HomeMy WebLinkAbout138 18-25 Riverland Parcel E - Plat TwoCFN # 5579358 PLAT BOOK 138 PAGE"I8,"Recorded 02/05/2026 08:16:35 AM SAINT
LUCIE COUNTY Deputy Clerk TREJOA
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA.
LEGAL DESCRIPTION //�
BEING A PARCEL�OF LAND LYING WITHIN/SECTIO,NS 1-8-AND 19, TOWNSHIP 37 SOUTH, RANGE 39 _ SHEET OF 8
EAST, CITY.,OF PORT/IST. LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEG_ AT THE -MOST NORTHERLY/POINT OF RIVERLAND PARCEL E - PLAT ONE, AS RECORDED IN
PLAT BOOK 138, PAGE 1, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE ALONG
THE NORTHERLY BOUNDARY OF SAID/RIVERLAND PARCEL E — PLAT ONE FOR THE FOLLOWING
NINE (9) DESCRIBED CO USES, SOUTH 46'15'30" WEST,/A DISTANCE OF 88.00 FEET; THENCE t'FRTIFlC.ATION OF OWNERSHIP &DEDICATION _(CONTINUED) CERTIFl sTION OF OWNERSHIP & DEDICATION (CONTINUED)
SOUTH 01'15'30" WEST,/( A DISTANCE OF 84.06 FEET, THENCE NORTH 7T27 29 WEST, A
DISTANCE OF 90.72 FEET TO THE POINT OF NON -RADIAL INTERSECTION WITH A CURVE, CONCAVE 6) THE OPEN SPACE TRACTS OS1 THROUGH OS7, AS SHOWN HEREON, ARE HEREBY 10) THE LANDSCAPE EASEMENTS (LE.), AS SHOWN HEREON, ARE HEREBY DEDICATED
NORTHWESTERLY, HAVING�A RADIAL BEARING OF NORTH 73 58 19 WEST, A RADIUS OF 305.00 DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND
FEET AND A CENTRAL ANGLE OF 42'50 15 ; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID SUCCESSORS AND ASSIGNS, FOR OPEN SPACE, UTILITY, DRAINAGE FACILITIES, ASSIGNS, FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE
CURVE D THE RIGHT, A DISTANCE OF 228.04 FEET TO ,THE POINTLOF�REVERSE CURVATURE ID PEDESTRIAN ACCESS�AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS.
HAVING A RADIUS OF 2000.00 FEET,, -,A CENTRAL ANGLE OF VEHICLE PURPOSES AND,ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID
A CURVE, CONCAVE SOUTHEASTERLY, , ASSOCIATION, -ITS SUCCESSORS AND ASSIGNS. 11) THE DRAINAGE SWALE EASEMENTS (D.S.E.), AS SHOWN HEREON, ARE HEREBY
03'22'33"' THENCE SOUTHWESTERLY ALONG THE ARC/OF SAID CURVE TO THE --,LEFT, A DISTANCE DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS p�PPROV I OF CITY OF PORT ST. LUCIE
OF 117.84 FEET TO A POINT OF TANGENCY THENCE SOUTH 55'29'23" WEST'A DISTANCE OF �, SUCCESSORS AND ASSIGNS FOR DRAINAGE PURPOSES AND THEY ARE THE STATE OF FLOi?IDA
OF 11 FEET; THENCE SOUTH 35'42'06" EAST A/DISTANCE OF 47.90 FEET TO THE> POINT OF 7) THE CITY OF PORT ST�UCIE UTILITY EASEMENTS (P.S.L.U.E.) AS SHOWN HEREON MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS.
COUNTY OF ST. LUCIE
ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS SUCCESSORS,
CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF�570:00 FEET', A AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL
• � "SAID' -CURVE TO THE � \ IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS
L ANGLE OF 00 06 27 • THENCE SOUTHEASTERLY ALONG THE ARC OF INGRESS EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER, RIVERLAND V IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL E -PLAT TWO, HAS
CENTRAL /
(STANCE OF 4.83 FEET TO THE POINT OF INTERSECTION WITH ANON -RADIAL LINE; OPEN AREAS FOR ACCESS TO,\ OPERATION, MODIFICATIONS, INSTALLATION OF OR CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE AND ALL
RIGHT, A D
" DISTANCE OF 140.00 FEET TO THE POINT OF NON -TANGENT MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER DEDICATIONS TO THE CITY OF PORT ST. LUCIE HEREIN ARE ACCEPTED, THIS
THENCE SOUTH 54 37 44 WEST, A DIST HERETO, THIS �t7�ADAY OF�� 2026. � __
INTERSECTION WITH A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIAL BEARING OF; SOUTH AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE — --� ---- _______ DAY OF . �__ ___________ 2026.
