR EASEMENT iDETAILS (ORB 2937, Pc. 12) \ ` �_\_CB �12 45 53 E Z ' NOT PART OF THUS PLAT \ ` w PARCEL 4 N (P.B. 53, PG. 32) \� \ 01 ' R=532.67\PART OF THIS - \ I ` NOT PARCEL 12 PLAT \ \ \ 1515 49 r N&D � � \ � r, - TRACT R4 = 1 L141.90 PCC ` (P.B. 53, PG. 32) (P.B. 53, PG. 32) - ' PCC ` \ \ SANITARY SEWER EASEMENT "C" N&D \ \ NOT PART OF THIS PLAT CD=141.4$ \ 9 \ \ o CB=N12'45'54"W (ORB 2829, PG. 449) \ 30'23'45"E�6 R=882.67' 19 \ NOT PART OF THIS PLAT \ , 29.91' ' S OF •+ 23 �• - VILLAGE PARKWAY A-6 5O 22 \BARGEE 12 UM 9 O + _ " " LIMITS OF PLAT 15 (TRACT R-1) ,� • R-85.00' TRADITION r » L=105.37' (P.B�53, PG. 32) \ \ N7 4 5 J .P� 150'06 L=9.66 30 PLAT NO. 10 N13 02 48 W CD=105.30' \ \ \ WATER MAIN EASEMENT B + S 4.5cg'15 1 CD=9.65' " (P.B. 43, PG. 19) 39.76 " CB=N23'48'59"W \ NOT PART OF I SANITARY SEWER EASEMENT "B � - r \ N&D (ORB 2937, PG. 12) N7 I FND PRM CB=N5' 14 09 E C CONIC MONUMENT \-850•Op r „ \ Nf I I ILLEGIBLE THIS PLAT (ORB 2829, PG. 449) -o LIMITS OF PLAT, 2 �21 *11'S9" N90'00'00"E 253.74' PC � N51 2213E N&D FORCE MAIN AND LIFT STATION S12'35'13"E LOT 2 \ L=314.50 + EASEMENT "A" ' 29.99'` R=85.00 (ORB 2829, PG. 449) ' 41.74' I=135.00 " _ N90'00'00"E 333.41' 21.980 AC CD=312.71 A--23 37 02 L W �26 45 58 _ CB=S30'59'47"E &D L=35.04' N N I L=63.07' \ CD=34.79' ' IV CD=62.49' Nr� N90'00'00"W 260.84' PNT \ N38'37'47"W , \ CB=N26' 49' 16"W R=95�00„ i--o ^ PRC CB=S00'47'45"W + , \ 6.99' ` A=23 3013 � 2 FND PRM MONUMENT I R=25�00 LIMITS OF PLAT �� \ \ =500.00 p�ptf L-38.97I� ILLEGIBLE \ - 1 _ r " QF, 7 _ I d-5318 2 r �, cP \ \ a-4 46 39 M�'�` g33.3 \ \ - CD-38.70 ' - , I I = 34.00 L=23.26 �•' V rE �i CB=S3 15 43 E _ _ _ 190.00 A-46'50040" CD=22.43' a'�. \ \ E=41.69 r �q..59 �5 ..-- ` \�2, \ _ _ - f A-28'59'18" )iL J L=27.80' C6=N63'09'S8"E "css p\� \ \ CD_41.68 " N /' 1 \ `EE; -�- ' -S39 2 28 E I LOT 2 I L=96.13 I CD=27.03' Q, jJ• \ \ CB 1 / / \ PARCEL 11 SANITARY SEWER I ( CD=95.11' CB=S6715 37 W \ 1 , EASEMENT "A" \ 21.980 AC CB=S0018 55 E . r » ST� % \ ' � �� ''� '� \ \ \ (ORB 2829. PG. 449) I r a uvls \ \ I N&D \ i � i \ FND PRM TRACT R-41 �� ` ? LOT 2 i CONIC MONUMENT I P.B. 53, PG. 32) �\% �J \ \ N&D r a �' ' O \ \ 21.980 AC -� ` PT >> >> \ \ \ N34 00 49 E \ ILLEGIBLE FORCE MAIN AND LIFT" ��`. Ayz, \ 49�91' ' WATER MAIN EASEMENT U'=\� J \ STATION EASEMENT "A \ \ N&D N&D \ WATER MAIN EASEMENT A (f1 \ (ORB 2829, PG. 449) N&D PNT / i (ORB 2937, PG. 12) �z \ \ I R=467.33 PRC \ \ •� (ORB 2s37, Pc. 12) \ \ Z -�to I I a=18'46 55 \ \ \ 5311 04 E ���, �� \ ` `\ � ,', I I NOT PART OF THIS PLAT L=153.19� \ \ \ \ 27.65 \��PSQ . `� .,\ \ \ \ ` ` .>�� LIMITS OF PLAT PARCEL 5 CD=152.51 \ \ \\ \ �� e ti9�� \ \ \ "1 \ \ \ cn \ I I (P.B. 53, PG. 32) CB=S32'1220"E �'" ��� \ \ \ \ LOT 2 _ ` \ \ \ � ` \ FND PRM I I _ + \ 21LOT AC \ 1 \ ` "PRM MONUMENT \ \ 6' \ v` ` PC PRM L87062" R-31.33 \ \ 16E LE•E FORCE MAIN AND LIFT » 9 �E STATION EASEMENT "A" NOT PART OF THIS PLAT I I �55 5O 09 , E• 32 VILLAGE PARKWAY , \ 19 \E' E (ORB 2829, PG. 449) / , PG, 2 1•E i �e2. \ ' NOT PART OF THIS PLAT (TRACT R-1) L=30.53 ����' \ "TRACT B" EASEMENT R=183.95 \ -� / (ORB " \-, LOT 2 W.M.T.-1 =34.00 (ORB 3048, PG 564) \ �\ PUBLIC RIGHT-OF-WAY I " CD=29.34 t�10 24 04. 