HomeMy WebLinkAbout142 37-41 Riverland Parcel E - Plat SixCFN # 5615607 PLAT BOOK 142 PA
LUCIE COUNTY Deputy Clerk THE
37,Recorded 05/04/2026 03:11:05 PM SAINT
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REV"RLAND PARC'L PLAT
A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
SHEET 1 OF 5
ICI CTA # ,CjC1 E607
P BK 142 Pages 37 - 41
RECORDED 05/04/2026 03:11:05
PMf1
SAINT LUCIE COUNTY
DEPUTY CLERK TREJOA
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LEGAL DESCRIPi10N:
BEING A PARCEL OE LAND LYING WITHIN SECTION' 19, TOWNSHIP 37 SOUTH, RANGE 39
CEREIFICATION OF OWNERSHIP & DEDICATION (.ONTIN I�n1
EAST, CITY OF PORT ST./ LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING MORE
PARTICULARLYISCRIBE7DAS FOLLOWS: / / 5) THE UTILITY EASEMENTS (U.E.) AS SHOWN HEREON RUNNING ADJACENT AND
BEGIN AT THE SOUTHEAST CORNER OF TRACT L14, RIVERLAND PARCEL E - PLAT ONE, PARALLEL TO THE TRACTS FOR PRIVATE ROAD PURPOSES ARE NON-EXCLUSIVE
AS RECORDED IN PLAT BOOK 138, PAGE 1,/PUBLIC ,RECORDS OF ST. LUCIE COUNTY, EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION, OPERATION,
FLORIDA; BEING APPOINT ON A CURVE, CONCAVE WESTERLY, HAVING A RADIAL BEARING MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND
OF SOUTH�83'32%17" WEST, A RADIUS OFF 2430.00 FEET AND A CENTRAL ANGLE OF PRIVATE, INCLUDING, BUT NOT LIMITED T0, WATER AND WASTEWATER LINES, ELECTRICAL
LINES -GAS LINES; AND TELECOMMUNICATION LINES, AND ALL RELATED FACILITIES AND
03' 19'39"; THENCE SOUTHERLY ALONG /TNE ARC/ OF SAID ,CURVE TO THE RIGHT, A � '
DISTANCE OF 141.13 FEET TO THE POINT OF INTERSECTION WITH ANON -TANGENT LINE; APPURTENANCES. PURSUANT -,,TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY ACKNOMLEDGMENT
THENCE SOUTH 02'32'41" EAST, A�DISTANCE OF 50.00 FEET TO\THE POINT OF EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE STATE OF FLORIDA
AND OPERATION OF -CABLE TELEVISION SERVICES; PROVIDED HOWEVER NO SUCH COUNTY OF BROWARD
NON -TANGENT INTERSECTION ON A CURVE/ CONCAVE WESTERLY HAVING A RADIAL
. �' � � C,ONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION � OF CABLE TELEVISION
BEARING OF SOUTH 88'02 41 WEST, A RADIUS OF 2430.00 FEET AND A CENTRAL SERVICES SHALL INTERFERE\WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, BEFORE ME, BY MEANS OF PHYSICAL PRESENCE OR () ONLINE NOTARIZATION,
ANGLE OF 02'08'13"• THENCE SO\UTHERL'Y ALONG THE ARC OF SAID CURVE TO THE TELEPHONE, GAS, OR OTHER\PUBLIC\ UTILITY. IN THE EVENT A CABLE TELEVISION RICHARD M. NORWALK, WHO IS PERSONALLY KNOWN Tn GAF OR HAS PRODUCED
RIGHT, A DISTANCE OF 90.63 FEET/TO A POINT OF TANGENCY; THENCE SOUTH COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY IT SHALL BE SOLELY __ AS IDENTIFICATION, AND WHO EXECUTED THE
00'10'54" WEST, A DISTANCE OF 50.47 FEET; THENCE SOUTH 87*27'19"WEST, A RESPONSIBLE FOR THE DAMAGES.\THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE FOREGOING INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION, AND
APPn=L OF CITY OF PORT ST I 11C�F
DISTANCE OF 356.68 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH INSTRUMENT -.
