HomeMy WebLinkAbout130 17-24 Verano South PUD 1 - Pod D - Plat No. 6CFN # 5432652 PLAT BOOK 130 PAGE ft Recorded 01/17/2025 02:20:44 PM SAINT
LUCIE COUNTY Deputy Clerk NOBLES
VERANO P / D. I POD D — PLAT NO. o LUCK PLAT BOOK
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BEING A REPLAT OF ALL OF TRACTS "CA-8", "CA-9", "CA- 12", WATER MANAGEMENT TRACT - 2, AND�'o
ti C,9 BLVD' ,
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WATER MANAGEMENT TRACT - S VERANO SOUTH P.U.D. I - POD D - PLAT NO. S REPEAT ACCORDING 4�5G �
DESCRIPTION G ti CROSSTOWN
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES I THROUGH 10, INCLUSIVE, OF THE w �� PARKWAY
BEING A REPLAT OF ALL F TRACTS "CA-8" "CA-9", "CA-12 WATER MANAGEMENT TRACT - 2, AND WATER ��FILE NO.
� � ' PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32 DEL RIo BLVD.
MANAGEMENT TRACT - 5, VERANO SOUTH P.U.D. 1 - POD D - PLAT NO. 5 REPLAT, ACCORDING TO THE PLAT SITE O
THEREOF AS RECORDED IN OLAT BOOK 129,iOXGES 1 THROUGH 10, INCLUSIVE, OF THE PUBLIC RECORDS OF ST. TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA. A cRA wp'�
LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32 TOWNSHIP 36 SOUTH, RANGE 39 EAST, O N 'V DATE
CITY OF PORT ST.•LUCIE, ST.'LUCIE COUNTY, FLORIDA,-AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: rx
W
O MENCE THE/TE�SECTION OF THE -SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE SOUTH FLORIDA TRADITION GATLIN
WATER MANAGEMENT DISTRICT CANAL NUMBER C-24, AS\SHOWN ON THE RIGHT-OF-WAY MAP FOR SAID CANAL � PARKWAY BLVD. TIME
C-24, CHECKED'DATED 11/25/58 AND REVISED ON 02/23/59 AND THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF THE DESCRIPTION (CONTINUED):
FLORIDA EAST COAST RAILWAY�COMPANY "FT. PIERCE CUT-OFF TRACK AS SHOWN ON THE RIGHT-OF-WAY MAPS, Z
PAGES V.3D/6 AND V.3D/7, DATED FEBRUARY 1, 1960 WITH (TRACK! CORRECT" REVISION DATED 04/28/67; THENCE THENCE S.42034'17"W., A DISTANCE OF 68.01 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE CERTIFICATE OF OWNERSHIP AND DEDICATION (CONTINUED): `r O A
S.43°08'38"E., ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE/OF THE SOUTH FLORIDA WATER MANAGEMENT NORTHEAST, WITH A RADIUS OF 17.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, > a W
DISTRICT CANAL NUMBER C-24, A�DISTANCE OF 660.46 FEET TO/A POINT ON THE SOUTHEASTERLY LINE OF THE THROUGH A CENTRAL ANGLE OF 72004'28", A DISTANCE OF 21.38 FEET TO A POINT OF REVERSE CURVATURE OF A U
FLORIDA POWER AND LIGHT EASEMENT, AS RECORDED�N OFFICIAL RECORDS BOOK 348, PAGE 993 OF THE PUBLIC CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 398.00 FEET; THENCE SOUTHEASTERLY, ALONG THE p0,,, ,••a -
LOCATION MAP - -
RECORDS OF ST. LUCIE COUNTY, FLORIDA, THENCE S.44°46'02"W., ALONG SAID SOUTHEASTERLY LINE OF THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08°32'19", A DISTANCE OF 59.31 FEET TO A POINT OF 8. THE PRIVATE STREETS RIGHTS -OF -WAY, TRACT R-1 , AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE wsTR # 5432s52
�' CORNER -Or —TANGENCY; THENCE S.20°57'52"E., A DISTANCE OF 10.00 FEET; THENCE S.69°02'08"W., A DISTANCE OF 96.00 FEET; VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR INGRESS AND EGRESS, ACCESS, STORMWATER AND c P BK 130 Pages 17-24
FLORIDA POWER AND LIGHT` EASEMENT, A DISTANCE OF�1932.16 FEET TO THE NORTHWESTERLY CO_RNER"OF I V Q J C a I e
A RECORDED IN.PLAT BOOK 129 PAGES 1 THROUGH 10 THENCE-N.20°57'52"W., A DISTANCE OF 9.19 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE UTILITY PURPOSES (INCLUDING CAN), AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID RECORDED 01/17/2025 02:20:44 PMr1
VERANO SOUTH P.U.D.1 -POD D -PLAT NO. 5 REPLAT,S11 ASSOCIATION, ITS SUCCESSORS AND / OR ASSIGNS. A NON-EXCLUSIVE INGRESS, EGRESS, DRAINAGE, SAINT LUCIE COUNTY
INCLUSIVE, OF SAID PUBLIC RECORDS, ALSO/BEING/THE POINT OF BEGINNING; THENCE S 38°31'21"E..-A SOUTHWEST, WITH A RADIUS OF 17.00 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 116 2751 , A DISTANCE OF 34.56 FEET TO A POINT OF TANGENCY; THENCE MAINTENANCE AND UTILITY EASEMENT OVER ALL SUCH PRIVATE STREETS RIGHTS -OF -WAY IS DEDICATED TO
DISTANCE OF 162.30 FEET TO A POINT OF INTERSECTION WITH THE.NORTHWES`ERLY RIGHT -OF -WA jL'INE OF S.42°3417�W., A\DISTANCE OF 344.85 FEET; THENCE S.47°25'42"E., A DISTANCE OF 40.00 FEET; THENCE VERANO # 5 COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN
TRACT "R-1", ALSO KNOWN AS LEOPOLD WAY OF SAID PLAT, SAID -POINT ALSO BEING A POINT ON THE S.42°34'18"W., A DISTANCE OF 70.00 FEET; THENCE N.47°25'42"W., A DISTANCE OF 40.00 FEET; THENCE S.42°34'18"W.,
ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES (DISTRICT # 5), ACTING BY AND UNDER DELEGATED MOTE nFo� iTv ri cou n-�nrt� �c
11
SOUTHEASTERLY LINE OF TRACT "CA-9" OF SAID PLAT; THENCE S.51°28'39"W., ALONG SAID NORTHWESTERLY A DISTANCE OF 18.27, FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST, WITH A RADIUS OF AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE
RIGHT-OF-WAY LINE AND SAID SOUTHEASTERLY LINE, A DISTANCE OF 55.65 FEET;/THENCE S.38°31'21"E., 17.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 81°59'39", DISTRICT (AS DEFINED IN THE BELOW - DESCRIBED DISTRICT INTERLOCAL AGREEMENT) IN WHICH THE PLATTED THIS PLAT HAS BEEN REVIEWED FOR COMFORMITY TO CHAPTER 177, PART 1 FLORIDA STATUTES BY A
DEPARTING SAID NORTHWESTERLY RIGHT-OF-WAY LINE AND SAID SOUTHEASTERLY LINE, A DISTANCE OF 60.00 A DISTANCE OF 24.33�FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, LANDS LIE, IN ACCORDANCE WITH THE AMENDED AND RESTATED DISTRICT INTERLOCAL AGREEMENT DATED APRIL PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER CONTRACT WITH THE CITY OF PORT ST.
FEET TO A POINT OF INTERSECTION WITH THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF SAID TRACT "R-1", ALSO WITH A RADIUS' OF 3253.00 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A 9, 2015, AND RECORDED AT OFFICIAL RECORDS BOOK 3733, PAGES 2535 THROUGH 2556, OF THE PUBLIC RECORDS LUCIE.
E POLD WAY SAID POINT ALSO BEING A POINT ON THE NORTHWESTERLY( LINE OF TRACT "CA-8" OF CENTRAL ANGLE OF 00°14'22", A DISTANCE OF 13.59 FEET TO A POINT OF NON -TANGENT INTERSECTION; THENCE OF ST. LUCIE COUNTY, FLORIDA, AS SUPPLEMENTED (DISTRICT INTERLOCAL AGREEMENT), TOGETHER WITH THE
KNOWN AS L O I S.50°49'00"W., A DISTANCE OF 86.00 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE RIGHT BUT NOT THE OBLIGATION TO MAINTAIN THE STREETS, DRAINAGE AND STORMWATER FACILITIES AND
SAID PLAT; THENCE BY THE FOLLOWING THREE (3) COURSES BEING ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY AP
STANCE
- - „ - " TO THE SOUTHWEST,/ WITH A RADIUS�OF-3167.00 FEET AND A RADIAL BEARING OF S.50°49'00"W., AT SAID UTILITIES LOCATED OR TO BE LOCATED WITHIN SUCH RIGHTS -OF -WAY. AN EASEMENT OVER AND UNDER SUCH
LINE OF SAID TRACT R-1 , YE 1) TH D WAY, AND ALONG THE SOUTHERLY RIGHT OF WA POINT
OF SAID TRACT R 1 , INTERSECTION1 THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF STREETS, RIGHTS -OF -WAY AS SHOWN HEREON S ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE,
AS KNOW AS PIACENZA WAY, 1) THENCE N.51 °28'39"E., A DISTANCE OF 42.89 FEET TO A POINT OF CURVATURE OF A 00°45'05 A DISTANCE OF 41.53 FEET TO A POINT'OF NON -TANGENT INTERSECTION; THENCE S.50°03'56"W. A FOR ACCESS BY SERVICE AND EMERGENCY VEHICLES, AND THE INSTALLATION AND MAINTENANCE OF, PUBLIC
CURVE CONCAVE TO THE SOUTH, WITH A RADIUS OF 35.00 FEET; 2) THENCE NORTHEASTERLY, ALONG THE ARC OF DISTANCE OF 284.79 FEET"THENCE N.40°22'55"W., A DISTANCE OF 938.68 FEET TO A POINT ON THE SAID UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT
SAID CURVE, THROUGH A CENTRAL ANGLE OF 90°00'00", A DISTANCE OF 54.98 FEET TO A\POINT\OF TANGENCY; 3) SOUTHEASTERLY LINE OF THE�FLORIDA POWER�AND LIGHT EASEMENT; THENCE N.44°46'02"E., ALONG SAID FACILITIES. THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT BUT NOT THE RESPOSIBILITY FOR ANY
THENCE S.38031'21"E., A DISTANCE OF 111.64 FEET TO THE MOST NORTHEASTERLY CORNER OF TRACT 'CA-1 2" OF SOUTH EASTERLY�LINE, A DISTANCE OF6 876.78 FEET TO -THE POINT OF BEGINNING. MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH PRIVATE STREETS, RIGHT-OF-WAY, ETC.,
SAID PLAT, ALSO BEING THIE MOST NORTHWESTERLY LINE OF LOT 371 OF SAID PLAT; THENCE�S.51 °28'39"W., � / EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE.
DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE OF SAID TRACT "R-1" AND ALONG THE MOST SOUTHEASTERLY LANDS CONTAINING: 2,291,187 SQUARE'FEE\ OR,52.598 ACRES, MORE OR LESS.
LINE OF SAID TRACT "CA-12" AND SAID MOST NORTHWESTERLY LINE, A DISTANCE OF 139.25 FEE `TO THEMOST
SOUTHEASTERLY CORNER OF SAID TRACT "CA-12", ALSO BEING THE MOST NORTHWESTERLY CORNER OF SAID 9. COMMON AREA TRACTS "CA-1" THROUGH "CA-32", AS SHOWN HEREON, ARE HEREBY DEDICATED TO VERANO
LOT 371; THENCE S.02°25'17"IW. DEPARTING SAID MOST SOUTHEASTERLY LINE OF SAID TRACT "CA-12" AND -SAID PROPERTY OWNERS ASSOCIATION, INC., FOR OPEN SPACE, LANDSCAPE, AND STORM WATER MANAGEMENT
MOST NORTHWESTERLY LINE OF SAID LOT 371, AND ALONG THE SOUTHERLY LINE OF SAID LOT 371, A DISTANCE - PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS
OF 331.83 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY LINE OF WATER MANAGEMENT TRACT - 2 CERTIFICATE OF OWNERSHIP AND DEDICATION AND/OR ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER TRACTS "CA-1" THROUGH "CA-32" AS SHOWN
OF SAID PLAT; THENCE BY THE FOLLOWING TWO (2) COURSES BEING ALONG SAID NORTHEASTERLY LINE OF' STATE OF FLORIDA / v HEREON, IS HEREBY DEDICATED TO DISTRICT #5, ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND
o " ° COUNTY: St• WOP, / RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF, THE DISTRICT IN WHICH THE
WATER MANAGEMENT TRACT - 2; 1) THENCE S.74 4407 E., A DISTANCE OF 40.80 FEET; 2) THENCE S.36 21 57 E., A
DISTANCE OF 179.92 FEET TO MOST SOUTHEASTERLY CORNER OF SAID WATER MANAGEMENT TRACT - 2, ALSO PLATTED LANDS LIE.