54'23'35" WEST, A RADIUS OF 2430.00 FEET AND A CENTRAL ANGLE OF 00'05'41" I THENCE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR
NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 4.02 FEET TO (A ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE SHALL RIVERLAND ASSOCIATES V. LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP
NORTH 35'42'06" WEST, A DISTANCE OF 366.39 FEET; THENCE BE NO IMPROVEMENTS OF ANY! KIND INCLUDING, BUT NOT LIMITED TO,,1LANDSCAPING BY: RIVERLAND V CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER
POINT OF TANGENCY; THENCECONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD CIT OF PORT T. LUCIE AT
SOUTH 54'17'54" WEST, A DISTANCE OF 194.66 FEET TO THE POINT OF CURVATURE OF 'A RESTRICT THE OPERATION AND MAINTENANCE,.OF, OR WHICH MAY IN ANY MANNER
RESULT IN HARM TO THE�CITY'S FACILITIES. THE�RIVERLAND/PARCE�E HOMEOWNERS BY: G//� DATE: O� 20 2oZV _ ----- •--
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1234.00 FEET, A CENTRAL ANGLE OF _
35'50'51 "; THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF ASSOCIATION INC. ITS/SUCCESSORS OR ASSIGNS, SHALL MAINTAIN�REPAIR_AND RICHARD M. NORWALK VICE PRESIDENT JESUS MEREJO CITY MANAGER S SAL Y WALSH CITY CLERK
772.06 FEET TO A POINT OF TANGENCY; THENCE NORTH 89'51'16" WEST,' A DISTANCE OF REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY�EASEMENT, WHICH/ -ARE NOT ' '
, PRECLUDED BY THE, -FOREGOING; WHICH MAY BE/DAMAGED OR' -DESTROYED BY THE CITY, v ��
805,09 FEET; THENCE NORTH 00 08 44 EAST, A DISTANCE OF 232.92 FEET, THENCE SOUTH ITS_SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS I,WTHE CONSTRUCTION, WITNESS: �. � WITNESS.
89 51 16 EAST, A DISTANCE OF 855.22 FEET TO THE POINT OF CURVATURE OF A CUR OPERATION, MAINTENANCE OF, OR ACCESS/T0, THE/CITY S�FAGILITIES. THE CITY, ITS/
CONCAVE NORTHERLY, HAVING A RADIUS OF 649.00 FEET, A CENTRAL ANGLE OF 35'S0'51 "; SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT/TO REQUIRE�THE REMOVAL�OF ANY �(AYIGSS� fA��
THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 406.05 FEET IMPROVEMENTS; WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH PRINT NAME: __����� PRINT NAME:
��'— CLEF�('S RECORDS CERTIFICATE
TO A POINT OF TANGENCY; THENCE NORTH 54'17 54 EAST, A DISTANCE OF 360.21 FEET; ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS STATE OF FLORIDA
THENCE NORTH 35'42'06" WEST, A DISTANCE OF 485.95 FEET TO THE POINT OF CURVATURE OF SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS/WILL REMOVE SAID
IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO/THE CITY. THE�ITY OF COUNTY OF ST. LUCIE
A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 530.00 FEET, A CENTRAL ANGLE OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR/--� /
10'20'30"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE SAID EASEMENTS EXCEPT ASXSHALL RELATE TO THE SERVICING OF SUCH PUBLIC AC!E
INTERSECTION WITH A RADIAL LINE; THENCE NORTH 43 57 24 I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY
OF 95.66 FEET TO THE POINT OF INTERS UTILITIES BY THE CITY OF PORT ST. LUCIE. STATE OF FLORIDA CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH
• THENCE NORTH 30'2'9'33" EAST, A DISTANCE OF 76.76 FEET / COUNTY/O� BROWARD ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MA S ND PLATS,
EAST, A DI
STANCE OF 140.00 FEET, � /
TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF g THE UTILITY EASEMENTS'(U E.) AS SHOWN HEREON RUNNING ADJACENT AND AND THAT HIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK _1 ________,
144.00 FEET, A CENTRAL ANGLE OF 31'53'58"; THENCE NORTHEASTERLY ALONG THE ARC OF PARALLEL TO THE TRACTS FOR PRIVATE ROAD/PURPOSES ARE NON-EXCLUSIVE BEFE ME, BY MEANS OF 09 PHYSICAL PRESENCE OR ()ONLINE NOTARIZATION, PAG _� _'_2,S___ OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS
SAID CURVE TO THE RIGHT, A DISTANCE OF 80.17 FEET TO THE POINT OF COMPOUND EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION, OPERATION RICHARD"M. NORWALK WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED DAY 0__ 2026.