SOUTHERLY, HAVING A RADIUS OF 834.00 FEET, A CENTRAL ANGLE OF 10-16-38"; OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND STATE OF FLORIDA
AS SUCH OFFICER N SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE
THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED COUNTY OF ST. LUCIE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORATION AND THAT IT
149.60 FEET TO A POINT OF TANGENCY; THENCE SOUTH 7710'40" WEST, A DISTANCE BY THE FLORIDA PUBLIC SERVICE /COMMISSION. IN THE EVENT THAT A LAW, STANDARD, WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY, AND
OF 316.02 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHERLY, CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND�MAINTENANCE THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAID CORPORATION. WITNESS
IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL E - PLAT SIX, HAS {
HAVING A RADIUS OF 566.00 FEET, A CENTRAL ANGLE OF 19'38b9"; THENCE WESTERLY /
OF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES, AS REFERENCED IN THIS MY HAND AND OFFICIAL SEAL THIS _L!rTN DAY OF _.ftf.AIL-------- 2026. BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE AND ALL
CLERK OF
ALONG THE ARC OF SAID CURE TO THE RIGHT, A DISTANCE OF 193.97 FEET T0� A PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION `PREVAILS. DEDICATIONS TO THE CITY OF PORT T. LUG E HEREIN ARE ACCEPTED, THIS
POINT OF TANGENCY; THENCE NORTH 83'11'11" WEST, A DISTANCE OF 155.03 FEET TO ��
THE POINT OF CURVATURE OF A CURE, DAY O F _ _ _ CIRCUIT COURT
CONCAVE SOUTHERLY, HAVING A RADIUS OF NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL/UTILITY EAEA NTS�UNNING �PAN� � COMMISSION ga ���`�---------------
1334.00 FEET, A CENTRAL ANGLE OF 06'40'05"; THENCE WESTERLY ALONG THE ARC OF ADJACENT AND PARALLEL/TO FIFTY FOOT (50,),,WIDE TRACTS FOR PRIVATE�ROAD NOTARY PUBLIC:_ _ _ NUMBER: _-_ K��y�
SAID CURVE TO THE LEFT, A DISTANCE OF 155.25 FEET TO A POINT OF TANGENCY; PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO
,THENCE NORTH 89'51 16 WEST, A DISTANCE OF 532.83 FEET TO THE POINT OF FOOT (2') WIDE RESTRICTED AREA (U.E.-R.A.) LOCATED ADJACENT, AND PARALLEL TO CITY OF PORT ST. LUCIE ATTEST:
PRINT NAME: _{X____
�11IIIIr/� �
CURVATURE OF A CURE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1834.00 FEET, A SUCH-FIF-T-Y-FOOT (50') WIDE�TRACTS. NO UTILITIES AND/OR�R�EL�ATE�FACILITIES/AND - � �i�� � •
CENTRAL ANGLE OF 04'S0'44"; THENCE WESTERLY ALONG THE ARC OF SAID CURE TO APPURTENANCES PERMITTED TO BE INSTALLED IN THE/UTILITY EASEMENTS AS PROVIDED � ��`�ii�'
�t
THE LEFT, A DISTANCE OF 155.10 FEET TO A POINT OF TANGENCY; THENCE SOUTH HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED�AREA WITHOUT THE MY COMMISSION EXPIRES:_S1,30_.2az&_ �Ci pT/t i"
85'18'00" WEST, A DISTANCE OF 68.04 FEET TO THE POINT OF NON -RADIAL PR OR -WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR �%' L' JESUS MEREJO, CITY MANAGER SALLY WA SH, CITY CLERK �) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990
�- ADJUSTMENT) FLORIDA EAST ZONE, STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE`"' _
INTERSECTION ON A CURVE, CONCAVE WESTERLY, HAVING A RADIAL BEARING OF SOUTH ASSIGNS EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. _ cn My Comm. Exit es Z - SOUTH LINE OF TRACT "L14" RIVERLAND / / PARCEL E -PLAT ONE, PLAT BOOK 138,
89'22'56" WEST, A RADIUS OF 2070.00 FEET AND A CENTRAL ANGLE OF 1 T29'01 "; = klay s0. 2026 1
No.IIH251040 .. � PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF
THENCE NORTHERLY ALONG THE ARC OF SAID CURE TO THE LEFT, A DISTANCE OF THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, NORTH 87'27'19" EAST, WITH ALL BEARINGS SHOW
631.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 18'06'05" WEST, A DISTANCE (P N HEREON BEING
OF 367.76 FEET TO THE POINT OF CURVATURE OF A CURE, CONCAVE EASTERLY, TREES PLANTED WITHIN THE BOUNDARIES/OF THE UTILITY EASEMENTS WHICH WOULD ACCEPTANCE OF DEDICATION p(f61�G �O ��� RELATIVE THERETO.
HAVING A RADIUS OF 143�).00 FEET, A CENTRAL ANGLE OF 09'20'29"; THENCE RESTRICT THE OPERATION AND/MAINTENANCE OF, OR WHICH MAY' IN ANY MANNER %
RESULT IN HARM TO THE CITY OF PORT ST. LUCIE'S FACILITIES. THE VALENCIA VISTA STATE OF FLORIDA 'i�F O� �� CLMVS RECORDING CERTIFICATE
NORTHERLY ALONG THE ARC OF SAID CURE TO THE RIGHT, A DISTANCE OF 233.14 ` � , / ii �F F� ��
COUNTY OF BROWARD ///III lit STATE OF FLORIDA 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL
FEET TO THE POINT OF INTERSECTION WITH A NON -RADIAL LINE; THENCE SOUTH HOMEOWNERS ASSOCIATION, INC:, THEIR SUCEESORS AND ASSIGNS, SHALL MAINTAIN, DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO
REPAIR AND REPLACE ANY PERMITTED IMP REGOI NG/, WHICOVERH'
THE UTILITY EASEMENTS, COUNTY OF ST. LUCIE CIRCUMSTANCES BE SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR
CURVE,
C EAST, A DISTANCE OF HAVING FEET TO THE POINT OF CURVATURE OF A WHICH ARE NOT PRECLUDED BY THE FOREGOING' WHICH MAY BE DAMAGED OR VALENCIA-V�S ATAT HOMEOWNERS ASSOCIATION, INC., HEREBY: DIGITAL FORM OF THE PLAT.