BEING THE MOST NORTHEASTERLY CORNER OF TRACT "CA-11" OF SAID PLAT, ALSO BEING A POINT OF KNOW ALL�EN /BY THESE PRESENTS THAT VERANO DEVELOPMENT, LLC. OWNERS OF THE LAND
NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 815.00 FEET AND DESCRIBED AND PLATTED HEREIN AS VERANO SOUTH P.U.D. 1/ POD D - PLAT NO. 6, HAS CAUSED THE SAME 10. THE DRAINAGE EASEMENTS AND UTILITY EASEMENTS SHOWN OR DESCRIBED HEREON ARE DEDICATED ON A
N RADIAL BEARING OF N. O°2 WITH
A ., AT SAID INTERSECTION; THENCE SOUTHWESTERLY, DEPARTING SAID TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE AS FOLLOWS: NON-EXCLUSIVE BASIS TO DISTRICT #5, ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING
NORTHEASTERLY LINE OF WATER MANAGEMENT TRACT - 2 AND ALONG THE MOST NORTHWESTERLY LINE OF SAID / / /HERE
^SUCH DEDICATION FOR THE USE AND BENEFICIAL. OWNERSHIP OF, THE DISTRICT IN WHICH THE PLATTED LANDS
TRACT "CA-11" AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01014-30" , A DISTANCE OF 1. THE UTILITY EASEMENTS (U.E.), ASSHOWN HEREONARE BY, DEDICATED ON A NON-EXCLUSIVE BASIS TO LIE, FOR THE PURPOSE OF PROVIDING ROADWAYS, UTILITIES, AND WATER MANAGEMENT.
17.66 FEET TO A POINT OF NON -TANGENT INTERSECTION, ALSO BEING THE MOST NORTHWESTERLY CORNER OF FLORIDA POWER AND LIGHT -COMPANY, ITS SUCCESSORS AND ASSIGNS, AS,PRIVATE-UTILITY EASEMENTS FOR
SAID TRACT "CA-11"; THENCE S.29°07'40"E., DEPARTING SAID MOST NORTHWESTERLY LINE OF SAID TRACT "CA-11" THE PURPOSE OF INSTALLATION AND MAINTENANCE OF UNDERGROUND ELECTRIC UTILITIES ONLY, AND NOT DISTRICT #5 SHALL HAVE THE RIGHT BUT NOT THE OBLIGATION TO MAINTAIN ANY PORTION OF THE DRAINAGE
AND ALONG THE MOST WESTERLY LINE OF SAID TRACT "CA-11" AND IT'S EXTENSION THEREOF, A DISTANCE OF FOR VIDEO COMMUNICATION OR OTHER PURPOSES. SYSTEM WITHIN THIS PLAT, INCLUDING LAKES, DRAINAGE EASEMENTS AND THE DRAINAGE FACILITIES LOCATED
190.00 FEET A POINT ON THE SOUTHEAST RIGHT-OF-WAY LINE OF SAID TRACT "R-1 AS KNOW AS LUNATA WAY, / THEREIN.
ALSO BEING A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, WITH A 2. THE UTILITY EASEMENTS (U.E.), AS SHOWWHEREON, ARE HEREBY/DEDICATED ON A NON-EXCLUSIVE BASIS"TO
BEARING F N.29°07'40"W. AT SAID INTERSECTION; THENCE HOME TOWN CABLE TV, LLC, ITS SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF INSTALLATION/ AND THE CITY OF PORT ST. LUCIE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND MAINTAIN
RADIUS S 1 LY, A FEET AND A RADIAL H O MAINTENANCE OF UNDERGROUND TELEPHONE CABLE, INTERNET, SECURITY LINES AND/OTHER ANY PORTION OF THE DRAINAGE SYSTEM WITHIN THESE TRACTS AND EASEMENTS WHICH IS ASSOCIATED WITH
NORTHEASTERLY, ALONG SAID SOUTHEAST RIGHT-OF-WAY LINE OF TRACT "R-1", AND THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 01°48'09", A DISTANCE OF 31.61 FEET TO A POINT OF NON -TANGENT TELECOMMUNICATION SERVICES. 1 DRAINAGE FROM CITY RIGHTS -OF -WAY.
INTERSECTION, ALSO BEING THE MOST NORTHWESTERLY CORNER OF TRACT "CA-14" OF SAID PLAT; THENCE \
" RIGHT-OF-WAY N F SAID TRACT 3. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON ANON -EXCLUSIVE BASIS TO 11. THE-STORMWATER MANAGEMENT TRACTS WMT-1, WMT-2, AND WMT-5, AS SHOWN HEREON ARE HEREBY
5.30 5549 E., DEPARTING SAID SOUTHEASTRIGHT OF WAY LINE AND ALONG THE WESTERLY LINE O S I C 1.
THE VERANO PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS -AND -ASSIGNS; FOR THE PURPOSE OF DEDICATED TO THE VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR STORM WATER MANAGEMENT AND
"CA-14", A DISTANCE OF 130.11 FEET TO A POINT ON THE NORTHERLY LINE OF WATER MANAGEMENT TRACT - 5, OF INSTALLATION AND MAINTENANCE OF UNDERGROUND TELEPHONE CABLE, INTERNET, SECURITY LINES AND OTHER MAINTENANCE PURPOSES, AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS
SAID PLAT; ALSO BEING A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST, TELECOMMUNICATION SERVICES. SUCCESSORS"AND/OR'ASSIGNS. AN ACCESS AND MAINTENANCE EASEMENT OVER STORM WATER MANAGEMENT
WITH A RADIUS OF 81.00 FEET AND A RADIAL BEARING OF S.26°42'14"E., AT SAID INTERSECTION; THENCE BY THE TRACT WMT-1, WMT-2, AND WMT-5, AS SHOWN HEREON, IS HEREBY DEDICATED TO DISTRICT #5, ACTING BY AND
FOLLOWING TWENTY-FIVE25) COURSES BEING ALONG SAID WATER MANAGEMENT TRACT 5; 1) THENCE DER DELEGATED\AUTHORITY FROM, AND RECEIVING SUCH DEDICATION FOR THE USE AND BENEFICIAL
4. THE UTILITY EASEMENTS (U.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED IN FAVOR/OFHE CITY OF PORT
NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 36°07'20", A DISTANCE OF OWNERSHIP OF, THE DISTRICT IN WHICH THE'PLATTED LANDS LIE.
51.07 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST, WITH A ST.LUCIE, FLORIDA, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, AND INSTALLATION AND MAINTENANCE
OF PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO WATER AND WASTEWATER LINES AND
RADIUS OF 305.00 FEET AND A RADIAL BEARING OF N.32°44'58"E., AT SAID INTERSECTION; 2) THENCE / '12�TH`'MAINTENANCE EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED TO THE VERANO
APPURTENANT FACILITIES, THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE � ,
SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03045-30", A DISTANCE OF OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES�BY PROPERTY -_OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR STORM WATER MAINTENANCE
20.01 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF THE CITY OF PORT ST. LUCIE. AND ACCESS -PURPOSES AND SHALL/BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS
76 00 FEET 3) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF ` SUCCESSORS AND/OR/ASSIGN'S
13°04'58", A DISTANCE OF 1�7.35 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE 5. THE CITY UTILITY EASEMENTS (C.U.E.), AS SHOWN HEREON IS A UTILITY EASEMENT WHICH IS HEREBY SURVEYOR'S NOTES:
NORTHEAST, WITH A RADIUS OF 753.00 FEET; 4) THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, DEDICATED TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, °-°
DESIGNEES, AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, 1. BEARINGS SHOWN ARE BASED ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.F.W.M.D. CANAL W
THROUGH A CENTRAL ANGLE OF 17°14'55", A DISTANCE OF 226.69 FEET TO A POINT OF NON -TANGENT C-24, AS SHOWN ON THE RIGHT-OF-WAY MAP OF CANAL C-24, CHECKED DATE 11-25-58 AND REVISED 2-23-59, LU
PARKING, COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, INSTALLATION OF OR ° m
INTERSECTION; 5) THENCE S.02°55'05"W., A DISTANCE 129.84 FEET TO A POINT OF CURVATURE OF A CURVE IN WITNE S WHEREOF, VERANO DEVELOPMENT, LLC., A DELAWARE LIMITED LIABILITY -COMPANY, HAS CAUSED WHICH BEARS SOUTH 43 08 38 EAST. ALL BEARINGS BEING RELATIVE THERETO.
MAINTENANCE OF PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO WATER AND WASTEWATER o
CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 198.00 FEET; 6) THENCE SOUTHEASTERLY, ALONG THE ARC OF THES RES NT O B IGNED BY ITS MANAGER THIS DAY OF hL �V►blJtr 20241 w
SAID CURVE, THROUGH A CENTRAL ANGLE OF 180 00 00", A DISTANCE OF 622.04 FEET TO A POINT OF TANGENCY; 7) LINES APPURTENANT FACILITIES AND EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY / /
° / 2. NOTICE: THIS PLAT AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED N
FACILITIES INSTALLED IN, ON, OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN / / � � �-
THENCE N.02055'05"E., A DISTANCE OF 121.09 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY U)
PERMISSION. THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING VERANO DEVELOPMENT LLC., g
CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 753.00 FEET AND A RADIAL BEARING OF N.11 °03'55"W., AT SAID CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND WITNESS A DELAWARE LIMITED LIABILITY COMPANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT
INTERSECTION; 8) THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF MAINTENANCE OF, OR WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. VERANO /
BY THE KOLTER GROUP, LLC, A FLORIDA LIMITED 3. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY o
15 2810 , A DISTANCE OF 263.30 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AN , M
THE SOUTHWEST, WITH A RADIUS OF 58.00 FEET AND A RADIAL BEARING OF S.01041'57"E., AT SAID INTERSECTION; REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE C1� LIABILITY COMPANY, ITS SOLE MANAGER gE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. o
9) THENCE SOUTHEASTER ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 33°5T47" , A FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES
v�o� N
DISTANCE OF 34.38 FEET O A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE OR CONTRACTORS IN THE CONSTRUCTION, OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. (PRINT NAME OF WITNESS) a
NORTHWEST, WITH A RADIUS OF 776.00 FEET AND A RADIAL BEARING OF N.28°23'57"W., AT SAID INTERSECTION; 10) THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY SURVEYOR 8c MAPPER•S CERTIFICATE Z
" IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING o
THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 22 09 , A o
DISTANCE OF 194.61 FEET 0 A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEAST, WITH A IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR �b� �� 1Sk JTi� �eI�Q REPRESENTATION OF A Q
CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY OR COST TO THE ADDRESS f, THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESE v
RADIUS OF 30.00 FEET; 11) I;HENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID ���'jA) J 33Ljgq SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS ACCURATE a
ANGLE OF 73003'06", A DISTANCE OF 38.25 FEET TO A POINT A OF TANGENCY; 12) THENCE S.02°55'05"W., A DISTANCE EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ("P.R.M.S") o
OF'80.78 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, WITH A RADIUS OF 221.00 LUCIE HAVE -BEEN PLACED AS REQUIRED BY LAW, AND THAT PERMANENT CONTROL POINTS ("P.C.P.S"), AND W
FEET; 13) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90°1T36", BY;, \ MONUMENTS ACCORDING TO SEC. 177.091(9), F.S., WILL BE SET UNDER THE GUARANTEES POSTED WITH
A DISTANCE OF 348.28 FEET TO A POINT OF NON -TANGENT INTERSECTION; 14) THENCE S.43008'38"E., A DISTANCE DEDICATED WITH S \ THE -CITY COUNCIL OF PORT/ ST. LUCIE FOR THE REQUIRED IMPROVEMENTS; AND, FURTHER, THAT THE m
6. THE LIFT STATION EASEMENT (L.S.E.), AS SHOWN HEREON IS A UTILITY EASEMENT WHICH IS HEREBY NAME' VVII Cikk_ ��� s��^ SURVEY -DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 FLORIDA STATUTES, AS
OF:1231.21 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST, TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES,
WITH A RADIUS OF 657.00 FEET AND A RADIAL BEARING OF N.79°56'06"W., AT SAID INTERSECTION; 15) THENCE AND ASSIGNS, A GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON � � AMENDED, AND THE ORDINANCES OF THE CITY OF PORT ST. LUCIE, FLO IDA, THIS �� DAY OF o
SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 53°44'44", A DISTANCE OF TITLE: r _ T)CGEM B�'r? \, 20Z4 a
OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, INSTALLATION OF OR MAINTENANCE OF, PUBLIC CriSfiY1A l-Ol-h2
616.29 FEET TO A POINT OF TANGENCY; 16) THENCE S.63048'38"W., A DISTANCE OF 14.63 FEET; 17) THENCE UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND WASTEWATER LINES, APPURTENANT (PRINT NAME OF WITNESS) o
N.26011'22" W., A DISTANCE GF 19.24 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE FACILITIES AND EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, C6
TO THE SOUTHWEST, WITH A RADIUS OF 414.00 FEET AND A, RADIAL BEARING OF N.39°22'23"W., AT SAID ON, OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL
I� ARY A. RAGER, P.S.M. +-
INTERSECTION; 18) THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED WITHIN THE ' S} �, De1r LICENSE NO. LS4828 a
121°43'02", A DISTANCE OF 879.49 FEET TO A POINT OF TANGENCY; 19) THENCE N.71°05'24"W., A DISTANCE OF 241.72 BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR IOS NC ma ON I3et�%I/I
FEET; 20) THENCE N.29050'04�,E., A DISTANCE OF 44.37 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO WHICH MAY IN ANY MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. THE CRESSWIND TREASURE COAST ADDRESS F(, 3344 STATE OF FLORIDA g
THE SOUTHWEST, WITH A RADIUS OF 193.00 FEET; 21) THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, PROPERTY OWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, SHALL OWN, MAINTAIN, REPAIR, AND
THROUGH A CENTRAL ANGLE OF 180°00'00", A DISTANCE OF 606.33 FEET TO A POINT OF TANGENCY; 22) THENCE REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT PRECLUDED BY THE THIS INSTRUMENT/PREPARED PREPARED BY
" N F 9 FEET TO A POINT OF NON -TANGENT INTERSECTION WITH A CURVE CONCAVE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES GARY A�, RAGER, " P . S �M . o
a.