21.980 AC I TRADITION PLAT TRADITION PLAT NO. 6 A=9 55 42 _ +� L=33.39 \ \ (P.B. 42, PG. 5) N II I = ' CB-N05 06 12 E - , ,o CD=33.35' , L 5.89 R 5.00 \ _ \ ,. \� \ \ �\ 1 I (P.BN4o9, PG.. 28) ID:4309-801R 0001_000-6 a CD=5.88CEL' A-86'12'46" \ CB-N9' 49 32 W CB=S81'23'08"E L=7.52' I N5�3'11 29"W \ �\ \ \ , \ N o=485.00' " �\ \ / ��� PARCEL 11 SANITARY SEWER \ INN U ' d=20 02 20 m a - _ _ LIMITS OF PLAT CD=6.83' �'� 8•67' R=45.00 " FORCE MAIN AND LIFT / / X r r » d=74'29 41 " \ r ' \ (ORB 2829E PG. 449) \� I � I I L=169.63 PT S86'20'Sg"E CB-S10 05 06 E PC L=58.51' STATION EASEMENT "A \ TRACT R-41 ap in w -- - --_ _ 402.51' --- - _ _ - (ORB 2829, PG. 449) _ `�' h II op\ I I CD=168.76' (P.B. 53, PG. 32) __-"_ - w M w LOT 2 _ PNT C8=SO4'4724"E I I NOT PART OF THIS PLAT i N N86'20'59"W - _w - 189.05' 21.980 AC - - - N86'2p'S9"W 757 9g, - - W _ \ _ _- _ " I 142.18 -' 8 146.88 R=185.00' 21.980 AC c� 175.31' T43,-- _--� 164.52' - - -- - - fO,,; = A=20'28'16" 28.35' S86'20'59"E - _ _ _ - �" -- ___F_i I I PT 1o_LBE S86'20'S9"E 111.54' 245.55' N w _ I L=66.10' I Z GO M --156.41' 42.33' 79.64 '-' -+� r7 w - - --- -._ - - -- N N I m c5 - S86'20'59"E 295.70' 94. 8' \ s -+-- - _ - - 1^ W N87'30'23"W 259.35' - w I N �a ^ LOT 3 R=15.0016 - N w - - s, / CD=65.75 FND PRM "J N I 0.487 AC a=84'54 40 R=15.00 too -" --r- _ - - - - - - - - - I CB=N4' 46 37 W CONC MONUMENT N ' L=22.23 R=15.00 L=84'54'35 ., �'\ -�� WATER MAIN .. R=31.33 11 �� I N EASEMENT I I I � " 10' LBE A=84'54'39" L=22.23' R=45.00' Q=74'29 41 �� a (ORB PGEMENT A N I PRM LB7062" R=30.00 2937. ^ U z: L=22.23' » L=40.73 M y 12) M a. ef• II PARCEL 6 WATER MAIN EASEMENT "A" &=-57 01 09" A 53 31 44 FND IRON ROD & R=185.00 I I a Li.l -� ORB 2829, PG. 449 L=29.86' , N W A=10'07'54" WATER MAIN I i o �I I N U) ( ) CAP"LB7062" EASEMENT ►n " L=42.04 _ m � �' N72'53 56 W `- \ LOT 1 + / i I WATER MAIN EASEMENT A L-32.71 (ORB 2937, PG. 12) I III I I 3 v II �, 5.34' \ 5.445 AC CD=40.53 i �,� a�rn ' (ORB 2937, Pc. 12) CD=32.67 I / a ►,� N f 3< \ CB=N66'53'09"E N - o CB=No' 23 34 E I I I w (p FND PRM a " o� \\ (OR9 ?a \ W aI 1 LOT 2 I I I I M I I � I CONIC MONUMENT Il.� N66'11 40 W !� " I I PRM L87062 O O a ,� \ SO2S VF \ / 20' UE Z r' o m 21.980 AC N05'27 31 E I I I I I I N IZ 61.33 M \ �c 224 \ A=2'58'37" ` (ORB 5025, �I n 616.07' r '� ' " TRACT R-41 V N6g� 4> \ L=52.39' �. 2244 W m R=1008.33' I I I I I r z I p S�8 43 24 W (P.B. 53, PG. 32) I/ / r ¢�,. \ �' NOT PART OF rn .V lY ,�\ \ ' " M to oI ., I THIS PLAT / �1'08 13 I L =30'14 42 I I I 32' 55.52 uj o 9 \ L=20.01' IN o°'o I L-532.27' 10' FPL to 19, N31 08 41 E p S23'48'20"W \ \ i\ 2S AC \ / EASEMENT I i q It I.E.E.I.E.E.53.63 PC 3.53• / / (ORB 4933. PG. 2819) d MATCH .LINE SHEET 3 PSLUS%PROJECT NO. 11-342-48. CITY OF PORT ST. LUCIE PROJECT NO. P25-064 PLAT BOOK PAGE SHEET 2 OF 9 _ N90'00',00"E 165.21' I LIMITS -OF -PLAT N8N •02'1,0"E �-- - - - - - - - '- 5'02�05"E N&D 8 46.fi3 / N9 44�80'"E 102.27� \ PNfi / N&D /I $05'07'59'�E _ r N&PC I 45.90' R-14.00 A--89'49'51" / Pr PC L=21.95' ND �N&D CD=19.77' N05'07'S9 W " I 32.04' l CB=N 50 02 55» W = 500.00' LIMITS OF PLAT \t- d=15*1549/ PLAT BK 138 PG 31 TRACT R-41 (P.B. 53, PG. 32)� NOT PART OF THIS VPN R=930.00' d=2'59'58"L=48.69' CD=48.68' CB=N21'19'25"E PCC r' PRC 1 L PRC 1 PC `VILLAGE PARKWAY (TRACT R-1) PUBLIC RIGHT-OF-WAY TRADITION PLAT NO. 6 (P.B. 42, PG. 5) NOT PART OF THIS PLAT /\ r No, •44'33 "E 1I I I 1 1MATCH LINE SHEET 2 1►. 1 6 16' I 150.98' I.E.E..E. I.E.E.6.E' t. \7 �. �(T 1'N6=1143 27 LEE.I L=37.86, PC ' S058.5'423' '24"W CD=37.79 UE (PB 53, PG 32) 5.445/AC CB N7' 36' 17"E Iro FND PRM I a=44 52+23 ti� / / / I III I I I I I 1 ' CONC MONUMENT L=45.42 / �" / / 4AC I I I i / i "PRM LB7062" CD=44.27r �J Q / / / 5.45 ' -130.00 I 1 I I PARCEL 11 SANITARY SEWER - + co EASEMENT "A" ) I/ a=17 59r40» O (ORB 2829, PG. 449) co .