CURE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE � ' i
• " DESTROYED BY THE CITY S PORT ST. LUCIE' ITS SUCCESSORS AND/OR ASSIGNS \ ' \ ^ I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE FLORIDA DO
OF 90'00'00"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURE TO THE RIGHT, DESIGNEES OR CONTRACTORS IN THE OPERATION MAINTENANCE OF OR ACCESS TO THE
A DISTANCE OF 47.12 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00 08 44 i 1) ,ACCEPTS THEE DEDICATIONS AND/OR THEIR /OBLIGATIONS AS STATED HEREON, OF HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM 3 THERE MAY BE ADDITION
CITY S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, CT A, TRACT L15, LAKE MAINTENANCE EASEMENT, DRAINAGE EASEMENTS, ) AL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
WEST, A DISTANCE OF 53.30 FEET TO THE POINT OF CURVATURE OF A CURE, DRAINAGE SWALE EASEMENTS, LANDSCAPE EASEMENTS, UTILITY EASEMENTS AND WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CONCAVE EASTERLY, HAVING A RADIUS OF 566.00 FEET, A CENTRAL ANGLE OF SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH/ARE
CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE/EVENT PORT ST. LUCIE UTILITY EASEMENTS AS SETS FORTH UPON THIS PLAT AND PLI�1. , AND THAT THIS PLAT HAS �EE FJLED FOR RECORD IN PLAT BOOK
25'25'26"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURE TO THE LEFT, A SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST THEY SHALL BE t ,PAGES t OF THE PUBLIC RECORDS OF ST.
DISTANCE OF 251.15 FEET TO A POINT OF TANGENCY; THENCE SOUTH 25'16'41" EAST, SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE I ,/ ' SPECIFICALLY DEDICATED TO VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC.,) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND
LUCIE COUNTY, FLORIDA, THIS___ DAY OF __ 2026 DECIMALS
ITS SUCCESSORS AND/OR - -----� - � THEREOF.
A DISTANCE OF 210.64 FEET; 1HENCE NORTH 64'43 19 EAST, A DISTANCE OF 141.00 ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY RESPONSIBILITY OR COST TO 1 ��----
FEET; THENCE NORTH 82'39'56" EAST, A DISTANCE OF 52.56 FEET; THENCE NORTH THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOTE BE RESPONSIBLE FOR ANY 2) CONSENTS TO TNE�PLATTiNG OF THE LAND HEREIN.
64'43'19" EAST, A DISTANCE OF 141.00 FEET; THENCE SOUTH 25'16'41" EAST, A MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1,
DISTANCE OF 185.15 FEET TO THE POINT OF CURVATURE OF A CURE, CONCAVE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. DATED ash DA OF �� / 2026. FLORIDA
LUCIE. `�dl STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR
WESTERLY, HAVING A RADIUS OF 566.00 FEET, A CENTRAL ANGLE OF 25'25'26"; UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE.
THENCE SOUTHERLY ALONG THE ARC OF SAID CURE TO THE RIGHT, A DISTANCE OF MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT
251.15 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00'08'44" WEST 6) THE LANDSCAPE EASEMENTS (LE. , AS SHOWN HEREON ARE HEREBY/d✓
A DISTANCE ) DEDICATED TO pr AtN ST. LUCIE COUNTY, FLORIDA 6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURES ARE RADIAL TO THE
OF 23.07 FEET TO THE POINT OF CURVATURE OF A CURE, CONCAVE NORTHEASTERLY, THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, CHARLES SAEN �PRESIDENT/ • FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE - INTERSECTING CURVE UNLESS OTHERWISE NOTED.
HAVING A RADIUS OF 30AR FEET, A CENTRAL ANGLE OF DISTANCE
C THENCE MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. -�
SOUTHEASTERLY ALONG THE ARC OF SAID CURE TO THE LEFT, A DISTANCE OF 47.12
FEET TO THEFEET TO A NT OF POINT OFGCURVATURE THENCE
OFSOUTH
CURVE,51CONCAVE SOUTHERLY,DISTANCE
HOAVING 5A 7) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON, ARE HEREBY WITNESS WITNESS:
CERTIFICATION:
DEDICATED TO THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS 1 1, i �i•:"._
RADIUS OF 1666.00 FEET, A CENTRAL ANGLE OF 06'40'05"; THENCE EASTERLY ALONG � � -
AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION PRINT NAME: L���I PRINT NAME: L' - , A DULY LICEN
THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 193.89 FEET TO A POINT OF OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. ATTORNEY IN T E STATE F FLORIDA DO REBY CERTIFY THAT AS OF THE
TANGENCY; THENCE SOUTH 83'11'11" EAST, A DISTANCE OF 143.61 FEET TO THE POINT ��/ DAY OF ---�[ 2p2g: 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
OF CURVATURE OF A CURE, CONCAVE NORTHERLY, HAVING A RADIUS OF 3SA.00 FEET, SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE
A CENTRAL ANGLE OF 19'38'09"; THENCE EASTERLY ALONG THE ARC OF SAID CURE 8) THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS (P.S.L.U.E.) AS SHOWN HEREON THE RECORD TITLE TO THE N
TO THE LEFT, A DISTANCE OF 102.81 FEET TO A (POINT OF TANGENCY; THENCE NORTH LAD AS DESCRIBED AND SHOWN HEREON IS IN THE NAME AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND
ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS, ACKNOWLEDGMENT Or RIVERLAND ASSOCIATES V LLLP A FLORIDA LIMITED LIABILITY LIMITED
7T10'40" EAST, A DISTANCE OF 304.60 FEET TO THE POINT OF CURVATURE OF A - THAT PERMANENT CONTROL POINTS (P.C.P. S) AND LOT CORNERS WILL BE SET UNDER
CURE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1166.00 FEET, A CENTRAL ANGLE AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL PARTNERSHIP, THE ENTITY EXECUTING THE DEDICATION. THE GUARANTEES POSTED WITH INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR STATE OF FLORIDA H THE CITY COUNCIL OF PORT ST. LUCIE FOR THE