S.29 50 04 W., A DISTANCE 50.5 OR CONTRACTORS IN THE CONSTRUCTION OPERATION MAINTENANCE OF OR ACCESS TO THE CITY'S FACILITIES. /
TO THE NORTHEAST, WITH A RADIUS OF 870.00 FEET AND A RADIAL BEARING OF N.41033'06"E., AT SAID DEDICATION ACKNOWLEDGMENT LS4828 STATE OF FLORIDA.
INTERSECTION 23 THENCE /NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF THE CITY, ITS.. SUCCESSORS OR ASSIGNS, `SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY GEOPOINT SURVEYING, ', INC.
�
IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING
29033'51", A DISTANCE OF 44�.91 FEET TO A POINT OF TANGENCY; 24) THENCE N.18°53'02"W., A DISTANCE OF 138.01 IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR STATE OF FLORIDA 4152 WEST BLUE HERON BOULEVARD, SUITE 106, g
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FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 1330.00 FEET; 25) CONTRACTORS WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY OR COST TO THE COUNTY: t�Q�MCe.� RIVIERA BEACH, FLORIDA 33404 . / o
o , CERTIFICATE OF AUTHORIZATION NO. LB�7768 0
THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03 0551", .A CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID o
THE FOREGOING CERTIFICATE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF Ir PHYSICAL
DISTANCE OF 71.90 FEET T A POINT OF NON -TANGENT (INTERSECTION; THENCE S.68001'07"W. DEPARTING THE EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. /
WESTERLY BOUNDARY OF SAID WATER MANAGEMENT TRACT - 5, A DISTANCE OF 130.00 FEET; THENCE LUCIE. PRESENCE OR ❑ONLINE NOTARIZATION THIS DAY j9 OF December 20� BY W ��•aw< <Jpi�ngon
MANAGER OF THE KOLTER GROUP,LLC., A FLORIDA LIMITED LIABILTY COMPANY, SOLE MANAGER OF VERANO SURVEYOR'SSEAL o
S.37°15'08"W., A DISTANCE F 70.49 FEET; THENCE S.69°49'52"W., A DISTANCE OF 13.00 FEET TO A POINT OF DEVELOPMENT LLC., A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF OF THE COMPANY, WHO EXECUTED THE °z
NON -TANGENT INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 17.00 FEET AND A 7, THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED ON A NON-EXCLUSIVE BASIS FOREGOING CERTIFICATE OF DEDICATION, WHO l',I; IS PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED Lu
RADIAL BEARING OF S.69°4952"W., AT SAID INTERSECTION; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID TO THE VERANO PROPERTY OWNERS ASSOCIATION, INC., FOR DRAINAGE AND ACCESS PURPOSES, AND SHALL BE AS IDENTIFICATION.
CURVE, THROUGH A CENTRAL ANGLE OF 103°02'36", A DISTANCE OF 30.57 FEET TO A POINT OF COMPOUND THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS. - `� �C� '.�, / z
CURVATURE OF A CURVE CONCAVE lo
TO THE SOUTHEAST, WITH A RADIUS OF 753.90 FEET; THENCE MY COMMISSION EXPIRES: [)$)��iIZ0�7 c� v / / /int SOUTHWESTERLY, ALONG T'HE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 14 13 02 , A DISTANCE OF NOTAR PUBLIC � � p � . ` � / � / / o
187.07 FEET TO A POINT OF TANGENCY;
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Angela B. Mercado t ,
r= °= Comm.: HH437574 PRINT NAME: /ingela �. I���Gd� � �- I � /
Expires: Aug. 24, 2027 .� Blue Heron Bivd. dd.�' 4,152.W Phone: (S60 444-2720
Notary Public - State of Florida ' t '; . Suite I OS www.geopointsurvey.com 6i
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Riviera Beachlol, FL 33404 Licensed Business Number LB 7768 z
PSLUSD # P24-048
CITY OF PORT ST. LUCIE P OJECT NO. (11-652-33E) j /S H E ET 01 0 F 08 SHEETS - o
PLAT BK 130 PG 18
VEIXrANO SOUTH P,U,D. I - POD D - PLAT NO, 6 z.LVCV PLAT BOOK t`3D
5
BEING A REPLAT OF ALL OF TRACTS "CA-8", "CA-9", "CA-12", WATER MANAGEMENT TRACT - 2, AND ��04
II
PAGE
WATER MANAGEMENT .TRACT. - S VERANO SOUTH P.U.D. I POD D .PLAT NO. S REPEAT ACCORDING �
CROSSTOWN
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES I THROUGH 10, INCLUSIVE, OF THE PARKWAY
v
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32, �' DEL RIO BLVD. FILE No.
SITE w
TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
N 4 DATE
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ACCEPTANCE OF DEDICATION
AC E TANCE OF DEDICATION AP a a
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STATE OF FLORIDA Scale
COUNTY: �% . (rtllfil Q. L VO
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STATE OF FLORIDA
COUNTY:] St- LIAO& THE VERANO #5 COMMUNITY DEVELOPMENT DISTRICT, FORMERLY KNOWN AS MONTAGE RESERVE #5 COMMUNITY ACKNOWLEDGMENT
DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER STATE OF TEXAS
VERANO PROPERTY OWNERS ASSOCIATION, C
.,EREBY ACCEPTS THE DEDICATIONS OF UTILITY EASEMENTS 190, FLORIDA STATUTES (DISTRICT #5), ACTING BY AND UNDER DELEGATED AUTHORITY FROM, AND RECEIVING COUNTY OF HARRIS
(U.E.), CITf UTILITY EASEMENT/(C.U.E.), DRAINAGE EASEMENTS (D.E.), LAKE MAINTENANCE EASEMENTS (L.M:E.), SUCH DEDICATION FOR THE USE AND BENEFICIAL OWNERSHIP OF SUCH OF THE DISTRICTS (AS DEFINED IN THE
TRACT "R-1",WATER MANAGEMENT TRACTS WMT-1, WMT-2, AND WMT;5, AND COMMON AREA TRACTS "QA ABOVE DESCRIBED DISTRICT INTERLOCAL AGREEMENT) IN WHICH THE PLATTED LANDS LIE, IN ACCORDANCE WITH THE FOREGOING MORTGAGEE CONSENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF 9'PHYSICAL PRESENCE,
THROUGH "CA-32" DEDICATED AS SHOWN HEREON, AND HEREBY ACCEPTS ITS/MAINTENANCE OBLIGATIONS FOR THE DISTRICT INTERLOCAL AGREEMENT. OR O ONLINE NOTARIZATION THIS DAY 7 OF �LL �r.1-20Ld BY �Arb�t,y*. �rtN+Ast�
SAME AS STATED HEREON, DATED THIS IeDAY OF 0emyinbev / , 20Z4
TEXAS STATE BANK, WHO [9 IS PERSONALLY KNOWN TO ME
1. ACCEPTS THE DEDICATIONS OF CITY UTILITY EASEMENTS (C.U.E.), UTILITY EASEMENTS, MAINTENANCE
FVI tt NGSI �h TEXAS CAPITAL BANK, A OR ❑ HAS PRODUCED AS IDENTIFICATION.
EASEMENTS, DRAINAGE EASEMENTS, AND INGRESS, AND EGRESS EASEMENTS SHOWN OR DESCRIBED HEREON
VERANO PROPERTY OWNERS ASSOCIATION, INC. AND SPECIFICALLY DEDICATED TO THE DISTRICT #5 FOR THE PURPOSE OF PROVIDING UTILITIES, DRAINAGE AND MY COMMISSION EXPIRES: O� 7" 202��
n A FLORIDA CORPORATION NOT FOR PROFIT SURFACE WATER MANAGEMENT BUT DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY EASEMENT, TRACT OR ANY
V I OTHER INTEREST IN REAL ESTATE OTHERWISE DEDICATED TO THE PUBLIC. ,m RICARDO ETNAHINO NOTARY PUBLIC
WITNESS �
Notary Public, BY: OtMy— 2`ACCEPTS A NON-EXCLUSIVE, INGRESS, EGRESS, DRAINAGE, MAINTENANCE AND UTILITY EASEMENT OVER ALL. My Comm.ExPRINT NAME: 1?;e"JO ID No.13
CrIS InO� La -he '' __ 11 WATER MANAGEMENT TRACTS AND COMMON AREA TRACTS AS SHOWN OR DESCRIBED HEREON.
(P T NA W ESS}
3. CONSENTS � HE PLATTING OF THE LANDS DESCRIBED HEREON. TITLE CERTIFICATION
TITLE: Ee_ALE�i2� THE RECORDING IN�THE OFFICE OF THE COUNTY CLERK OF ST. LUCIE COUNTY, FLORIDA OF THE WITHIN PLAT
TNESS SHALL TERMINATE, WITHIRESPECT TO THE LANDS EMBRACED, HEREBY, ALL OBLIGATIONS OF DEDICATION, BUT STATE OF FLORIDA
• NOT THE`OBLIGATION OF COMPLETION SET FORTH IN THAT CERTAIN AGREEMENT TO DEDICATE AND COMPLETE.