� iL=40.83I ma I co I / CD=40.66r �� / 1_ I �, I I I i CB=N13'03'09"W / / r o�m / � M 1 LOT 2 I II I (I �Ir�, / =1425.00 =58.00 I I 21.980 Ac _I / Io / b-7 52 49 (P.B. 53, r » PG. 32) a= 20 25 37 /� / r / _ I 1 a I I LOT 2 Lr -� / co / o L-195.99' L=20.68' / /�/�/ sss�oo 48 E / J N W I I 21.980 AC �1 1 M o� / CD=195.84 20.1� �/� [I nI� I I j / N CB=S12'39'48"W "PARCEL 6A WATER MAIN CD=20.57 /�/ / / it ."t I I -I / / EASEMENT A" CB=N14'16'07"W / �/ / UE �� I �� ° I M I (ORB 2829, PG. 441) / / / /� I o0 2 I 1 ^ I 1 r' I CONC MONUMENT FND PRM (ORB 5025, / G. 2244) / ; no 1 I I 1 1 I I "PRM LB7062" _o ORB 5049, N24'00'27"E ' n I U I Z I PT N: 42771.86' I 1 I E: 842771.88' / (PG. 2202) 20.00 N i \,\ N66 00 48 W NOT PART OF THIS PLAT PARCEL 7 (P.B. 53, PG. 32) THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. '-SURVEYORS - ENGINEERS - PLANNERS 77900 GLADES ROAD, SUITE 100 ,,A AR TON, FLORIDA 33434 - (561)392-1991 �ERTIFICATE\OF AUTHORIZATION NO. LB3591 NOT TO SCALE T ELANDING AT T1��1 TlON BEING A REPEAT OF ALL OF PARCEL 6, 6A9 10 AND 11, OF TRADITION PLAT N0. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. AIN NORTH GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 50 FEET PLAT BOOK 1�9- PAGE at - SHEET 3 OF 9 SURVEY NOTE: SEE SHEETS 4 THROUGH 9 FOR EASEMENT DETAILS *�■ r - - - - - - --' -� _ - - - i' T � 31'08'41 "E 53.63' LOT 1 \ \ \ 10' FPL /25.41' / / ' I I I r ~ / NOT PART OF THIS PLAT / \ \ EASEMENT i ' /� � ' g W.M.T.-1 (ORB 4933, PG. 2819) / I \ -" / / / / TRADITION PLAT 1/ I I -! ) / \\ \ \ \ \ ORB 5025 / �1'1'0'29" 119' I 19, 1 I // / / / P.BN409, PG.. 28 / . ,.E I I / o ( ) (PG. 2244) � � -�' , L=20.68 f f. f. WATER M R-21.33/ MAIN EASEMENT \ \ \ N660g4 �' \c=95'27'54: / I f f / (ORB 2937, PG. 12) L-35.54 �ocly � 293 • S4, wR9 � �\\� �� vb / / l R- 35.00 oaJ / / '27\p4s 44 d=47;08 Mq/70 L-28.80 F r PARCEL SANITARY SEWER/ / 'yFF�RT of gSeMFNr �/� - CDL 27.99 III 1 P c 11 s T / / m zl� T/Y/ \ I I ! _ r » 1 (ORB 2829EASE PG. 449) TRq S s� \ \ ' / CB N63 56 37 W �� ,PARCEL 1'1 SANITARY SEWER 1 E I16' Ll ape s rRF�TgT \ lI� N87'3O'SO"W \ EASEMENT "A" LEE. .E.E. 44 M / 16, 32.-29_ (ORB 2829. PG. 449) I / 29 FqS 6. 32 FND PRM PC yFi�T q , l _ \l �� 1 I.E.E./ / CONC MONUMENT % / �°j• \ \ ?) (� \�_� I I 1 / / "PRM LB7062" (o \ \WATER,{ PARCEL 11 SANITARY SEWER 2' N:1066336.45' \ \ \� N& I I I � MAIN EASEMENT A � I f \ PNT PC S84 34 23"E I I I � (ORB 2937, PG. 12) � , EASEMENT "A" •f / E:842705.29' _ �--1 - 14.82' 1 \ (ORB 2829, PG. 449) �/ S87'30'50=E 05.37' - \ - IL- - - / --- - - - -- / I / S87 30'5'0"E 370.47'- -" - - - - L cl- PARCEL 11 SANITARY SEWER / - - / • �� - - _ S84' 4 34'23_!� 61.67' NOT PART OF THIS PLAT ( EASEMENT A� / __ _N87 30/50"W 405.84' - =-_ 23 E 176.49'_ _ j- / �c7 PARCEL 8 ORB 2829, PG. 449 / NO2.29'1O"E N&D 45.67' U UMITS/ OF PLAT / ,/Lu ,�� r' �"" PC FND PRM 6R 5.00' 1 CONC MONUMENT PARCEL 11 SANITARY SEWER/ O•M LOT 2 0=77'55'20" "PRM LB7062" EASEMENT "A" PRIVATE DRAINAGE N 21.980 AC L=88.40' NOT PART OF THIS PLAT (ORB 2829, PG. 449) I EASEMENT I O V PRIVATE DRAINAGE PARCEL 9 (• � PRC EASEMENT � Q 53, PG. 32) / PNT (P.B. 53, PG. 32) Pm,- (P.B. ti� ��'• -119 00' PARCEL R=244.00' \ �' \ �,�,• ti0, � �' � d=13'27'S1 ' R=50.00' tiok .eG'i L=57.34� �81'36'25; CONPI LEGEND/ABBREVIATIONS CD=57.21 r »� \L=71.22/ / A - DELTA(CENTRALANGLE) CB=S85-45-51 W CD=65.35' N1 AC - ACRES\ / CB - CHORD BEARING CB=N�60'09'5,3"W / CBE - CONSERVATION BUFFER EASEMENT \ / DE TANCE D- DRAINAGES EASEMENT _ I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32 \ L - ARC LENGTH LB - LICENSED BUSINESS / LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT \ / WME - WATER MANAGEMENT EASEMENT \ ORB - OFFICIAL RECORD BOOK \ / P.B. - PLAT BOOK PC - POINT OF CURVATURE \ / PCC - POINT OF COMPOUND CURVATURE \ / PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT - PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ■ PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&Dp PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" ©- DENOTES FOUND PERMANENT REFERENCE MONUMENT - A - DENOTES SET IRON ROD & CAP 1133591" • - DENOTES FOUND IRON ROD & CAP "L87062" 0./ ` d=35'40'48" / \ L=74.11' PC CONC MONUMENT CD=72.91' "PRM LB7062" CB=S39'02'28"W INUMENT LB7062" \ PNT 33.60' N88'22'51 `E 30.64' R=70.00' a=58*30'11" L=71.47' CD=68.41' CB=S27'37'46"W PSLUSD PROJECT N0. 11-342-48 /CITY OF PORT ST. LUCIE PROJECT N0. P25-064 PLAT BK 138 PG 32 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 NOT PART OF THIS PLAT PARCEL 4 (P.B. 53, PG. 32) LOT 2 21.980 AC NOT PART OF THIS PLAT PARCEL 5 (P.B. 53, PG. 32) LOT 2 21.980 AC S86'20'S9"E 452.11' R=942.00' LOT 3 BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. LEGEND/ABBREVIATION S - CENTERLINE - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P..B.. - PLAT BOOK PC--l!-P,OINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVA'TE DRAINAGE EASEMENT PG — P�A,GE PNT - POINT OF -NON TANGENCY PRC - POINT"OF REVERSE CURVATURE PST - POINT OF TANGENCY PPUE`YPUBLIC UTILITY�EASEMENT s - DENOTES PRIVATE�UTILITY-,EASEMENT �R - RADIUS R/W,- RIGHT=OF-WAY (R') - INDICATES`RADIAL LINE Ul. - UTILITY EASEMENT WMAE /WATER�M�ANAGEM€NT ACCESS EASEMENT ■ PRM - DENOTES SET/PERMANENT REFERENCE MONUMENT 18 - 5/8 /IRON ROD & CAP STAMPED C&W PRM LB 3591 N Dp PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" O - DENOTES FOUND PERMANENT REFERENCE MONUMENT A- DENOTES SET/IRON ROD &-CAP-"EB3591" • - DENOTES FOUND IRON ROD & CAP "LB7062" R=31.33' A=74'29'41" L=40.73' A=0 1 z 09 L=85.53' 0.487 AC S25'25'54"W 85. 18.00' S79'32'22"E SURVEY TIE LINE N25'09'17"W 28.80' 6 `N 10.00' PARCEL 6 WATER MAIN EASEMENT "A" ����' (ORB 2s2s, Pc. 449) S25'09 17 E 6� �6 / R=942.00' 10.00' `' S3% N63'47'26"E A=1'22'53" 17.43' L=22.71' S10'27'38"W N63'47'26"E 22.71' 21.59' rn� R=20.00' 1Q, . A=40*29'07" N79'32'22"W R=10.00 ' r L=14.13' 29.13' A=81'54'38" 'a 00 L=14.30' K' 10' FPL EASEMENT LOT 1 (ORB 4933, PG. 2819) Lo 5.445 AC U) ' o N rn Zo to r J I l to I MATCH LINE SH. NORTH GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 50 FEET NOT PART OF THIS PLAT PARCEL 12 (P.B. 53, PG. 32) PLAT BOOK J'.�.— PAGE 32 SHEET 4 OF 9 SURVEY NOTE: SEE SHEETS 4 THROUGH 9 FOR EASEMENT DETAILS 4753 w S81'36 " N74'59'15"E '3E ' 21.73 N o53.03, pq - N08'23'22"E ' o N 39.06' a: co Z 53.03' N8136'38"W a) / M 3 00 N Iw �N Ncq M � N 'oo O 2 PARCEL 11 SANITARY SEWER EASEMENT "A" �32� (ORB 2829, PG. 449) �\�40 �g"E o `— "� 5�4q AO� Og W ? cr s pO` N N w `N 1 1 S87'05'30"W co .- PARCEL 11 SANITARY SEWER co I "A" N N I M 00 EASEMENT PG. 449) N (ORB 2829, / w �o )Lo z Iul O �cn I e NET 5 NOT PART OF THIS PLAT W.M.T.-1 TRADITION PLAT NO. 36 (P.B. 49, PG. 28) r m m m m m m 1 PSLUSD PROJECT N0. 