OF 10'16'38"; THENCE EASTERLY ALONG THE ARC OF SAID CURE TO THE RIGHT, A COUNTY OF BROWARD THERE ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON. REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL
OPEN AREAS FOR ACCESS T0, OPERATION, MODIFICATIONS, INSTALLATION W ER PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES -HAVE BEEN PAID THROUGH THE OF THE REQUIREMENTS OF CHAPTER 177 FLORIDA
DISTANCE OF 2b9.15 FEET TO A POINT OF TANGENCY; THENCE NORTH ST2719 FAST, MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED T0, WATER � ' STATUTES, AS AMENDED, AND IN
A DISTANCE OF 356.15 FEET TO THE POINT OF BEGINNING. AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE BEFORE ME, BY MEANS OF (✓f PHYSICAL PRESENCE OR O ONLINE NOTARIZATION, YEAR 2025. ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17,
NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR CHARLES SAENZ, WHO IS P RSONaI I Y KNQAN TOME OR HAS PRODUCED ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID (AND HAVE BEEN SATISFIED. FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND
CONTAINING 25. 69 ACRES, MORE OR LESS. ACROSS THE EASEMENT AREA WITHOUT THE CITY S WRITTEN PERMISSION. THERE SHALL ----------------------- AS IDENTIFICATION, AND WHO, EXECUTED THE THERE ARE ENCUMBRANCES OF/RECORD BUT -THOSE ENCUMBRANCES DO NOT PROHIBIT MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF
BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING FOREGOING INSTRUMENT AS PRESIDENT OF VALENCIA VISTA HOMEOWNERS ASSOCIATION, THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. THE CITY OF PORT ST. LUCIE, FLORIDA, THIS / � r'r'� DAY OF
INC., AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH - r2i 2026.
CEf�TIF1CATI0N OF OWNERSHIP & DEDICATION CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD � INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL/AFFIXED'T0 / \
RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORAT DATED THIS e=cS '-/DAY OF � ` �,'
RESULT IN HARM TO THE CITY'S FACILITIES. THE VALENCIA VISTA HOMEOWNERS IONXND 2026..
STATE OF FLORIDA ASSOCIATION, INC., ITS SUCCESSORS OR ASSIGNS, SHALL MAINTAIN, REPAIR AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE
COUNTY OF BROWARD REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT, WHICH ARE NOT AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAID / o'
C RPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS_aQ _ DAY OF BY: v
PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY, r % 2026• RY W
ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, / E
RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, OPERATION, MAINTENANCE OF, OR ACCESS T0, THE CITY'S FACILITIES. THE CITY, ITS PROFESSIO L SURVEYOR OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E - PRINT NAME ��� & MAPPER
PLAT SIX, BEING IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY - I -
SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH NOTARY PUBLIC:_ _ ATTORNEY AT LAW FLORIDA REGISTRATION NO. 4213
,. Ll
ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS � .{�
FLORIDA BAR `'� J��9� SAND & HILLS SURVEYING, INC.
1) THE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON TRACT A IS HEREBY SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID v.v. &N �/�0 �` i 6675 E. CALUMET CIRCLE
( )� IMPROVEMENTS WITHOUT LIABILITY RESPONSIBILITY OR COST I PRINT NAME:- FOR THE FIRM OF GREENBERG TRAURIG P.A.
TO THE CITY. THE CITY OF LAKE WORTH, FLORIDA 33467
----------- ------
DEDICATED TO THE. VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR „� AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES PURPOSES AND ARE SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC tRfVv� VII
THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND MY COMMISSION EXPIRES�Lo�.a� zin _,P! p,'., 1f. jvA"A;`,, THIS INSTRUMENT PREPARED BY
UTILITIES BY THE CITY OF PORT ST. LUCIE. - - -, C�itn�SQbet2�,,27 PERRY C. WHITE, P.S.M. 4213,
ASSIGNS. AN EASEMENT OVER AND UNDER SUCH PRIVATE ROAD RIGHTS OF WAY, AS
g�
SHOWN HEREON, IS ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE (CITY), COMMISSION �,i �� '3�a'� 9�bF STATE OF FLORIDA
ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS FOR NUMBER: SAND & HILLS SURVEYING, INC.
IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS ACCESS TO, OPERATION, MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC ` . 6675 E. CALUMET CIRCLE
UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES CAUSED THESE PRESENTS TO BE SIGNED D ITS GENERAL PARTNER, RIVERLAND AFFIXED
V LAKE WORTH, FLORIDA 33467 LB-7741
CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED PLANNING & ZONING PROJECT NUMBER: P25-161
AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY
MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH PRIVATE ROAD RIGHTS HERETO, THIS .15 DAY OFAV_--!-�, 2026. /
OF WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY �\ /
THE CITY. RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP �g >
2) THE DRAINAGE EASEMENTS (D.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO
BY: RIVERLAND V CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER
\
THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, BY: /
FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID DATE: ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE RICHARD M. NORWALK, VICE PRESIDENT /�i W GATLIN
USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, ��LTRADITIONS
��-._
F I PARKWAY
MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE z
FROM DISCOVERY WAY (E/W #1), SW MARSHALL PARKWAY (E/W #3) AND SUNDANCE WITNESS: a WITNESS: ___IW SHEETS
VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER � COMMIJIVITY BLVD.
MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS
z G /
PRINT NAME: ��r�r• �• �� PRINT NAME: Sin Q RIVERLAND �
SUBJECT TO THISPLAT PARCEL E 9 g`
3) THEWATER MANAGEMENT TRACT L15, AS SHOWN HEREON IS DEDICATED TO THE
O DISCOVERY WAY ON
VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR RIVERLAND RIVERLAND SW DISCOVERY
THE PURPOSE OF SURFACE WATER MANAGEMENT. SAID WATER MANAGEMENT TRACT MAY PARCEL C PARCEL A ? WAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR m /
/ - - /
RIVERLAND
DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR RIVERLAND ice- SHEET 2
- % / / /
DRAINAGE FROM DISCOVERY WAY (E/W#1), SW MARSHALL PARKWAY (E/W #3) AND PARCEL D PARCEL B 2-' sHEET a SHEET 3 /
SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR ,'.•`tlltiiy��`
SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS
E/W #3 /
SUBJECT TO THIS PLAT �' VALENCIA VISTA Q
CITY OF f RIVERLAND V
HOMEOWNERS SURVEYOR SITE
PORT ST. LUCIE CORPORATION�e
'4) THE LAKE MAINTENANCE EASEMENT (L.M.E.), AS SHOWN HEREON, IS HEREBY � - r / ASSOCIATION, INC. J Z � C-23 CANALKEY DEDICATED TO THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS , N.T.S.
AND ASSIGNS,, AND ARE THE PERPETUAL MAINTENANCE OBLIGATIONS OF
SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. � � f � ♦ � I ra _
i
LOCATION MAP
NOT TO SCALE
48 P25-161 1 OF 5
PLAT BK 142 PG 38
1 TRACT "L14„
N 1058129.670
1 1 �
Nip
ZM E316.02' ,
N ,77
S
V 5 77010140" E 3A6.02'
Q � N
67 02 '
1 \1 V L-1 %L-ml VV 1 MI \VLL L
TRACT "L26" PLAT ONE
(P.B. 138, PG. 1)—�
L--.,a. F u
(NON -TANGENT)
N 8702 E
4.62'
S
02032'41" E
N 87027' 19 E
50.00'
70.13'
,N 87027' 19" E
\ 4.62'
R=25.00'
Z
A=91010'36"
L-39.78'
—
ry
w
o I
D
W N
r=p___---R=2430.00'
w � � _
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2008' 13"
O N
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00
L=90.63'
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con'
P�e,l�4L
fel 20
'LEGEND:
0
- SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
❑
- FOUND PERMANENT REFERENCE'MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
•
- SET PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
O
- FOUND PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
A
- DELTA ANGLE
AC.
- ACRES
B.E.
- BUFFER EASEMENT
CB
- CHORD BEARING
CH
- CHORD DISTANCE
CL
- CENTERLINE
D.B.
- DEED BOOK
D.E.
- DRAINAGE EASEMENT
D.S.E.
- DRAINAGE SWALE EASEMENT
L
- ARC LENGTH
L.A.E.
- LIMITED ACCESS EASEMENT
L.E.
- LANDSCAPE EASEMENT
L.M.A.E.
- LAKE MAINTENANCE ACCESS EASEMENT
L.M.E.
- LAKE MAINTENANCE EASEMENT
N.R.
- NOT RADIAL
N.R.T.R.
- NOT RADIAL TO REAR
N.T.S.
- NOT TO SCALE
O.R.B.
- OFFICIAL RECORD BOOK
O.E.
- MAINTENANCE & ROOF OVERHANG EASEMENT
P.B.
-PLAT BOOK
P.C.P.
- PERMANENT CONTROL POINT
PGS.
- PAGES
P.O.B.
- POINT OF BEGINNING
P.O.C.
- POINT OF COMMENCEMENT
P.S.L.U.E.
- PORT ST. LUCIE UTILITY EASEMENT
P.S.M.
- PROFESSIONAL SURVEYOR AND MAPPER
R
- RADIUS
R/W
- RIGHT-OF-WAY
S.F.
- SQUARE FEET
S.T.
- SURVEY TIE
U.E.
- UTILITY EASEMENT
RAD
- RADIAL LINE
U.E.-R.A.
- UTILITY EASEMENT -RESTRICTED AREA
P.C.
- POINT OF CURVATURE
P.T.
- POINT OF TANGENCY
P.R.C.
- POINT OF REVERSE CURVATURE
P.N.R.I.
- POINT OF NON -RADIAL INTERSECTION
P.R.I.
- POINT OF RADIAL INTERSECTION
P.C.C.
- POINT OF COMPOUND CURVATURE
I N 780000.00
E 930000.00
_ STATE PLANE COORDINATE VALUE
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 42130
STATE OF FLORIDA
SAND &HILLS SURVEYING, INC.
6675 E: CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467 LB-7741
n
SHEET 5
i
NOTES: — — — SHEET 4
SHEET E /
COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
ZONE = FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET /
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)Y �qp
SCALE FACTOR = 0.99998023 N.'T.S.