Q 00X COUNTY:FD9u�d PUBLIC INFRASTRUCTURENDATED AS OF JUNE 30, 2015, AND RECORDED IN OFFICIAL RECORDS BOOK 3762, PAGE
(PRINT NAME OF WITNESS) 2389�OF�THE PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA. wn�,�tA
DATED THIS Ar' DAY -OF D G "b 20 THE UNDERSIGNED, _QDI3Z J�4 , ( sCl���"1 DULY LICENSED IN THE STATE OF FLORIDA, PURSUANT TO
e SECTION177.041(2), FLORIDA STATUTES, DOES HEREBY CERT Y THA BASED ON TITLE REPORT BY
I
Sl�IC.L•S , DATED AS OF THE ODAY OF 20M
A. THE RECORD TITLE TO THE LANDS :AS DESCRIBED AND SHOWN HEREON IS IN HE NAME OF VERANO
ATTEST: VERANO #5 COMMUNITY DEVELOPMENT DISTRICT ( ) T
ACKNOWLEDGMENT TO ACCEPTANCE OF DEDICATIONS DEVELOPMENT, LLC., THE ENTITY EXECUTING THE DEDICATION.
BY: �� (�t/C.t/N�t�� BY: (B.) ALL MORTGAGES ARE NOT SATISFIED OR RELEASED !,OF RECORD, ENCUMBERING THE LA DS DESCRIBED
STATE O FLORIDA / HEREON ARE LISTED AS FOLLOWS: OFFICIAL RECORD BOOK 3754, PAGE 1167
!l✓A-_ - ;E /� k (C ) PURSUANT TO THE FLORIDA STATUTE SECTION 197 192 ALL TAXES HAVE BEEN PAID THROUGH T J= YEAR 2024
COUNTY:'Si- L-ttc,: NAME: /Q/2/!�C/� ,/ M /L NAME: PG/'C LKAlfc%?
/ c/ / / , / (D.) ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED.
,�,�- .SEC�E:'TI4/�t` TITLE:. (E.) THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT THE CREATION OF THE
THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME BY MEANS OF E7 PHYSICAL TITLE:
PRESENCE OR ❑ ONLINE NOTARIZATION THIS DAY a OF L 20j`, BY rrCIN t0t: /tire.!, SUBDIVISION DEPICTED BY THIS PLAT.
smetarV OF VERANO PROPERTY OWNERS ASSOCIATION, INC., A FLORIDA CORPORATION NOT FOR
PROFIT, WHO S PERSONALLY KNOWN TO ME OR ❑ HAS PRODUCED AS IDENTIFICATION. j
MY COMMISSION EXPIRES: ACKNOWLEDGMENT TO ACCEPTANCE OF DEDICATIONS
�%�a'�c�}R �=�41r� %Yi.
NOTARY PUBLIC ~ j,
DATED: THISO'�h-DAY OF IGaI13 M , 2 BY:
STATE OF FLORIDA
PRINT NAME: Gil f ' / QGII �/`/21�i� COUNTY: �F . LV►G,G
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NAME: Kd$6e'g• 4'e-o� 4
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fires 7• PRPENCE OR ❑ ONLINE NOTARIZATION THIS DAY M OF G 2� BY iJe/ r,0 TITLE:
G/1CG%n . MaIrmah OF DISTRICT # 5�WHO 9r} HS PERSONALLY- KNOWN TO ME OR ❑ HAS PRODUCED
As IDENTIFICATION. APPROVAL OF CITY COUNCIL
MY COMMISSION EXPIRES: / " l
NOTARY PUBLIC / STATE OF FLORIDA
COUNTY OF ST. LUCIE j
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PRINT
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I '1�,1C�.l.a' m[✓� THE CITY OF PORT ST. LUCIE HEREBY ACCEPTS THE DEDICATIONS T !THECITY, AS SHOWN HEREON AND CERTIFIES
THAT THIS PLAT OF VERANO SOUTH P.U.D. 1 - POD D - PLAT NO. 6 HAS BEEN OFFICIALLY APPROVED �OR RECORDING
DAwNM BY THE CITY COUNCIL OF PORT ST. LUCIE, FLORIDA, THIS jj DAY F 20
. ACKEIWAN
ptX'� _
MORTGAGEE'S CONSENT Commission/HHs2Q200
P� CITY COUNCIL ATTEST,
area September 7.2028
CITY OF PORT ST. LUCIE
STATE OF TEXAS
COUNTY OF HARRIS
,�f all wa lti
THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF CERTAIN MORTGAGES UPON THE PROPERTY SHANNON M. MARTIN MAYOR A L H CITY CLERK
DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN �HAPT!
SAID DEDICATION BY THE OWNERS THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED IN THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO R �77, PART 1, FLORIDA ,STATUTES, BY A N
OFFICIAL RECORD BOOK 3754, PAGE 1167, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SHALL BE PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED OR UNDER C NTRACT WITH THE CITY OF PORT ST. LUCIE, N
SUBORDINATED TO THE DEDICATION SHOWN HEREON. FLORIDA. `I a
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IN .WITNESS W EREOF, THE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS I °
CLERK OFHE CI CUIT COURT °
V C� hreSl Q I'1t' AND ITS CORPORATE SEAL TO BE AFFIXED HEREON BY AND WITH THE AUTHORITY CERTIFICATION OF APPROVAL o
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OF ITS BOARD OF DIRECTORS THIS IT DAY OF p2UhiptV , 20V4
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I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREB CERTIFY THAT }
THE THIS�PLAT HAS-BEEN EXAMINED, AND THAT IT COMPLIES -IN -FORM TH,ALL THE REQUIREMENTS OF THE LAWS OF o
FLORIDAPERTAINING T A S ND PLATS, AND THAT THIS IPLAT,, ASrBEEN FILED FOR RECORD IN PLAT BOOK w
S � PAGE(S) OF THE PUBLIC RECORD OFT. LUCIE COUNTY, FLORIDA, THIS o
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(PRINT NAME OF WITNESS) ^ c�
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INTERSECTION OF THE SOUTHWESTERLY R/W LINE OF
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R/W LINE OF THE FLORIDA EAST COAST RAILWAY PAGE
FOUND 4"x4" C.M. STAMPED "HEI" S.F.W.M.D. CANAL C-24 WATER MANAGEMENT TRACT - S, VERANO SOUTH P.U.D I - POD D - PLAT NO. S REPLAT, ACCORDING
AS SHOWN ON THE RIGHT-OF-WAY MAP TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129 PAGES I THROUGH 10, INCLUSIVE, OF THE
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LINE OF THE / of SAID CANAL c-24 CHECKED DATE PUBLIC RECORDS OF ST. LUCIE 'COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32, FILE No.
11-25-58 AND REVISED 2-23-59
FLORIDA EAST COAST RAILWAY SOUTHWESTERLY RIGHT-OF-WAY TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
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p D 3'26 49 � I � , TRACT CA-2
( ►o/� 'JN
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TRACT "CA-10" & D.E. . uNPLA)
rrEocq
N41'58 10"W 55128,39 ACREAGE PM132.Z,R).'� (P.B.129, PG110)0 SOUTHEASTE�LY CORNE
�11"�IIco/P.39.25 (NO SCALE
O0) ti i; (TYOF TRA"CA
483 :8!� in 371 KEY -M- A- -
Po _
Oil
cn372
Q
rn U
37
3
O ,V
J
U- i a N4T38'15"W 132.39' (R) I II '� /+ » 134.98 NR) 31.83 L PLAT 374 ;I
O ( to \ L=19.95' � I �550'27 37 E �_ S74'44'07"E 375 -
LIMITS ,
W .� » 40.80 » R-815.00
Z 00 484 D=2 49 22 4 1 L=4.00 556
N30'22 10 W �
\ o f D=O'39'S2" L=17.66
z (RADIAL)
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a , 3 -
>- M
6
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2
r
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1
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9
_ FOUND PR Lu . 9
w ol- _ o W 2 ' „
10.8 6 ____ ----
TRACT "CA-1 I"
f- 0 00
N.T.C.
.0
» � I 35 TYP. �
0 1
5. E/
3 7I i
Q a �' N50' 37 �N 1 i S50 27 3 �� , _ _ _ _ _ _ _ N (P.B.129 PG(s).1-10)
w f- 27 _ �� S29'07'40"E
= o z \ i 'T K=75:00' - - - _ _ 5.00' S29007'40"E
o -
? W 20.00 0 o L=38.76' - _ _ _ _
o o W 485 ,d1 55 - , N.T.J. i90.00'
to -j to o D.E. \ , o / D=29'36 48
L` Q LE WIDTH) 60.00 R/W (TOTAL)
W (VARIAB I ' / C
' 30.00 � �,, I .00' '� � , � Rq r "C�
, 0 0
r 13
5
.0 et-
W 135 30 0.27 37 E I q ,
7 5 2 •• I � I I
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I ,
No I I 1
o
-
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h�
486
54
\ o
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o
\� ' �n� Lnlo » I- / o� 557 LEGEND �I1
,.� 8.00 „ W 135.00 ' 'n ,� r�i� I 0• 27' 37 E 135.00 i /'
•27 37 Ki CD S5
Q v D.E. N5 ��� N N \ \ --- -
Q �� N o i ..I,n w/� P.B.---------- Plat Book ! p ___ Indicates (PRM Permanent
p n - r` ' /
p O I CA.3 AND D.E. o i= , ------ Reference Monument-4 "x4"
' ACT CA-4 AND D.E.D• / 23 ,
TRAC T 11 , r-• � 0 s Pa e s Concrete Monument LB7768
oo / MF p PgO 9 �� ail
¢ +'`' '37"W 135.00 i 3 r� N S50'27'37"E 135.00 N_� , �.
• �- 0'27 i� I N , �----_----- Unless Otherwise Noted)
5
� N \ N as O. R. B. Official ec corals Book ' I
'W
ro o N I C ,,
� , N i N \ N M �la- I WMT - 2 , i (,' I iili I- ------ - Vindicates found (PRM) Permanent
,
i----------
❑ „
o q
I � ►� � � C. U.E. Cit Utilit L�aSement
o -
�0 rn , 553 � / i • y y I' Reference Monument 4 x4
9
0 487 �, o � � I� 1
N O M / I
I I N
N, CHID i _ , �NQ D.E.---------- Drainage Edsement Concrete Monument LB7768
(Unless Otherwise Noted)
N \ 135.00
ce Ease ent
� , N 135.00 � � � � � I ^M.
L.M. E. - Lake Marn tenan � _ _ _ _ _ _
S50'27'37' E ® Indicates (PCP) Permanent
„W .----
/ I
:W �,o 5027'37 ►--; I , 558--------- Control Point LB7768
I b� 5.00 U.E.---------- Utility EaseJnerit
0 488 0o c.v.E 552 �, �(0--------- lil
8 5.00 0 i lL WMT - Stormwater Managemen Tract
U
i \----------
ioC.U.E., C/ A Common A ea Tract
0 C Co 0
I 3. I Ali
2
"W 135.00' >- : ' '27'37"E 135.00 E.M.E. / ��(i
Z , N50'27 37 QI� S50 i cD ----
d , , -Z Centerline
to � � oG � , 2
1 \
,
489 o 551 R/W--------- Right -of y I
o " U 559 - - a
O Q 1 I i co
F-
i + p ®� S.F. W.M.D.---------- South F/aric a Water Ma agem nt Dist i t 3
c ►- \ ql
W I , i�
i 00
00 135.----------
5 E F.P.L. Florida Power and Lr h f J
1 3 7 r 1 3
7 7.55 i i g
W � ' 2 i �/
7 0 Q
3 5 S _
r I � N50 27 � 7.55' I � I ,�,
Q , ins , / ) \ P.U.D.---------- P/armed iUnrt Developm nt
FU- 'ooII ►n �
"rn 5
�Is L_27.36' I 4- cD R- to.� L32.59490D=4'3237 Lo11 nN o Nb- toNL_16,65 II oNN
II J- IN _4'36 37» 0 oLn�;D=4'32 37» LL
h
oo L ---------- A
o Lo O00 �1
O
N"' boll 00 i II s
IIoo N45 5500»W 135.00R ; I 0IS455100E .R 000 II I .o D---------- Delta Central Angle
, II II nU o aNZ
cV if
L-13 00 L 21.36
r� �t L-24.60 �.---------- N L I
I 1 II "� m II �N I - - �.d`o CB Chord Bearing'
I - _ t
1 - I M
D-3°32 48 D-3'32 48 � � D 3'28 48 � - N,I I
n
I
+ i //----------
491 I I 549 II o w // C Chord Length
1 I
Q , , 0 3.68 (TIE) o� 9
N 15.50' +� ----- ---
PLAT C� N
P.C. Point of Cclrvature
I
\ .� l I
15.50 ,
i S
3 ,
LIMITS I-- N42'22'12"W ; S42'22'12"E 135. \ 748 52 E 98.6 P_. T. --/--- \ - Point0f Tan enc
V+ 0 135.00 , o 00 S/2� 5 1 561 I, 9 y\�
+ O , C� s
Q I o --- - ---- -
i o 0 548 N.T. - Non Tange�it
492
------- �9 N. T. C. - -- on - Tangent It Curve
Io
S4'"
F 1 I
P.R.C.----------
oin't ofR�verse
Curve.