11-342-48 CITY OF PORT ST. LUCIE PROJECT N0. P25-064 PLAT BK 138 PG 33 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAU LEI ELD and WHEELER, INC. // SURVEYORS - ENGINEERS - PLANNERS �7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 CERTIFICATE\ OF AUTHORIZATION NO. LB3591 VILLAGE PARKWAY NOT PART OF THIS PLAT PARCEL 7 (P.B. 53, PG. 32) 0 f or TO SCALE PLAT BOOK 13 PAGE 372 SHEET 5 OF 9 BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 419 GRAPHIC SCALE AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, 50 0 25 50 100 FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 50 FEET SURVEY NOTE:. SEE SHEETS 4 THROUGH 9 FOR EASEMENT DETAILS MATCH LINE SHEET 4 r---------------------07m'm-- I zo I N N 100 WI 13 OI IO Lo - - - ----——----------------------------------- N504235 ��E zl Io PG. - HAUL PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ■ PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&Dp PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" O - DENOTES FOUND PERMANENT REFERENCE MONUMENT ♦ - DENOTES SET IRON ROD & CAP "LB3591" • - DENOTES FOUND IRON ROD & CAP "LB7062" NOT PART OF THIS PLAT W.M.T.-1 TRADITION PLAT NO. 36 (P.B. 49, PG. 28) PSLUSD PROJECT N0. 11-342-4E CITY OF PORT ST. LUCIE PROJECT N0. P25-064 PLAT BK 138 PG 34 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. '�')SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOCA RA -TON, FLORIDA 33434 - (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. L83591 NOT PART OF THIS PLAT PARCEL 4 (P.B. 53, PG. 32) NOT PART OF THIS PLAT PARCEL 5 (P.B. 53, PG. 32) LOT 3 0.487 AC LOT 2 21.980 AC LOT 2 21.980 AC BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 419 AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. iR EASEMENT DETAILS PLAT BOOK PAGE 34 SHEET 6 OF 9 LEGEND/ABBREVIATIONS (E - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P.B. - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE NORTH PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PNT - POINT OF NON TANGENCY GRAPHIC SCALE PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY 50 0 25 50 100 PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS ( IN FEET) R/W - RIGHT-OF-WAY INTENDED DISPLAY SCALE: (R) - INDICATES RADIAL LINE 1 INCH = 50 FEET U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ® PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&Dp PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" O - DENOTES FOUND PERMANENT REFERENCE MONUMENT A - DENOTES SET IRON ROD & CAP "LB3591" • - DENOTES FOUND IRON ROD & CAP "LB7062" S82'59'06"E NOT PART OF THIS PLAT 14.68 PARCEL 12 S60'29'06"E (P.B. 53, PG. 32) 23.03' S16'21'33"E 19.37'7 5� � 15"W 9 N51'22'13"E S7� 5 10.87' w N74'S9'15"E N73'38'27"E '� S61'42'42"E 10.00' o ;7.77' 01 11.51' '21'33"W o � N61'42'42"W N16' 11.51' 23.42' Lo N74'30'S3"'E N15'29'07"W z 0.0 n o 27.39' N60'29'06"W \ 8.18' 29.07' N N15'29'07"W » N82'59'06"W ' \ N07'00 54 E S82'59 06 E 10.00 \ S74'30'53"W , \ 30.98' 16.67 [27.40' 27.39' --' N07'00'54"E L_ 3 i �-�` �� \ 10.00' S82'S9'06 "E L=53.89' i �� / , \ \ N07'00'54"E N8 80 8�-» o R=500.00 A81� �. N15 29 07 W \ 21.30 ,. 59 06 W " 4 32, 58"i 16.28 ' =2'1518 \ N29'04 59 E NOT PART OF THIS PLAT L=19.68' i�g79 go \ \ 4.36 5"E ` N82'59'06"W W.M.T.-1 N-1 \ 27.40' TRADITION 3�PLAT �- .� .� S07'00'54"W N57'1146'E i \ ? Z \ \ (P.B. 49, PG. 28 ) � 33.44' �.� i ' Z \N LT%o �123 �g5 W 30.61 "Lp cr C i 7 lk.3p 5 cr \ WATER MAIN EASEMENT A to r (ORB 2937, PG. 12) o\ S15'21'31"E z \ \ Tn 13.81' \ '�X S57'11'46"W \ WATER MAIN EASEMENT A N74'38 29 E N74'38 29 E 31.92 �,\ �, (ORB 2937, PG. 12) 10.00' 29.99' \ \ Lp co 3s N32'48'14"W N15'21'31"W \ Vat. 10.00' \ \c°� 5.84' \oY S32'48'14"E \ 0'55"E \ 109.30' WATER MAIN EASEMENT A \ N7 _ (ORB 2937, PG. 12) \ \ ? �8/ \• cr 0. � r i w 126 \ % ir,cP\ a � \ WATER ( EASEMENT ORB 2937,PG. 12) \� 25.46' 4.15' \ LOT 2 N - Z N7 SO4'47'48"W co� o / \ \� 21.980 AC o o. U, �\ \ 162.73, �L, LOT 2 o� \0 21.980 AC t°= 575�000 \0000 c'- I L N15'56'40"W 000 . S74'30'S3 W 1 N67 5 '30" \ 25.46 �-- 22.95 30.51' 1 1 40 57-17"E N15'29'07"W ,I \ \ 41.33' 0000 I le 228.84 0*10 �� \ _ N N I I t0 (O N22'03'30"W 3 LOT 1 10.00' 5.445 AC ( 1-0 I °r° S67'56'30"W N I N I I 30.42' 0 M z o 000, 0*10 N21'34'28"W N I3 I 9.52' w 000 Ln rn o Io000 ♦ o of IN 0 z) I MATCH LINE SHEET 7 PSLUSD PROJECT N0. 