PLAT BEARING = GRID BEARING {
GROUND DISTANCE X SCALE FACTOR GRID DISTANCE /
PSLUSD PROJECT # 5269F SH0248 Pi25 161 SHEET 2 OF 5
1
DIVE' LAND F'ARC -L EA
- FL,aT SIX
A PARCEL OF
I
LAND LYING IN SECTION
19,
TOWNSHIP
37 SOUTH,
Q A KIr7
-AQ
G' n CT
rTTY
nW
PnRT
4ZT
I
I
IrTP
CT
I I
Ir
TP7 rnl
INITY
171 nQTn
A
0 8 20 40 80 120
RIVERLAND PARCEL E -• ,
RIVERLAND PARCEL E -
PLAT ONE PLAT ONE
(P.B. 138, PG. 1)
(P.B. 138, PG. 1)� SCALE: 1" = 40'
TRACT "L14"
TRACT "L14" TRACT "L14"
R=30.00' R=16,66�0�0» N 77010'40" E
90000'00" S 89051' 16" E 6040 05 R=300.00' 304.60' LEGEND.
T T p ��� ® - SET PERMANENT REFERENCE MONUMENT
L=47.12' S8.57' L=193.89' ��S 83° 11' 1 1" E LIMITS S A 19°38'09" 5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
/ 143°6 OF PLAT L=102.81' N 1058062.073 r No STAMPED PRM L.B. #7741
o 'w E 827345.882�� rn [3 FOUND PERMANENT REFERENCE MONUMENT
P.c" / N 1058073.7,49 -
P.T. C. 6?•2p 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
/ E 827101.118 / -� N 1058056.711 / STAMPED PRM L.B. #7741
/ E 827243.714 0' • - SET PERMANENT CONTROL POINT
=2°29�59" / P.T. 6�2 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
L=72.69'� � �=2°29'S9" /o w
0 0 ° L=72.69 � � \N �
35.2T _j P C P.T. O - FOUND PERMANENT CONTROL POINT
o� �r�i cn
T5.60' \ 65.61
LO
M^ tp•- �ti o� ��
� � � 0° \ / " Z NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
F0 coo o m Oil° v - co / �/ 32.74' , 33 A _ DELTA ANGLE
!� o d -� o CL 15' �.E.� ! ° L� 66 89' r Of AC. -ACRES
cy d o� zw d-� / 7.5' NM itcA ? _
B.E. - BUFFER EASEMENT
581 N CB CHORD BEARING
p $ o CH - CHORD DISTANCE
w z w o- w 7.5' N' Z �0 9475 S.F. z
-`� _0 573 s- o ti �w I q w No 580 0 0
572 0 00 0 574 v o � CENTERLINE
D.B. -DEED BOOK
o O o 575 w, Z 9475 S.F. D.E. -DRAINAGE EASEMENT
9815 S.F.
g z 9498 S.F. Z o 9815 S.F. o v i �CD o I 576 w ! N° Z 579 o No l D.S.E. _DRAINAGE SWALE EASEMENT
z 10865 S.F. ;r a O a o \ , ?0 9475 S.F. o_ L ARC LENGTH
z R Z to ^I 10660 S.F. V_ �' 577 M 578 o N C L.A.E. -LIMITED ACCESS EASEMENT
L.E. LANDSCAPE EASEMENT
0 . z ~ o o L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT
o v d N. o,'^ 10453 S.F. z a v 11935�S.F.
z --
o w o m w z Z W N L.M.E. - LAKE MAINTENANCE EASEMENT
N.R. - NOT RADIAL
N _1 p r in ' p' ' N.R.T.R. - NOT RADIAL TO REAR
° "
0
- N.T.S. NOT TO SCALE
, 2 �- 2
, 2 9 .- � 7 �-
5 6
(� ° 62 68 L=66.53 L=66.53 9 I I o i 316•p2' can
-
_ O.R.B. - OFFICIAL RECORD BOOK
'q0" '/ V O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
N 89 51 16 W 204.57 R=1525.00'=6'40'05 W P.B. - PLAT BOOK
" L=177- 48, 35 27 `ii w 6� p2p2 N 77°10 E N
�� 75.60 q 02 W
_ A - ;��\`_=14°00' 5 j�316•�"'"� N Q N P.C.P. -PERMANENT CONTROL POINT
_ / 40 •� PGS. -PAGES
44.1E 73 N °1� cr
�� 254.57 R=1500.00 A=6°40105" L=174 57' N N 83°11'11" W 155.03' �_L �--- 77 P.O.B. -POINT OF BEGINNING
N 89°51'16" W 532.83' CB=N 3"W CH 7, - D�LCE VITA e0(J(,EV,4 R=375.00' ��=19°38'09" L=1 2-� J 0' P.O.C. - POINT OF COMMENCEMENT
qq 4/ N-83 1 �' 11,_' W 155.03' RD p8 �' E 316 02 i P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
' '4pl '� P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
N 89°51'16" W 532.83' - R=1475.00'=6°40'05" L=171 N 1�--- _ / _ ,O.g„ L=137 -� N,TT° �,
66 1'R „ R-400.00-19 38 --i'r� -� 6T Zp 0 R - RADIUS
r 67.20' _ }-� 68 3,25" 0=°53,19� N 83°1ACr AM / CB=N86°59'4'S"E CH=136.41 / /," / rCn R/W -RIGHT-OF-WAY
\ S.F. - SQUARE FEET
4. 36 41.08' - � 1�03, \ / �� 65' i 6Z.2� ' �� -
to w N . -- 67.20' ° L=145 S.T. SURVEY TIE
R=425.00 0=19 38 09
ti _ 46.75' - - ; " Sol 2' 45 m N° U.E. _UTILITY EASEMENT
od =8°44 �1 1_ L=60.92 �, / Z RAD -RADIAL LINE
„ n o L=64.80 \ o U.E. R.A. UTILITY EASEMENT -RESTRICTED AREA
w w No 531 0 o P.C. - POINT OF CURVATURE
w Z � P.T. - POINT OF TANGENCY
Zr '� � w �, m N 532 $ - 9475 S.F. P.R.C. - POINT OF REVERSE CURVATURE
0 541 0 0 540 o o w 4 Z Q os P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
o moo 539 o w N 533 P.R.I. - POINT OF RADIAL INTERSECTION
0 No P.C.C. -POINT OF COMPOUND CURVATURE
0 9475 S.F. 0 9949 S.F. 0 4S.F.8 _o o� w z �� O s kq 9475 S.F.