I N42'22'12„W 135.00, a p E 135.00 ---------- Compound CurveC.C.rno o o o rpWCT •• IO I Q 493 547 q SEC. TWP. RNG. ---------Section ITownshiP Ron e� �8.
I
-
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,
q
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k
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N42'22' » I + S42'22 12 E---------- \Radial, I ; 12 I 135 co 1 NR Non
W 00 135. ( )
00
I ,
00 �i 1
I "o � o0
I mot- o � i
o _ TRACT CA•14 ___ _____
� 562 TYP. Ty ica/ � I
0 i
( ) P
494 546
AND D.E.
I•
�o
+" �- ' ', C.M.---------- Concrete Monument
^ I ; "-row (VARIABLE WIDTH) `I
+ + ' LB - - - - - - - - - - Licensed Business
2 22' 12» E 135.00 �1
N42'22 12» W 135.00' r sF
S4 R=1307.00
I'
i I I
N 000 I
L-532.31
01
i 523.20'07" I
TOTAL
I )
I I
8.00 D.E.
I I,
I�
I I I I
S42 22 12 E 135.00
5631
I , N42 22 12 W 135.00' ; o � I /
o
1 6 496o
544 H Li Q ® l
SHE T NE � 1010, ,
.. .._. ! » I s » ,.,.E s S u rve n Inc.
42 22 12 E 135.00 I n// ® 0 40 80 / / y g
N42 22 12 W 135.00' ' I •� �• �., ' gTCH 4I52 W. Blue Heron Blvd. Phone: (56I) 444-2720
®.-- ..... _.,: .... -- -- -- --• ._. � I I LINE
MATCH LINE SHEET 4 543 SHEET Suite I OS vNnnn�.geopointsurvey.com
497 4 SCALE: 1 " = 40'
Riviera Beach, FL 33404 Licensed Business Number LB 7768
PSLUSD # P24-048
SHEET 03 OF 08 SHEETS
CITY OF PORT ST. LUCIE PROJECT NO. 11-652-33E) i
'II
PLAT BK 130 PG 20
II
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VERANO SOUTH P.U.D. I - POD D PLAT NO! 6
BEING A REPLAT OF ALL OF TRACTS "CA-8" "CA-9" "CA-12" WATER MAI AGEMENT TRCTI 2 AND
WATER MANAGEMENT TRACT - 5, VERANO SOUTH P.U.D. I - POD D - PLAT NO. 5 REPLAT ACC ORDING
c� T,tiF, TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES 1 THROUGH 10, INCLUSIVE I OF THE
PUBLIC RECORDS OF T. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32,
`��' Fstic Fy TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORI A.
496 MATCH LINE SHEET 3 544 e �„ ,,�''.,- 563 ti� 9A9`� •�!'�
„� _ _ ►•.
.,... ''' N35.10'4p","` -••• / ' S33.1 S'�
02 W ,, »® 135.00' �; '�� s �o S42'22'12" 135 00' ' , ••, ,�� o_ 50 E 135 ••,,, ® 'rsH-s
�- 5 p0
l497 �' ; (0 , �, J J �,�, TRACT "CA-26" AND D.E.
N II 564 M 11 �� 587 `� POD D PLAT P.U.D.O.
(VARIABLE WIDTH) I --- -_ 1
J ,O O (}. , c0 REPEAT
;�� J '
1 ' S42'22' 12 "E 135.00' 11 N
z'12"W 135.00' _
I
/ Q Q o �J 1 I Q I►-
' �: o Io 542 ; o sH-3 - I sH
498 v �I� O N38•06'45 »W 1 0 .N i ; S36•4711 p»
�. 135.00' N SH
o _I _ \ E 135 v
I tp '- . �■
'12"W , to I S42'22'12" IWAT / _ - - ' E 135.00' rn J \ T "C E S
RACT Hj
/135.00' c co o II ;iai� 586 0 �''
� r7 � o0
�' N `° 565 1 A- rr A EETz
\� U 2s 6
'� 11 j ;p wW n I M �i; N NARIggLE WIDTH) D.E.► ""- swoop a�
499 p4 H , i UNPLATTED
rx
00 pp ; O^ I� O 1 jj N I wN I ' 1 \ ��.� L=1 03.03 1 J 1 ow ACREAGE
/, � �Mo �--io I d �� 1 ; -10 D=7'08' 19" , � I -► ' o . sH-a -
\ n N38•57 09„W I O � 1 ,
12 »W 133.45' , I M N 135 ) `r o '
N �I S42'22'12"E 135.00' ►N �`niN i �w ;� 1 , \ �n 00' (R 1 I -
N oo w ^ II�Q N41'02'50"W 135.00' (R) 1 '�� Izi i S40'i8'30"E 135.00' R o -r o. .�
4-5"AND D.E. Nzo
J �; N 594 ,o 0) Min
12 W 45, w - ,
�I
' I� N
132. ; i ; O o 0 LO u� �' (o'v� °o a II 10 0 • o �I , -
°° 566 585 b -' ' II ' S42'22' 12 "E 135.00' �n cD O z I r0 vi; - sH-5 "
N �� N II �1 co ►� ;---� 11 II C6 i
i1 Q O 11 Foroio wer
500 I I 1 11.47 , TRACT "CA-6rr 11.47" � II N I � m I � � � � N o �
L-20.07' -o a, L=8.53 o tl \ 1
>, ' ao » L=8.53 ;J tl I N - of J 11 �n o o u
D=,•o6 58 1 -� �� �� ' =0'30 4 AND D.E.
i O II . ap , O r7 ; I LO U
io N co I =0'35 07 I o 1 ,
II II �n'n� II = S42'22 12 E 135.01''(NR) "' �- o N44'28 12 W\135.00 (NR) ICI (R 1 IL6 11 1 _ 0"W 130.54'04
R ao JN�m -�� Mom; N r-IN i S44'25 00 E 135.01 (NR) N N » ) J o - - - - - -
N43'06 39 W 135.0OF ' 1 11 �`' N
( ) ,O ;n LO �t C0� :n Oi = rim , rr " ,I t17 1 " n J 11 \ i , IN �� ( UNPLATTED-
,r- N o coN� 11 N No); ;�� �,.�'� 1=20.bo TRACT CA-15 L=20. ' TRACT "CA-1 - n �- . ►� a ACREAGE
501 1'ro� II o II �U II N�1 Nd o�p » o
o ,no 11 �o II II, N II D=0'5L 36• o L=20.00 L=20.00 0� \ r-� -' Q - J ' ( OT TO SCALE)
II • '`' �' S39 11 a .� a \, AND D.E. /D-o'58 40 I o II o o AND D.E. » �� 10!0 oN
;� 11 0 o m o i II - i� N -' :- �i I D=1'01 50 D=1'10 22 0 _ rn \ a, rn`n
U II 0 0 N44'28'12"W 135.00' NR ; 1 � 1 O O orn 595 'oo o O= �Z o1 I KEY MAP
Q II i1 I I ( ) S44'25 00 E 135.01 (NR) _ 1: `° \ 0 0 F- rn
8.60 I I II o II (_' II Il d r\ m
rn ��. rn II I
I , 00 0p- i cD I rJ co Z V (6 1
= ' �; `o rn 0' a \ Q allo `� II r i PLAT;R=753.90
16.81 „ 18.81 �� l�� �J N00i dN m I II aH II ILIMIT:- ,
8 W 130.00 I ►�' II
8.00 S45 13 58 E 135.00 Nan 567 oN N; 584 u \ 1 �' I I'.T. L-187.07
502 ; d i U.E. o , 11 11 0 »
C. o �-� N4T16 09 W 135 00' (R) 5.00 �_ tRM 0=14'13'02"
(o 538 I I_- L=2.68' L=2.30' ,1. C.U.E. 1 8.00 (TYP.) (TOTAL)
L /, 9.50'I I 1 D=0'09'34" D=O'09'34" i � I U.E. n 0••
,8 W 130.00 �-- 5.00 I 9.50 18.70 3 �_ , TRACT CA 3
L C.U.E. 5.00 I, »
C.U.E. N47.25 43 W� 135.00' _'_ ! 18.70 S4T25'43"E 135.00' m 596 \� "� c?I i S42'34'17'tiv UNPLATTED
1 1 1 a \ ro oI I 68. 01
503 S45' 13 58 E 135.00 I ; 'n 1 N , ACREAGE
8.00-�; , - -� t-- 8.00 a i� En � f
U.E. I Io0 0 568 C.
I"oo U.E. 583 i \ �60.00 R/W P.C. L-21.38'
8 W 130.00 , ' Io 537 5.00 I Io W
• 6 �-� C.U.E. co N4T25 43 W 135.00 , 30.0030.00 I D=72'04'28"R=398.00'
60.00 R/W i i I 1 i X ao \\ `� L _59.31 '
504 30.00�30.00 __; s.005.0 ;-:; Z o �\ P.R.C. M
D-8'32'19"
S45'13'58"E 135.00' N47'25'43"W 135.00 I U.E.(
C.U.E. /, „ , Q o w''j
S4T25 43 E 135.00 597 \ S20 57 52 E
coo ; , \O� a
'8 W 130.00 1 Q o ; >- : 1 !V I 5.00 R, ` \ 'P.T. 10.00n
O 536 a /� Q r'' C.U.E. \ R��s�38, 300• S20'S7 52 E
505 I� I 0 569 d 582 c� R-35p 38So , ,0.00
av s y, .. CB_S28Csp, s0Ii H o 135.00�; ,�93
LL"8.00
O �io0 „W 0, I -•� ~ I S45' 13'58"E 135.00' V J ;�i� J ' U �ORTF £\C�93 �823'' S69'02'O 'sW
8 130.0 , , wpm
1 , 2 ,
L
O U Z< N47-25'43"W 135.00' i I i o 8 rRACT'•RWA�\ � 2 96 0O
O i � Q Q a /� S47.25 43 E 135.00 F- O 598 I o
506 S20'57 52 E l
�, o 535 z `d J Q� I I ,boo $, 10.00
d O ooiQ�Q QI , r ,,6�9,
0 570 d 0 0 0100
581 I
8"W 130.00' I I o o 1-.� „
v O N47'25 43 W 135.00 "
N N N 1 S45'13'58"E 135.00' S20 57 52 E
507 o 0 0 1 O o I Co 1 P.C. 9.19'
co co 10 1 co ; I �`? cD ; ; to I
,O N O '\ O 1
N4T25'43"W 135.00' ; I m .1 \ " 0 599 1 P.T. N20'57'S2'1N�
1 �r d- O ; 534 ' -q- 1 1 1�1 S47'25 43 E 135.00' o . to
V) cn W ,� cn 9.19
8 W 130.00
1 i W ; ,L W WI WI i ; ; I�Iw R= 17.00'
508 d I ' Into 1 1 -
d I S45' 13'58"E 135.00' d C; 571 d. o ; 580 M ,�I� 5.00 1 D-116"27'51 "
r� N47'25 43 W 135:00 , M C.U.E. Ji, $.00
ZN Z Z OI Z I . I ,\ U.E.
1
8"W 130.00' 533 1 Z Z Q
LP 1 N47-25'43"W 135.00 I i ~ O 600 I ~ 0 40 80
509 S47.25 43 E 135.00 0 o + J 1 O loopped
1 ; 1 ; =�O ; 1 t w Q O
4I 11 O I I v,
S45' 13'58"E 135.00' SCALE: '1 �� = 40'
O 572 o' S79 M I M,M N
PLAT BOOK
PAGE
FILE NO.