11-342-4i CITY OF PORT ST. LUCIE PROJECT N0. P25-064 PLAT BK 138 PG 35 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 ATONE, FLORIDA 33434 - (561)392-1991 CERTIFICATE\ OF AUTHORIZATION NO. LB3591 N 23'42'13"E 710.00, S60'33'07"E 18.65' S14'47'16"E 21.79' S57'52'05"E 22.89' S66'08'42"I 10.00' N 22'06'35"E 27.21' S: 2� PLAT BOOK l3� PAGE 2 SHEET 7 OF 9 BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 419 50 0 25 50 100 00 00 AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, mi 6mli00 FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, CI OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA. IN FEET) ♦ ♦ �N THE CITY INTENDED DISPLAY SCALE: ♦ ♦ 1 I 1 INCH = 50 FEET O ♦♦♦ �I I3 ♦♦� NI ♦ `t ♦ ♦ w �o ♦ ♦ ♦ ^ I N S85'02'43"E NORTH ' � .� o I 25.86' NOT TO ' 00 00 ♦ ♦ I I `I w I SO4'57'17"W '�I S85'10'I�10.00' 0.41 SEMENT DETAILS MATCH LINE SHEET 6 2502.43"W N04'S9'„"E 8NS047 48 W S85'00'49"E S85'02'43' 40.58 N I 28.66' I L 26.28' o I I ro w -1 N I I r7 'o� rSO4*5__. 3 S85'00'42"E z I co L �3 15.847,17„W : t 14.91' I o ^ I� t " 1�n z N N8510 41 W 0' w " 26.24' P ( P oo. N 8 4 54 44 W It 0 I o WATER MAIN EASEMENT A rn o I 33.95' voi 86" 9'59"E z ( (ORB 2937, PG. 12) F) o N04'47'48"E J �'�') 20.74' "' 0 26.95' ya /� „ I I z I �. N49'57'17"E � �� 1 =0 34 21 0 39.02 ( o, L=10:07' I LOT 2 co N04'31'19"E I N85'00'42"W I I co 48.14' S84'37'S5"E I 21.980 AC 14.91 w 4-37'5 �r 01'05'32"E I I3 - _..!' Ire 36.53' co o) rn c 18' 19"E -� ( LOT 2 o N 16.08 1'41"E 1 'co)I o 21.980 AC z �3 v� 10.00' - I N84'41'00"W w �18'19 W \J�J NI 34.54'co I io It 16.01' wl zonl w zo 24.25' ' I ' z S71'42'24"E Q / WATER MAIN EASEMENT A \ / / I 26.96' h, (ORB 2937, PG. 12) •d 4� N 14 47 16 W 0 21.43' S2' �\ \ ►�I �•- I NOT PART OF THIS PLAT O'5 S oy/ S84'15'09"E I W.M.T.-1 "� N22'07'50"E �N / IN� 13.71' I " N71'42'24"W� / TRADITION PLAT N66 21 21 W ? F / w I N18 41 45 E 26.89 NO. 36 /^ \ \ 27.68 I t 46 Al' NOT PART OF THIS PLAT 13.62 1 i� \ \ ?SS rW I N ( ) p h \•Os• , •. / 3 b S71'18 15 E v P.B. 49 PG. 28 PARCEL 7 :� / \ \ sss•o8 42 E ,� / (P.B. 53, PG. 32) S68 09 23 E N �� .y' \ \ \ 10.00 ►� oo I N18'41'45"E 10.84' / /N _ � N / io 29 52' ;� I:n O 12.81' 0 6636 3,\ \ \ \ z z I N71'18'15"W N21'50'37"E N MFF�� oT p\ \ J S??. I N84'15'09"4 _ I J N16'31' 10.23' / f 16.24 10.00 G' S, qRT OF s? \ \ 2�6 O�S50 I 13.84 �� S71'39'41"E / N68'09'23"W " rpeFFr Tti/s p�q \ \ \ \ \ S �' / I 21.52' J /� 12.81' N68 09 23 W PogcT T �63), I N19'S0 29 E N21'S0'37"E 10.00' 32) pjQ� rtv /�' \ \02'F NO2'32'15"E 41I 26.44' / N18'41'45"E 41 O, / \ \ 1 32.22' „ I N71'1815 W `i�23.99 21.13 ^ h J s� \ \91, 6?, S87�26 26 E ° 22.04' /J / `�' 0 66;3 \ \ i I S71'19 140' 5.00' 46 W N \ \ 29.26- / S02-32'15"W rn , � „ �O �� / r 32'22 WATER MAIN EASEMENT A o 10.00 " -_� 5.00 , =cy soh �co 00,�\ \ \ ' N 18'41 13 E \ (ORB�937, PG. 12)� z 27.05' 766, )6' \ "j S87'26'26"E- 117.35' J �\� N71 *18'18"W� N6)1000, \ �_ - _ I-- - - - _ _ _ _ S87'26'26"E,322.79' S84' 24.31' / S71'19'14"E ?3S0" N8726'26"W 20 - ` - - -, ,� -� - - - -\_ 1 3�26"E N49'Ol'45"E_�---i ,C 16.81' 5.96 - LEGEND/ABBREVIATIONS (t - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P.B. - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ® PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&DO PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" p - DENOTES FOUND PERMANENT REFERENCE MONUMENT A - DENOTES SET IRON ROD & CAP "LB3591" - DENOTES FOUND IRON ROD & CAP "LB7062" NOT PART OF THIS PLAT PARCEL 8 (P.B. 53, PG. 32) NO2'32'15E 44.92'-\, Ll 10.00, N87'26'26"W NOT PART OF THIS PLAT PARCEL 9 (P.B. 53, PG. 32) S02'32'15"W N87'26'26"W 44.92' _ S49*01'45"W 16_54VS49*01'45"W 42.96' Li N84'53'26"W S40'58'15"E 27.29' S49'01'45"W'8.58 N 40'58'15"W 27.29' PSLUSD PROJECT N0. 11-342-48 /CITY OF PORT ST. LUCIE PROJECT N0. P25-064 PLAT BK 138 PG 36 S89'12'38"E 15.76' N89'12'38"W 6.14' N18'03'54"W 26.81' S18'03'54"E 34.70' N07'15'34"W 81.43' Line Table Line # Length Direction L27 24.39 S13'02'48"E L28 30.27 N89'46'54"E L29 6.20 N17'20'22"W L30 20.95 N90'00'00"E L31 14.54 S17*19'52"E L32 81.04 S5'24'44"E L33 20.00 S84'35'16"W L34 70.86 N5'24'44"W L35 30.12 S89'46'54"W N90"00I L 8 � L30 �L35 7 1 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULFIELD and WHEELER, INC. /SURVEYORS - ENGINEERS -PLANNERS � _�900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 /CERM-FICATE-701F AUTHORIZATION N0. L83591 NOTE: SEE SHEETS 4 THROUGH 9 FOR EASEMENT DETAILS R=546.34' 6=4'S4'24" NOT PART OF THIS PLAT L=46.79' PARCEL 4 N82'47'03"E (P.B. 53, PG. 32) 3194' d=1'03 0�2" L=10.02 R=546.34' A-= 9'18' 23" L=88.74' 202.97' , I WI\ -SANITARY SEWER EASEMENT "B" N I (ORB 2829, PG. 449) L3J S07'15'45"E 81.65' I NOT PART OF THIS PLAT PARCEL 5 I (P.B. 53, PG. 32) LOT I 1 SO4'46'41 "E 21.980 97.78' FORCE MAIN AND LIFT STATION I I EASEMENT "A" (ORB 2829, PG. 449) II S01'24'45"W I 56.44' I FORCE MAIN AND LIFT STATION EASEMENT "A" L(ORB 2829, PG. 449) 21.980 qC S85'34'26_E 797_39mmm alum No". '�' ...- ...., .....n N85'34'26"W 808.52• sm. or. low. U..m MATCH LINE SHEET 9 R=882.67' A=6'S1'39" L=105.69' I WATER MAIN EASEMENT (ORB 2937, PG. 1,2) A=1'08'52" L=10.02' N 82'47' 32.93i LOT 2 21.980 AC BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. PLAT Z 52) 0 �l NORTH GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) INTENDED DISPLAY SCALE: 1 INCH = 50 FEET LEGEND/ABBREVIATIONS ¢ - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P.B. - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ■ PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&DB PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" QQ - DENOTES FOUND PERMANENT REFERENCE MONUMENT A - DENOTES SET IRON ROD & CAP "LB3591" • - DENOTES FOUND IRON ROD & CAP "LB7062" S15'00'45"E 20.00' N74'59'15"E 20.00' SANITARY SEWER EASEMENT "C"-- S74'59'15" W 34.10' N 74'59'15"E 10.00' S15'00'45"E 10.00' WATER MAIN EASEMENT N74'53'39"E (ORB 2829, PG. 449) (ORB 2937, PG. 12) 36.73' 5 v7r IV ABS15*15'35"E S74'59'15"W 11.00' 54�5g, 0 10.00 g g6 „ PLAT BOOK �- PAGE 3� SHEET 8 OF 9 S15'00'45"E ' v= S7 4 5 20.00' o - �S15'00'45"E N74'59'15"E N15'00'45"W 19.45' SURVEY TIE LINE 20.00' 10.00' i N08'29'24"E N15'00145"W 11.97' 42.67' S15*15'35"E N74'54 09 E 21.00' S74'54'09"W 28.00' 8.93' N15'45'50"W S14'13'23"E 43.00' \ 31.11, S59'13'23"E S74'54'09"W \�_-23.38' 8.69' N14'13'23"W ` ` NOT PART OF THIS PLAT 35.10' W.M.T.