998 S. .co z z o 537 o . o N 780000.00
Z Z 9682 S.F. d cn o co A O o �,, 9475 S.F. - STATE PLANE COORDINATE VALUE
o ! 536 ►� o w 534 0 0� E 930000.00
Z 9475 S.F. O o 535 0
0 9869 S.F. d d o 10583 S.F.
M o Z i 0 10653 S.F.
b o z 6? 2p,
o N
AL 2°39' 15" L�=2°53' 19" d -� �' 67
67.20 61.79 L=67.25' _ o
d W 6T 2p• o
P.T. o w 41.08' N N " rn �..-�
N 67 20' a =s° 12' 45 I THIS INSTRUMENT WAS PREPARED BY
P C 46.75' A =8°44' 1 1 " � � =81 • � 3 '-
N 1057753.517 L=86.30' P.C. �� PERRY C. WHITE, P.S.M. 42139
E 826906.856 P.T. _ w �~ , S 77° 10'40" W STATE OF FLORIDA
N 1057744.100 0 N 1057735.8, 3 SAND & HILLS SURVEYING, INC.
N 89051' 16" W R=1334.00' E 827061.730 N _ E 827408.424 316.026675 E. CALUMET CIRCLE
532.83' A 6°40'05" o " N 1057725.707 TRACT "L26 LAKE WORTH, FLORIDA 33467 LB-7741
L=155.25' N 83 11 11� W E 8272,5.667 LIMITS TRACT "L26"
155.03 R=566.00
_ " OF PLAT. RIVERLAND PARCEL E -
19° 38 09 PLAT ONE
TRACT "L26" TRACT "L26" L=193.97' (P.B. 138, PG. 1)
RIVERLAND PARCEL E -
PLAT ONE
(P.B. 138, PG. 1)
SHEET 5
NOTES:
- - - -SHEET 4 / SF ET 2
SHEET 3 /
f COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) /
ZONE - FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET
' COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
SCALE FACTOR = 0.99998023 N.T.
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
PSLUSD PROJECT # 5269F SH0248 P25-161 SHEET 3 OF 5
S 89022'56" W
(RADIAL)
— \—
N 1057743.136
d
a.'
HVL
�!
w LA'_1
EL
E
A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 4 OF 5 Z�
�cl ��
r
10653 S.
0oo
Ncr
IN 35, A5 o
\
oos
� to �
MATCH LINE �� �° N� o o \ \ AA,;
(SEE SHEET 5) \ o w N
N _
12351 S.F. 1 °_ �—, r n ,� 10E
TRACT ;L' 15"
WATER MANAGEMENT TO
6.77 AC.
RIVERLAND PARCEL E —
PLAT ONE
(P.B. 138, PG. 1)
TRACT "L26"
TRACT "L26"
� � 254.5T
L11VIl I J ■
OF PLAT
Zo' RIVERLAND PARCEL E
�ME PLAT ONE
(P.B. 138, PG. 1)
R=566.00' 0 8 20 40 so 120
A 25°25'26" 77774
r
SCALE. 1 — 40
o�
s TRACT "L14"
S 00008'44" W
►s" 20 2
tL.M.E.zm
3007'
P.T.=30.00'
A_C40*00'00"
XLLtZ---
eh ub
LEGEND:
®
- SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
❑
- FOUND PERMANENT REFERENCE MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
•
- SET PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
O
- FOUND PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
- DELTA ANGLE
AC.
- ACRES
B.E.
- BUFFER EASEMENT
CB
- CHORD BEARING
CH
- CHORD DISTANCE
CL
- CENTERLINE
D.B.
- DEED BOOK
D.E.
- DRAINAGE EASEMENT
D.S.E.
- DRAINAGE SWALE EASEMENT
L
- ARC LENGTH
L.A.E.
- LIMITED ACCESS EASEMENT
L.E.
- LANDSCAPE EASEMENT
L.M.A.E.
- LAKE MAINTENANCE ACCESS EASEMENT
L.M.E.
- LAKE MAINTENANCE EASEMENT
N.R.
- NOT RADIAL
N.R.T.R.
- NOT RADIAL TO REAR
N.T.S.
- NOT TO SCALE
O.R.B.
- OFFICIAL RECORD BOOK
O.E.