DATE
TIME -
114 to 1,) VO YY '. I .JV.VV �
i
O b.5� D=0'4E
O TRACT "CA-7" L=13.45'1 N
o = 4' 9 1 1
D 2' 2 2 '
N ao ,
N45'51'00"W 130.29' (NR);
001 1
N 512 o o�
d• �j Js '
N ,III II -N r� 0-3 N4 O Ni
1 p�_ - O J - ' O
o _to
o - o',
1 D-1 05 55 , 13 r00co1
� o
\00 �
N5450o 00 --ao'''+
513
0-06 \
►1 W 1 �j --�. -
�1 pJ N62
514
R=455.00'
L=640.14'
D-80'36'35"
(TOTAL)
PSLUSD # P24-048
CITY OF PORT ST. LUCIE PROJECT NO. I I-652-33E
O
`n N4T25'43"W 135.00 ; 1 NI.� -.1
32
1 60.00 R/W 1 z �I
Lr 30.030.00 I'
Ld
1 , w I UNPLATTED
N4T25'43"W 135.00' 1 1 Q =
601
S4T25'43"E 135.00' � 0 1
' 1 ' - - �� ACREAGE
S45' 13'58"E 135.00' I I 1 � '"' o '^ �I O �/
31 '
Z C.)ZO Q
573 1 5CzV l I N\
LEGEND o6 N47'25'43"135.00'
IL
_ r 1
L•
D=0'46'02" i i i TRACT "CA-29" --_-_ --- Indicates (PRM) Permanent o
JO"E 135.00' R N4T25'43"W 135.00' � i I ' "E 135.00' 0 602 I � I/ I Reference Monument-4"x4" Q
O , 1 S47-25 43 0 j w Concrete Monument LB7768
o R=125.00, ; I I (I 0 1 i P T (Unless Otherwise Noted) 5
o=201.14 .d 11 ; I I I LIMITS
d - D=92'1 1'45" o of 0�' 1 60.00�R/W I Indicates found (PRM) Permanent g
0 574 0 577 N4T25 43 W 135. 30.00 30.00� I f -----------
(TOTAL) \,N co , 1 0 , o .r .. - Reference Monument-4 x4 0
o I o TRACT"CA AND D.E. i/ CUn/ess eOtherwisenNotB7768
530IL
�•. " 135.00' j , „ �N4T25'43 W �135 00 posso,-„� �...�` +�•-'---------- ( ) w
00 Ri �,.,, N4T25 43 W w S47 25 43 E 135.00 Indicates (PCP) Permanent
�5 ••� .� 0
603 II .Control Point LB7768 g
.�,00MATCH LINE - SHEET 5 576 0
>° LEGEND
529
------------------------------ ---
P.B. Plat Book CA Common Area Tract D De/ta-Central Angle C.C. �- -/ C \ yound Curve
Pg(s).---------- Page(s) 2 - ------ Centerline CB ---------- Chord Bearing SEC. 7 P. RNG. -� -- - Section Township Range
O.R.B. ---------- Official Records Book R/W --- ------ Right -of -Way C---------- Chord Length (R) --- �� --- Radial !�
C.U.E.---------- City Utility Easement S.F.W.M.D.---------- South F/orida Water Management District P.C. ------ Point of Curvature (NR)-------- Non -Radial �O
P",
In
D.E.---------- Drainage Easement F.P.L.---------- Florida Power and Light P. T. ---------- Point of Tangency (TYP.) -- -- -- Typico/
S'urvey�ng, :Inc..
L.M.E.---------- Lake Maintenance Easement P.U.D.--------- Planned Unit Development N.T.---------- Non -Tongent C.M.------1--- Concrete Monument
41 S2 W. Blue Heron Blvd. Phone: (S61) 444-2720
U. E. - - - - - - - - - - Utility Easement R - - - - - - - - - Radius N. T. C. - - - - - - - Non - Tang ent Curve LB - - - - - - - - - - Licensed BusineJ Suite 10 � www.geopointsurvey.com
Riviera•Beach, I'L 33404 Licensed Business Number LB 7768
WMT---------- Stormwater Management Tract L---------- Arc Length P.R.C.---------- Point of Reverse Curve SHEET 04 OF 08 SHEETS
PLAT BK 130 PG 21
LEGEND ,_
VERANO SOUTH P,U,D, I POD D PLAT NO, 6 PLAT BOOK
P.B --- ------ Prat Book C.C.---------- Compound Curve BEING A REPLAT OF ALL OF TRACTS "CA-8 "CA-9", "CA-12", WATER MANAGEMENT TRACT - 2, AND
PqPAGE
(s).---------- Poge(s) SEC. TWP RNG.---------- Section Township Range WATER MANAGEMENT TRACT - S, VERANO SOUTH P.U.D. I - POD D - PLAT NO. S REPLAT, ACCORDING
o. R.B. ----- Official Records Book (R)---------- Radial TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES I THROUGH 10, INCLUSIVE, OF THE
C.IU.E ---- ---- Cl utility Easement (NI -- ---- /von -Radial PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32, FILE No.
D.E. ----- -- Drainage Easem nt (TYP.)------- -- Typical TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
-------
L. E.---------- z
ke Mainte� nc Easement C.M. --- Concrete Monument DATE
"------ �Uti/ity Ea �ment LB ---------- Licensed Business /
WMT ---- / Stormw ter Management Tract "A„
---------- Indicates (PRM) Permanent /sH-s TIME
CA ---------- Common Area Tract Reference Monument-4»x4,, _ VERANosoPuTH�TPU.D.,
Concrete Monument LB7768 REPLAT D- ,
i r---------- Center/in (Un/ess Otherwise Noted) - PODNo.s
/C W R/ h t-Of- Wa VERANO SOUTH P.U. 4 1
- / POREPLAT NO O.4
------/ / Indicates found (PRM) Permanent
g y - - - --
Reference Monument-4 "x4"
S.F. W.M.D. South Florida Water Management District Concrete Monument L87768 - sH-3 _ - i sHa - SB.B
---------- Unless Otherwise Noted
F.P.L. Florida Power and Light �(" ) sH-s�p-
Indicates (PCP.) ) Permanent
P.U.D.---------- Planned Unit Development Control Point LB7768 �
���uw UNPLATTED
R - - - - - - - - - - RadiuS 52 1 - ACREAGE
L---- - - - - -- Arc Length oW
a(Q UNPLATTED
aw ACREAGE
o �s
D - - - - - - - - Delta -Cen tral Angle LL
-0 sH-a
- - -
CB ---------- Chord Bearing L
C---------- Chord Length
P.C.--------- Point of Curvature 574
P.T.---------- Point of Tangency /'•+. ® MATCH LINE -SHEET 4 577 TRACT "CA-28�AND D.E. I SH-5
----»®-
N. T. - - - - - - - - - - Non -Tangent ®Ri ``••- �--- .. ;-...'I'.,�, ,� �� ®„ '""'.► �N47.25 43 W 135.00'
---------- _ J30', �oo o� \ �, TRACT'"CA-14•� i Io S4T25'43 E 135.00 0
N. T. C. Non Tangent Curve �� �• R=125.00 60.00 R/W i (�
s - I-- ..CA-27 AND D.E. v 1 60.0o R/w
0o E ?° R , =201.14'\ AND D.E. ; 30.00�30.00�-�N TRACT o o 30.00 30.0o i UNPLATTED
P.R.C.---------- Point of Reverse Curve '�5 O, / , : > \
1 ®6g D=92 1'1�5 (VARIABL'E,W\�H) ; i i S4T25 43 E 135.0 5.00
,�,••... S , . 1 (NOT TO SCALE)
•e' , +s ' (TOTAL) J O ; C.U.E. I 1
0-0
o 8.0o KEY MAP
®� ,�!w35 �0 C:)
�� �� �� , ��1 2A� S47:25'43"E i 1-1 a ¢ o 576 , U.E. . ` ,
529 6 a 1 42 34 17"W
�"' •0� 00 0�. `N s?S 00•� 37.30 1 r F- o ; o w 1 1a- 1a- �' 1 '
2 0 0
6 R ti 8 \ ca 0 344.85
o _ 1
Op ao ; 1 ' 0 w i ('TOTAL) p L=22 81 ' '� pp NI �, N 1 TRACT "CA-2 "
514
�,� N o D=10*27'24%' i S4T25'43"E 135.00' N , + 1 r i �►
�\ O \\ 10 �O,` o N ,�� , ; cD o w d MI i o 54T25 42 E
�' �co
\ r' ,c'�. �^� `n ' �h N °' co _ , N4T25 43 W 135.00 co
"5 c° ' - z ; 1 co J d I 1 0 40.00' UNPLATTED
o'T .• 01 �� 2 �`�'.^ /O p �_ Q �I ' _ , I ACREAGE
\ 00 ��GP,.4> ��� ��� \ �QO s` ,` �� 528 / Q tv' M� ' W�� oc 'w 00 i M i I w w w ' ;
10-00
' „ p.G O �� p �� �`.�\��. �� .\�`.` oo : 4 !.,r w-i-I Q v z i .� ; S4234 18'1N
20.00 \ Q `s O ' ^ Q O ; I M Z :� ; n - �� ; Cj M d ; 38' X 45' C.U.E. 1
P 1 ;off o % TRACT CA 26 70.00'
52 / N i 1 I N M H N NI I i N N r- N 1
I LIFT STATION
AND D.E.
Z L0 Z 1 EASEMENT
TRACT �� ''`� s��",�`��' .p J I S4T25'43»E 135.00' Z 11
1 �00 p ��� M r I Z z Z 1 '
o •� .. ` 0� � O 0� �9 A z
CA-1 �0 O ;n �; I ; (VARIABLE WIDTH)
` °' O Sty `10 8.00
�-��� `o� Aso °o- 8• \,o <� o ;� z z
iv \ I6�., o U.E. L .e1 5)00
R=455.00� ` 515 ��, •�`�s p �Q �o� 24 �s36r. N N 1 C.U.E� N
-4 v co L= 640.14 O , p °' S� O� p „ v I I I ,
Q '� �` O `:� �0,, �' 03, 8y 0 '' _ 1� Il L=44.28 I 8.00 I F... H 1 0 o N4T25 42 "W
~O °� D=80'36 35 �,5� •� �'� O064?•• �� -J - D=9'45'25» �/ I ,�/��� U.E. I I ZQIQ I oori� 40.00'
(TOTAL)�O 9 8 �r - ------------------------------------------- --------------- '�{/
s 3�06, pT _ - - - - - \ 15 27'' a, ` j------------ / a I S42.34'18
• 9. O 4 AL - - .------------------- P.C. •
s� •O �1 , 90.69. (TD ? 43 \- - �� ��•o� N�'�CAA
-------�,-f-------------------- ---I 18.27- �y �R= I ZOO'
IN"N °'� `L,`;SO• Tq� S44'20'40"E �,/�'S0 �---------
o p 2j0,, �'20 40 E� R=3240.00 L=1:i8.53' �, �� • O �� ,
cD Q OQ 516 0 59.24' °o o \ D=2'4812 �� O c,a ��, D=81 59 39
p �� �4, �.5h' �� 0�89• -� EOPQLD w _ 66.06' \ oo. C U.E.
E. ��'So�•� P.R_C_ N.T.I. ,.
Ln �� /�� , - - - - , \ 1 ' � < 9 00� 06 4 ,, T R,QC � "--Y �+- _ 122.56 � � r� 1 ,
L=65.50'
R=3253.00
�. ,So333
? IZ-1 -- � �22:9,1 �► L=223.64 D,--3'59'31" _ D=1'10'09" o L=13.59'
fTO S44'20'40"E/ 245.47' �' -�• o _ '• T-- • C6-S42'20 54 E _ ` R=3210.00 D=5'0940 CB 223.60 ,94„E ) D=00'14'22"
q� O w o L=289.15 " CB C 65 5o R=3240.00'
W `o°\oo LEOPOLD WAY s41°45 50 E C=289
0���` 517 h. , �� 1p.46, „� 05
. "� M TRACT "R-1" L=13.53'
/(0�,<n - 33 - _ _ S44 20 40 E 245.47 o S50.49'00"W D=00'14'22"
� �� 018, _- _ - p'7.30'40"- _19.75 - - - _60.00 - - - - - - -52.00 - - - --60.00. _ 53.72 _ /R_31c30.00 L_ o ,
-� ---
- - - O-1'08'21"
---
:I' I -41.95 ---- /L=63.23' - - -0 1.0 - _ = 86.