-1 TRADITION PLAT N 59'13'23"W NO. 36 23.38' , (P.B. 49, PG. 28) FORCE MAIN AND LIFT STATION EASEMENT "A" 1 car 1 1 i i I ' 0� SLU-SD PROJECT NO. 11-342-41 CITY OF PORT ST. LUCIE PROJECT NO. P25-064 PLAT BK 138 PG 37 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS OF CAULEIELD and WHEELER, INC. SURVEYORS - ENGINEERS - PLANNERS 7900 GLADES ROAD, SUITE 100 BOC R TON,, FLORIDA 33434 - (561)392-1991 /CERTIFI ATEXOF AUTHORIZATION NO. LB3591 OWN N� "I / Z "m wwm"7 -"7 -- 7 -- 7 -- -- _- . - . �►� ►�► EASEMENT EX91BIT BEING A REPLAT OF ALL OF PARCEL 6, 6A, 10 AND 11, OF TRADITION PLAT NO. 41, AS RECORDED IN PLAT BOOK 53, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 39 EAST, NORTH THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 50 0 25 50 100 000 ( IN FEET0 ) ' INTENDED DISPLAY SCALE: 000 1 INCH = 50 FEET 000 NOUN _000 _____mmm mum MATCH LINE SHEET 9 ��� mwm�0 S80'02'41 "E LOT 3 ._ �" = own mown 21.19' 0.487 AC d=2'S8'37" _ MEMO own _ "" "m _ _ '' S35'13'49"E N23'48'20"E L=52.39' �" a•• _ mm 29.31' 20.00' \ � S57'43'49"E LOT 1 S83'06'21 "W 17.13' \ 5.445 AC S89552 5"W/ 18.75' S57'43'49"E 20.00' \ <\ \ -66- 4 N65'37'27"W �o o S32'16' ,1 "W �\ \ \ 10.79 N 2422 33 E i- ti h 15.00' N66�-(oRe 20�62 &p • ,-- \ 20jUE �^�SG2S 20.00 / / (ORB 5025� N68'48'20"E 01v\ �pG \ N65'37'27"W-�� PG. 224/4 '57'19"E N �4 8 \??44 ` ' 20.00' ?3 4 0' ) , % „ 15.12' �\ S 8 \ S89'55 55 W \ 66y7, 2p•• 28.14' 99 S 40 •F �0. S7 , // S57'43 49 E' (O \ 1 r� s020• U \ ry S83'06 21„ W 0=1.08 13 27.73 \ '� \ zs pF \ °` 20.44' L=20.01' \ S23'48'20"W 0"W� c ? 244 a J � N66'11'4p 312.40' N80'03'11 "W 72.35' / ci 12.95' ` N23'48'20"E N35'13'49"W S23'48'20"W 70.51' 25.04' 24.22' 78.9f N 57'43v ' /3 / LOT 1 /ry / 0 5.445 AC S68'48'20"W a cb N 49.99' o,°j� ��� P) LOT 1 rcv /Cb -5.445 AC N72'23'17"E 2 S61 *12'20"E .96 /ryvco,/ .. 37.44' N28'423.00 N61'12'20"W 20.00' \� / / / A100. N9000Op•� uE 0, 70 . p p, (ORB 5049, PG. 2202) op•F Sp o. \i \ 6,� 3\SOS 65 7s, 000 p,F N28'47'40"E .. \ 9 S .� S 824. 3.00' 39.56317 W �3 170 S1 16�� N61 *12"20"W S6•08.SE66,o389 ,4S4?48'b.F � �S23'49'21 "W l6se'�17.08 26.01' \S02Spq /\ ' I S20'27 21" E N22'57'29"E 2244) \3g77.25' S6608'42"E 8 S4F39.10 20.00' Ssm N \ r7 d tiJ pgRT , S4 "W� p "V op S6TNis p �2p 97 , F Y Nor NOT PART OF THIS PLAT (/? cT PARCEL 7 e 53 pRFFT (P.B. 53, PG. 32) G 32)1 S22'57'29"W 19.35' N67'02'31 "W 28.75' N20'27'21 "W S22'57'29"W 58.37' 20.59' NOT PART OF THIS PLAT PARCEL 8 (P.B. 53, PG. 32) .J N 00 vi J a R=21.33' d=95'27'54" L=35.54' LOT 2 21.980 AC SURVEY NOTE: SEE SHEETS 4 THRO NOT PART OF THIS PLAT PARCEL 9 (P.B. 53, PG. 32) LEGEND/ABBREVIATIONS q - CENTERLINE A - DELTA (CENTRAL ANGLE) AC - ACRES CB - CHORD BEARING CBE - CONSERVATION BUFFER EASEMENT CD - CHORD DISTANCE DE - DRAINAGE EASEMENT I.E.E. - INGRESS/EGRESS EASEMENT (RECORDED IN PLAT BOOK 53, PG 32) L - ARC LENGTH LB - LICENSED BUSINESS LBE - LANDSCAPE BUFFER EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT WME - WATER MANAGEMENT EASEMENT ORB - OFFICIAL RECORD BOOK P.B. - PLAT BOOK PC - POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PDE - PRIVATE DRAINAGE EASEMENT PG. - PAGE PNT - POINT OF NON TANGENCY PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENCY PUE - PUBLIC UTILITY EASEMENT PSLUE - DENOTES PRIVATE UTILITY EASEMENT R - RADIUS R/W - RIGHT-OF-WAY (R) - INDICATES RADIAL LINE U.E. - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ® PRM - DENOTES SET PERMANENT REFERENCE MONUMENT 18" - 5/8" IRON ROD & CAP STAMPED "C&W PRM LB 3591" N&DO PRM - DENOTES SET PERMANENT REFERENCE MONUMENT NAIL & CAP STAMPED "C&W PRM LB 3591" Q. - DENOTES FOUND PERMANENT REFERENCE MONUMENT ♦ - DENOTES SET IRON ROD & CAP "LB3591" • - DENOTES FOUND IRON ROD & CAP "LB7062" NOT PART OF THIS PLAT W.M.T.-1 TRADITION PLAT NO. 36 (P.B. 49, PG. 28) PSLUSD PROJECT N0. 11-342-4E CITY OF PORT ST. LUCIE PROJECT N0. P25-064