- MAINTENANCE & ROOF OVERHANG EASEMENT
P.B.
- PLAT BOOK
P.C.P.
- PERMANENT CONTROL POINT
PGS.
- PAGES
P.O.B.
- POINT OF BEGINNING
P.O.C.
- POINT OF COMMENCEMENT
P.S.L.U.E.
- PORT ST. LUCIE UTILITY EASEMENT
P.S.M.
- PROFESSIONAL SURVEYOR AND MAPPER
R
- RADIUS
R/W
- RIGHT-OF-WAY
S.F.
- SQUARE FEET
S.T.
- SURVEY TIE
U.E.
- UTILITY EASEMENT
RAD
- RADIAL LINE
U.E.-R.A.
- UTILITY EASEMENT -RESTRICTED AREA
P.C.
- POINT OF CURVATURE
P.T.
- POINT OF TANGENCY
P.R.C.
- POINT OF REVERSE CURVATURE
P.N.R.I.
- POINT OF NON -RADIAL INTERSECTION
P.R.I.
- POINT OF RADIAL INTERSECTION
P.C.C.
- POINT OF COMPOUND CURVATURE
N 780000.00
E 930000.00
- STATE PLANE COORDINATE VALUE
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213,
STATE OF FLORIDA
SAND & HILLS SURVEYING, INC.
6675 E. CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467 LB-7741
SHEET 5
NOTES:
SHEET 2
SHEET 3
COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT) /
ZONE = FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET
COORDINATE SYSTEM - 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION /
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) KEY Me
SCALE FACTOR = 0.99998023 N.-T.S.
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE l ��
PSLusD PROJECT # 5269E SH0248 P25-161 SHEET 4 OF 5
P.
P.C.
UNPLATTED N 1058363.950 ems. 10307 S.F. 63$
SECTION 19, E 826048.980 �'� / �\�1p, vE 10814 S.F. ;
.TOWNSHIP 37 SOUTH,i,�3 �!\ 2� e�p5� . �,�„ �
RANGE 39 EAST .� o. /N6A ppi / �o p 5N 6g2
vE \ \..' N NSA1 gip,
/ IGH� A'
R_2070.00 o / 561 R=425.00' tA=25025'26"2 . 226M"E s /
0 17 29 O1 �M�� 1077o S.F.pz; 8� L=188.58'
L=631.65 �. .
rn R=375.00
' RC�Sr E 2166," 406
pA,g'( A
p ��, C rol
i 6
9
R-300.00 N
6 , 8
A=25°25'26"
L=133.12' NOTES:
' -` COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
y MATCH LINE ZONE = FLORIDA EAST ZONE
s i -SURVEY FEET (SEE SHEET 4) LINEAR UNIT - U.S.us
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
SCALE FACTOR = 0.99998023
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
PSLUSD PROJECT # 5269F
OLtLA?----
�G Lt l
LEGEND:
®
- SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
❑
- FOUND PERMANENT REFERENCE MONUMENT
5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
•
- SET PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
O
- FOUND PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
A
- DELTA ANGLE
AC.
-ACRES
B.E.
- BUFFER EASEMENT
CB
- CHORD BEARING
CH
- CHORD DISTANCE
CL
- CENTERLINE
D.B.
- DEED BOOK
D.E.
- DRAINAGE EASEMENT
D.S.E.
- DRAINAGE SWALE EASEMENT
L
- ARC LENGTH
L.A.E.
- LIMITED ACCESS EASEMENT
L.E.
- LANDSCAPE EASEMENT
L.M.A.E.
- LAKE MAINTENANCE ACCESS EASEMENT
L.M.E.
- LAKE MAINTENANCE EASEMENT
N.R.
- NOT RADIAL
N.R.T.R.
- NOT RADIAL TO REAR
N.T.S.
- NOT TO SCALE
O.R.B.
- OFFICIAL RECORD BOOK
O.E.
- MAINTENANCE & ROOF OVERHANG EASEMENT
P.B.
- PLAT BOOK
P.C.P.
- PERMANENT CONTROL POINT
PGS.
- PAGES
P.O.B.
- POINT OF BEGINNING
P.O.C.
- POINT OF COMMENCEMENT
P.S.L.U.E.
- PORT ST. LUCIE UTILITY EASEMENT
P.S.M.
- PROFESSIONAL SURVEYOR AND MAPPER
R
- RADIUS
R/W
S.F.
- RIGHT-OF-WAY
- SQUARE FEET
S.T.
- SURVEY TIE
U.E.
- UTILITY EASEMENT
RAD
- RADIAL LINE
U.E.-R.A.
- UTILITY EASEMENT -RESTRICTED AREA
P.C.
- POINT OF CURVATURE
P.T.
- POINT OF TANGENCY
P.R.C.
- POINT OF REVERSE CURVATURE
P.N.R.I.
- POINT OF NON -RADIAL INTERSECTION
P.R.I.
- POINT OF RADIAL INTERSECTION
P.C.C.
- POINT OF COMPOUND CURVATURE
N 780000.00
E 930000.00
_ STATE PLANE COORDINATE VALUE
5
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213,
STATE OF FLORIDA
SAND & HILLS SURVEYING, INC.
6675 E. CALUMET CIRCLE
LAKE WORTH, FLORIDA 33467 LB-7741
4
3
Kj
N.T.S.
SH0248 P-25 161 SHEET 5 OF 5