6.44
- 5
'09'4000
S1 �,,`� �" �� D=O'07'41" c?'r i ------ D -62775 -
-62 75
Q o �o w `. o r- v/-------------------------- L _28_92-O'45'05°� i3.00'
C� \`4 ��j �^ p V W.
o 0 0 0 °° �- o o ��jo� o `� N.T.I. N'T.C.
L6 Ui � o : J II/ o p p " - �S50'49'00"W
�` ,� 51 M r �'� 00 r, O I (RADIAL)
o� �40
9 Q a�w T �Q M R=3167 oo'
�g9 520 _ 521 " " ^ '
o � r- L=41.53
~ 23.0' �� N 0 522 N 523 0 ' 0 524 0 - D=o•45'05"
L.M.E. I �I/F)'83�93� )6• Q, «�j
ti �o' ^' r,, 0 " a, r- V Q � ^ 5 5 26 o V LO CT
<LID
_ N N Q -"' "CA 32"
-6 O N
-u N 0.! 36'35„ L=6.38' N cn
o ai
N I
LDD3=0'07'12" 0635» ' L=60.12
L=6
-N►► ' oo
L=60.08D=1'07'53" D1'07,'50S44'20'40"E 245.47' Ow = D=1'07'S0"
D=4'24 I►
35
N L= 234.36'
''--------------------------------------------- -------------------------------
-------------- -- UNPLATTED�
ACREAGE
I
1
WMT -1 -
o i p
o - 0 40 80
N
Minim
SCALE: y" _ 40'
/
M
/ PLAT
o
M � UNPLATTED/ PLAT N40'22S51W 938. 68 / LIMITS
w 0 6 ACREAGE LIMITS /
z a
JZv
JQ`Y'
�d
000
PRM
5-3�
� ACREAGE OF'�5 �� C� �.I OV0N g
cnLQ `�Q O� �Q-
w
��� � �� �� /Sur.Veying, Inc.
J�
5� Gti���Q 4152 W. Blue Heron Blvd. Phone: (561) 444-2720
Suit�I05 www.geopointsurvey.comLij
G• I Riviera Beach,,FL 33404 Licensed Business Number LB 7768 Z
PSLUSD4P24-04s �� SHEET 05 OF 08 SHEETS
CITY OF PORT ST. LUCIE PROM T NO. 11-652-33E)
i tii I
PLAT BK 130 PG 22
PLAT BOOK O
PAGE
FILE NO.
TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
DATE
rrrSH-8 TIME
"A"
-
VERANO SOUTH P.U.D. 1 -
POD D - PLAT NO. \
i REPLAT I
VERANO SOUTH -P.U.D.1-
POD D - PLAT NO.4
REPLAT NO. 2
VERANO SOUTH P.U.D. 1 - - SH-3 - ' SH-7 - I - -
SH-8 \
POD D - PLAT NO.5 REPLAT TRACT "CA-16" 383
(P.13.129, PG(s 1 10) L=37.25' sH-s
R=305.00' D=2'50'05» w,Y
J \
L=20.O 1' \ (N ILpLuT I. pw ACREAGE° \i
��' -
8.00 ; Q - " D=3'45'30" ' \ Q0 Ac E cE
E 3\� H TRACT "CA-15" �5 9
375 oo <<-_,~T'� 1. � (P.B. 129, PG(s). 1-10} _ 381 E _ _ _ ` 38.54' 384 0 - SH-a : -
»4Y
376 E. ► Q � a 1 , ; R-76.00 D=70'3gT � (TIE). � - -
of _ L=6 ,3 04 �;
. o ► J 380 0 R=5 5' S' �o n -
1 ^ D=13004'5 " 3, 0 3
CIO
�.� N32'44'58,.E fZ �6•��5"
-`� PLAT .� , 60 /�-� ,00 (RADIAL) 379 p�1%•14 .or , , , L=20.55' . _
LIMITS -C. ��377 I 378 P.R.C. D=1.33 48
- - v N R=1005.00'/ sH-s
IS 1 m L=31.61' ' R=81.00, (TIE) �T/...
R=810.00' i ?9•p �`' a 1 i •' p L=51.07' N.T.C. PLAT
� �srp, =1 48 09 ZiN.T.I.
�;� N.T.C. -LIMITS
L=71.17 130 0 F 19 1 // l=36.'0720"
D=5'02'04„ C,>>N2820.3 r''Cq� �pp'j N29,07'40"W , / `S3p• �pgRACr,.�---------------
(TOTAL) , `np D\ 11 0 W20 , RADIAL �� $S, -" • 1?9� PG q-14.. ` 386 UACREAGEN
�p 047' » �35; , �'�r (� ) 49 14" ,' S23'35 54 W \ P.C.
co 10 00 - 30.00, 24 50 �/ 55 .4 E ��1, (RADIAL)
i13 .� (NOT TO SCALE)
D,
T cr , ,
Qi� �\ C� 12 9 ,R ' � o/ 30 00 i123 48„ Riq 35.00 � , � �
✓ t�� 0'4�'1 ;—i co N.T.0 / ''C+ iR) PRM KEY IVIAF�
/ •J 0 i lI �' / , l L-7 S2g. !4•?7n C-27 , \ N�T.C�' (TYP.)
% aJ �, 11 32 0 „ D, ?g „ 1
o; D; 0 �1 '
, 20 E \135 23 48p,
0 0•
N2 ,o o�v o : ai o 9)
4'05 36 >> /,� /o h o w ov ^o�cV; / 0 (R i „ _
�cv S26'42 14 E R— 198.00'
(RADIAL) L=622.04'
N2 CqI9'' 3S 00 (R �o /�� �h �M # 0 , JZ
^ /� 0=180'00'00" `
WMT - 2 ' 0 6" O li "�' (TOTAL)
2 0 w 1 .F oo , �,20 AAS2..S. co.w ^o o,, ,' LEGEND
00 , 6 �/ D\ 1 �08'0��' W 32 30,e o it) Cb*�//
(b300000 R/� /� ?S" ,gCr''1':;1111 135.01, a �;�/i ; P.B. --- Plat Book
4jh ,' / 300 ,' ,, 05.4p, 532• Q.F. i �� / Pg(s)•---------- Page(s)
' , 0 '-05242'• 3� F 13 1 0, 0�, p ' I O.R.B.--------- Official Records Book
N65 54 24 E > / N?4• /�S 0 „ 19 `?3 , /�
0 05 1 t'N M.
173.37 i `0 36'•jV /' , / / Q� 0���/18 R) a WMT - 5 C.U.E.---------- City Utility Easement
35 � 5
8 �� ( D.E.---------- Drainage Easement
----------
S
L.M.E. Lake Mointenance Easement
U.E.---------- Utility Easement
41
�N �' 1 „ 13500• " N65'�54'24"E WMT---------- Stormwater Management Tract
V.24 OS 6 0 N29'20 58 W 70.17'�
�(/ '36"W (IE 0; , 2 h� h�/� M 125.90' 141.63'� I CA ---------- Common Area Tract
,o^^ 3S O0 , ,�i o ^ N �Z - �� (TIE) 63.42 - - - - - - - - - - Cen terlin e
Q ). O CS00 Q•� 'dry V4T 4 O 60.00 D=95'37'48"All I~ -------- a
I /l // CO / C/ F S�•� , Q s� 20 41.90 9 �' N
F' i4 W - Ri ht-of-Wa
00 (TIE) 8.71 R_ 1335.00' W
' , QV �� 4 `� 0 4 TIE W S.F.W.M.D----------- South Florida Water Management District 0
- - -' _ V Z Q o �' S 90 ( ) 24385 ,. _ N
J� Q Q D=1D 27 57 ' F.P.L.---------- Florida Power and Light -
N25. L=26.64 / Z
p 2345,, D=1'18'09" , / vh / ^ o L=15.72 ��1 TOTAL o
D, 168 ' P.U.D.---------- Planned Unit Development
o W ��� ,�� oo D=0'40 28 `2 02 �22 (TOTAL)
o
1 ^w 6 0 5
N/� 3500. N Q 6�g' �� W R---------- Radius
all ,,CO rn ,W d` o `� 0,2• L -- ------ Arc Length }
/iR=1112.00 ;� trJ� N �;/ crj �� S2� J 9 m
/ .ham / _12.24' co .o �C ;� 66)g�--------- W
I = D - Delta -Centro/ Angle Q
R=1307.00' N28• ,'�o.�� o o,, o'�n �� co IL M �� ;� gin' ,�^ 0��>/ .. .. �. CB ---------- Chord Bearing U)
L=532.31' D�20'00' Tp,4g 10"W �%C'V ^� '�'��, =ci/ �° a .` Z V ,0 �;,")� N.T.I. 3os1�' �, TRA,CT Vic IQ ------ g
D=23'20'07" ,0 52'36„ ' W C�-''C 135.00' ,S� /N /�'�� /% m' ��O`9S - Z °' o N h S1• C Chord Length <
oo
<NR, o o � s _ �• Co �J �' � P.C.---------- Point of Curvature.
N28.4*4 Q.i C �2 , , _ o ^ o ,^'� ^ • o �,' 0 '
TRACT "CA-14" oo \ 10"W 1 0�0 58�'�0' /M 3 o N29. ^ ` - jo N ,'� �• P.C. P. T.---------- Point of Tangency N
rn \ 3500, 40"/Mi \ p' 20'S8, 11 11 ' Q'll/ � , `�---------- - a
AND D.E. ai M o N. T. Non Tan ent
�v h , g
iN ti
R R 1330.0 O
z
II (VARIABLE WIDTH) � N // \ �' , � // // �O 65• �1�•QQ � ' ''� `� M � �� 8•
oN2 •o V 4,0 L=71.90 sue• _ N.T.C.---------- Non -Tangent Curve o
i,,�oP. 'j 4! �� p 00' , co 0 9�20'S8„ ooj ` �;6 Q :0^ D=3'05'51 " INC� I „� w L=440.165 °9' P. R. C. - - - - - - - - - - Point of Reverse Curve
$ 2 U' 2 , 4 r ro D=29 09 25
co �' F 2 0
S 0 I C. C. Compound Curve
0, � 0
\ o rn 11 �. � - UV Q 0 � r. TOTAL p o
s
N vim/ // % �V `,`
N32. Q� Zps� N ,' - N2920, �CT" '4Y �� ���60' o. n \ SEC. TWP. RNG.--------- Section Township Ran eof
R. •. 1 0' .h UNPLATTED P 9 W
5 5 P.T.
4 ? 4 N I
3 � 8 1 4 , �
5 � "ITV •3 _ R
W 11 � m , 2 2 �, ` // ACREAGE
(DLO��
13 , �� �- c� �- 16g 0 11�0 �-�00 , �, /i R---------- Radial m
5
0 •6 , co • � 0
Irn 0 Q l/ �► 8 0 o FOUND PRM o
� iR � a• -_ � � C, B, 4� � J W
�co , - C 5, , N , PLAT ---------- -
N Q co N o N v E,N2684 S 13,31684 , 2205„ (TYP;) - (NR% Non Radial o
PW
0
T O
D 0 ,LIMITS
1 `l l� Il - a
' 0 563 ,�, '� U -� p N ► - _ 1�40 , 4 11" w PLAT 29• (TYP.) Typical
o 11 ,
.0 C� 0� .�
o
o_ 2 0 3 m , i _ 1
C ,
co0 0 / C� 1 S�
8
J 11 � 5 � 4 ,
,o \ R4' r - 7 9 0 LIMITS 8 •9---------- o
1 4
co:� •76 \ 68 8 1 C.M. Concrete Monument
15 08'tiV o
/I N _ _ - - ` � . ��� 26, M S3T (y�j, , .pp, co
o _ ,
' W ;`'� I' �� ® - - 3r°o o Ce ?3 S6, 70.49 -9z ---------- S
�.. ,35'10 4p„ 4i 2 J LB Licensed Business
MgTCH--. ® 135.0p• ► 1 j ,moo:: N22.4?>,, ' ,_-------- Indicates (PRM PermanentIL
O
LII�,E`•, (R)' i / \ �1 �; CAS?5323,, - ®` Reference Monument-4'x4" ��
S ^
H 6 N
'7
EET 4 \s���, 581 �� .. j I- a 0' n Concrete Monument L87768 Q
C� d' �u 0 . Unless Otherwise Noted
-26 � � T CA ( 56 � TRACT � o 0
s
F 5 "
o� 9 0
S � ^
a
t RM Permanent o
/ AND D.E. ► M, � r� ►�?,� o // Indicates found P
9 rn .� r h
� �, (VARIABLE WIDTH) ,,..�� cV O �„ � cy co Q S69 49 52'tiV Reference Monument 4 x4 �
�g o�\�s ti� %pCo N� Q // z 11 0 i , w
I 1 //"N.T.C. 13.00 Concrete^Monument LB7768
o ,-�"� 3 - m vim" 'S2"w (Unless Otherwise Noted g
S F iit'.
I� S69'49 a
0
s\ R 1 J II o. ►- rn &I / (RADIAL) ®---------- Indicates PCP Permanent
�L 9 rn co o C.C.
o
\
F
c�
Z
o) rn
-� s Point B77 8
0 A i rn • w, ,� R-17.00 Control Po L o
� co 0
9
Co.. g ,
'�� 1 �G CO� Q _ a
••.. r_ L 30.57
t 11 Q
I I
rn
®"► o l- it 1► ^ D=103'02'36"
M
,, i G=
A �. o
CH so 1�
�---
L .o , 1 o
N _ R —
E �.. R-753.90
W �:;: o
H Z
E
ET , _
,
4 8.0 L-187.07
,
0
5.0 , r w
0
� U.C. D=14 13 02 �
C. E.
OTAL
Z
TRACT
)
CA-30
G,/,e,---o®in
a
O
40 80 z
/ Surveying, Inc .
41 S2 W.,Blue Heron Blvd. Phone: 56 1444-2720
SCALE. 1 — 40
Suite 105 www. eo ointsurve .com w
g P Y
a
Number LB 7768 Business Licensed Riviera Beach. FL 33404Z
PSLUSD # P24-048
SHEET 06 OF 08 SHEETS
CITY OF PORT ST. LUCIE PROJECT NO. 11652 33E o
VERANO SOUTH P.U.D. I - POD D - PLAT NO, 6
BEING A REPLAT OF ALL OF TRACTS "CA-8 "CA-9", "CA- l 2", WATER MANAGEMENT TRACT - 2, AND
WATER MANAGEMENT TRACT - 5, VERANO SOUTH P.U.D. I POD D - PLAT NO. S REPLAT, ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES I THROUGH 10, INCLUSIVE, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32,
PLAT BK 130 PG 23
VERANO SOUTH P.U.D. 1 - POD D -.PLAT NO. 6 PLAT BOOK 1�0
BEING A REPLAT OF ALL OF TRACTS "CA-8", "CA-9", TA- 12 WATER MANAGEMENT TRACT - 2, AND
WATER MANAGEMENT TRACT S,- VERANO SOUTH P.U.D.- I - POD D - PLAT NO. S REPLAT, ACCORDING PACE
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129 PAGES 1 THROUGH I0 INCLUSIVE, OF THE
A/' S0215510511N FILE NO.
4i/ So.78' PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32,
(rrOUL) TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
-7
DATE
P
SH-8 TIME
P.C. "A"
_ _ VERANO SOUTH P.U.D. 1 -
391 ' POD REPLLATNO. 5
NO2'551057E
12 1.09' P.T. _ '`s li VERANO SOUTH P.U.D. 1 -
<TOTAL> PRM PLAT - POREPLATNO 2
(TYP.) , LIMITS SH-7 S a
SH-3
_ — "B"
SH-6
(wa
39O �w _ UNPLATTED
w
- - ; ACREAGE
a� _ UNPLATTED
ow - - ACREAGE
PLAT 0 : SH-4
WAY
387 N.T.I. PLAT
LIMITS " I
S43'08'38 E 1231.21 ' (`TOTAL) I
' I
i
ZL
-'-
--------- R=198.00
L=622.04' I
D=180'00'00"
(rOTAL)
00
Im
- WMT-5 I W F_ o LiZ W
I - ,622 04, " "' � I O W
V.ID1450 8 p0o N J
R- I U
t01 0
.Op Q
E- 18006.331 Q
W I ��6 g3.00 `
W TRACT
I "CA-31'� .' R=419.00' I
L=891.28' , , -
� D=1 8n
i(TOTAL)I
J WMT-5
V �r �\ P.T.
�,
�� N29'S0'04"E ,'' •� , R�414.00�
UNPLATTED _1 \ 0
ACREAGE 38.32 D=121;43'02"
P.C.
►� 1.0
FOUND PRM_/
r17
(TYP.)
N29'50104 IF UNPLATTED f
i 44.37' ACREAGE
i
i
i
i
I R=865.00'
L=440.19' P.T. N41'33'06"E
D=29'09'25" �` I��(RADIAL)
(TOTAL)
N J ---------------- S29'50'04'tiV
S29'50'04"W I 50.59'
44.42'
R=8 O.00'
r�
L=448.91 '
D=29'33'51 " N.T.C.
(TOTAL) 0 40 80
UNPLATTED
_/ 6=M@d �� "I � i I I I — - I I I
ACREAGE
SCALE: 1 - 40'
PSLUSD # P24-048
CITY OF PORT ST. LUCIE PROJECT NO. (I 1-652-33E)
SH-5
'�. tP DWAY
'., Inert
UNPLATTED -
ACREAGE
(NOT TO SCALE)
KEY MAP
LEGEND
P.B.
---------- Plot Book
Pg(s).
---------- Page(s)
O.R.B.
---------- Official Records Book
C. U.E.
---------- City Utility Easement
D.E.
---------- Drainage Easement
L.M.E.
---------- Lake Maintenance Easement
U.E.
---------- Utility Easement
WMT
---------- Stormwater Management Tract
CA
Common Area ` Tract
C----------
Centerline
R/W
---------- Right —of —Way
S.F.W.M.D-
---------- South Florida Water Management District
F.P.L.
---------- Florida Power and Light
P.U.D.
---------- Planned Unit Development
R
- -- Radius
L
---------- Arc Length
D
---------- Delta —Central Angle
CB
---------- Chord Bearing
C
---------- Chord Length
P.C.
---------- Point of Curvature
P. T.
---------- Point of Tangency
N. T---------- Non —Tangent
z
N..T.C----------- Non —Tangent Curve 10
P.R.C.---------- Point of Reverse Curve a
10
C.C.--------- Compound Curve
SEC. TWP. RNG.--------- Section Township Range
(R)---------- Radial
0
(Ni4)--------- Non —Radial o
J
(TYP.)---------- Typical
C.M.---------- Concrete Monument o
a
LBO- - - - - - - - - Licensed Business g
Indicates (PRM) Permanent a
Reference Monument-4 x4 g
Concrete Monument LB7768
'Unless Otherwise Noted) o
0
__________ indicates found (PRM) Permanent 0
Reference Monument-4'X4"
Concrete Monument LB7768
(Unless Otherwise Noted) g
®---------- Indicates (PCP) Permanent
Control Point L87768 0
0
0
z
/ e
p
Z
0on it Q
0
Vgurvein , Inc. 9
J w
4152 W. Blue ZHeron'Blvd. Phone: (561) 444-2720
Suite 105� www.geopointsurvey.com
Riviera Beach, FL 33404 Licensed Business Number LB 7768 z
SHEET 07 OF 08 SHEETS
PLAT BK 130 PG 24
PSLU
CITY
VERANO SOUTH P.U,D, I - POD D --PLAT NO, 6 PLAT BOOK
BEING A REPLAT OF ALL OF TRACTS "CA-8", "CA-9", "CA-12", WATER MANAGEMENT TRACT - 2, AND
WATER MANAGEMENT TRACT - 5, VERANO SOUTH P.U.D. I - POD D PLAT NO. 5 REPLAT, ACCORDING PACE
TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 129, PAGES I THROUGH 10, INCLUSIVE, OF THE
PUBLIC RECORDS OF , ST. LUCIE COUNTY, FLORIDA AND BEING A PORTION OF SECTIONS 29 AND 32, FILE No.
TOWNSHIP 36 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
DATE
WMT-5
SH-a TIME
(P.B. 125, PG(s). 21-36) _
,.A"
VERANO SOUTH P.U.D. 1 -
POD D - PLAT NO. 5 1
VERANO SOUTH P.U.D. 1 - _ REPLAT
i
POD D - PLAT NO.4 REPLAT NO. 2 , -
. s -� � — — � � VERANO SOUTH P.U.D. 1 -
(P.B. 125, PG(s). 21-36) y POREPLA No 2
FOUND PRM SH-3 3 i sH-7 i SH-a
./ (TYP.) f ..8..
S43'08'38 "E 1231.2 t ' _ - _- sH-s "$. ' - . i
i (TOTAL) �, - *,.
J
N.T.C. -N-
Irz
5W - - - i ACREAGED
i N79'56'06"W °W - - -
(RADIAL)�i o� _ - i ACREAGE
i
o - SH-4WAY
MM
LU
Z r i SH-5 R
W WMT-5
LLI
TRACT "CA.31" ----
UNPLATTED
ACREAGE
(NOT TO SCALE)
R-419.00'
KEY MAP
�L=891.28�
31-35)
P.U.D. 1 -
'NO.3
31-35)
LEGEND
P.B.---------- Plat Book
Pg(s). ------ --- Page(s)
O.R.B.-------- Official Records Book
C. U.E.---------- City Utility Easement
D.E.----------
Drainage Easement
L.M.E.----------
Lake Maintenance Easement
U.E.----------
Utility Easement
WMT----------
Stormwater Management Tract
CA ----------
Common Area Tract
12----------
Centerline
a
RIW----------
Right —of -Way
N
S.F.W.M.D-----------
South Florida Water Management District
N
N
F.P.L----------
Florida Power and Light
P.U.D.----------
Planned Unit Development
Z
0
0
R----------
Radius
0
Of
L----------
Arc Length
w
rn
5
0
D----------
Delta -Central Angle
a
CB ----------
Chord Bearing
g
C----------
Chord Length
P.C.----------
Point of Curvature
Q
P. T.----------
Point of Tangency
N
N
N. T.----------
Non —Tangent
a
N. T.C.----------
Non —Tangent Curve
Z
0
P.R.C.----------
Point of Reverse Curve
0
C.C.----------
Compound Curve
0
SEC. TWP. RNG.----------
Section Township Range
w
-
U)
(R)----------
Radial
m
0
W
(NR)----------
Non —Radial
0
(TYP.)----------
Typical
a
IC.M.
----------
Concrete Monument
o
�\
Q
ACCESS EASEMENT I LB - �- >-- Licensed Business
(P.B. 129, PG(s).1-10) o^h"� R=30.00� / Indicates (PRM) Permanent a
�'^ � =38.25 � e -
ti 0= 73'03'06" - - - -
Reference Monument-4"x4"
O� P.R.C. R=53.00 \�o Concrete Monument LB7768
' N39'22 23 W J• (Unless Otherwise Noted) o
L=67.57' (RADIAL) o
D=73'03'06" - P.T.
f 11 - -----_ Indicates found (PRM) Permanent z
N11'03 55 W i - Reference Monument-4 x4
14.638 38'tiV'-_C Conccrete Monum `t LB7768
(RADIAL) 393 S2 55 05'1N N.T.C. , C
N.T.C. 80.78' o w - - l (Unless /Otherwise toted) a
„ rjo� P.T. / (TOTAL) h J \� L - _------=--- /.
N2055 05 E iF �• �.• v' ® Indicates (PCP) Permanent o
121.09' .•Q' N26011'2 "W o Control Point LB7768 0
� W O �ci a
(TOTAL) S 19.24 FORT ai j
392 /��(ir�F�a �'q v o
(p e Cr ,,� <a� 0
92 p R-1 ` , zz
�'<<'S'�V •W z
/ P 0 I now"40 80 e,0
/ / , ® 1lit
a1 Sur-v�e in , Inc. c)
SCALE. 1 40 /% � y g w
41 S2 W. Blue Heron•Blvd. Phone: (S61) 444-2720
Suite,105 / www.geopointsurvey.com
Riviera BeachrFL 33404 Licensed Business Number LB 7768 z
3D # P24-048
SHEET 08 OF 08 SHEETS
)F PORT ST. LUCIE PROJECT NO. (11-652-33E) o
i