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 13OF FEET, A MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES BOTH PUBLIC AND ! - AS IDENTIFICATION AND WHO EXECUTED THE ---------- ----- -- '
CURVATURE OF A C J
CENTRAL ANGLE OF 07' 13'44"; THENCE NORTHERS ERLY ALONG THE ARC OF SAID CURVE TO PRIVATE, INCLUDING, BUT NOT LIMITED T0, WATER AND/WASTEWATER LINES, ELECTRICAL FOREGOING -INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION, AND ,1, ��--
AND TELECOMMUNICATION LINES AND ALL RELATED/FACILITIES AND SEVERALLY ACKNOWLEDGED TO AND BEFORE/ME THAT HE EXECUTED SUCH`^"1
LINES, GAS LINES, LINES,
THE RIGHT, A DISTANCE OF 170.45 FEET TO A P INT OF TANGENCY; THENCE NORTH 69'37'15" APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES; THE/UTILITY INSTRUMENT AS SUCH\OFFICER OF SAID CORPORATION, AND THAT THE SEAL - - -- -- - - --
EAST A DISTANCE OF '182.39 FEET TO THE OINT OF CURVATURE OF A CURVE, CONCAVE EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AFFIXED TO THE FOREGOING\INSTRUMENT IS THE CORPORATE SEAL OF SAID MICHELLE R. MILLER, CLERK OF CIRCUIT COURT
SOUTHERLY, HAVING A RADIUS OF 2351.00 F ET, A CENTRAL ANGLE OF 04'48'51"; THENCE AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER NO SUCH CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND ST. LUCIE COUNTY, FLORIDA
CURVE THE RIGHT A DISTANCE OF 197.54 FEET TO A CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION `OF CABLE TELEVISION REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT
EASTERLY ALONG THE ARC OF SAID C ,
POINT OF TANGENCY; THENCE NORTH 74'2 '06" EAST, A DISTANCE OF 267.91 FEET; THENCE SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES�OVAN ELECTRIC, AND DEED OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS
" OF 55.00 FEET TO THE POINT OF RADIAL INTERSECTION
TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION _ZO__ DAY OF _�� 2026./ f
(STANCE T SHALL BE SOLELY -
NORTH 70 17 20 EAST, A D COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY,
WITH A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIAL BEARING OF NORTH 70'17'20" EAST, RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE A,.. i COMMISSION tea'
A RADIUS OF 2075.00 FEET AND A CENTRAL ANGLE OF 24'01'50"; THENCE SOUTHEASTERLY EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, NOTARY PUBLIC:________________ __� NUMBER: __N_�%S_��Q�______
ALONG THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF N/S A, AS RECORDED IN OFFICIAL OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND / law"E�,
___ _ ____ ___ A DULY L F�SED ATTORNEY IN
PAGE 484 SAID PUBLIC RECORDS AND ALONG ARC OF SAID CURVE TO OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED //11 I'
RECORDS BOOK 3902, W STANDARD,PRINT NAME'i�Q �'_^__ �'�t�^__ THE TATE 0" FHEREBY CERT Y THAT, AS OF THE DAY OF
870.28 FEET TO A POINT OF TANGENCY; THENCE CONTINUE ALONG BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LA_a�...,� 2026:
THE LEFT, A DISTANCE OF CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE / / / -u
RIGHT-OF-WAY LINE OF N S A, SOUTH 43'44'30" EAST, A DISTANCE OF �ai-v lle o !A C r ;-,
SAID SOUTHWESTERLYOF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES, AS REFERENCED IN THIS MY-COMMISSION'EXPIRES:DIi�J�i�Zoz>> __ i �� c<IIIF ._ c,Rz::,\
62.99 FEET TO THE POINT OF BEGINNING. PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS.y
THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF
Ezpi s s;t€ RIVERLAND ASSOCIATES V, LLLP A FLORIDA LIMITED LIABILITY LIMITED
LESS. UTILITY EASEMENTS RUNNING � / /
CONTAINING 37.363 ACRES, MORE OR NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL UTIL ACTANCE OF DEDICATION PARTNERSHIP, THE ENTITY EXECUTING THE DEDICATION.
ADJACENT AND PARALLEL TO FIFTY FOOT (50') WIDE TRACTS FOR PRIVATE ROAD THERE�ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND DESCRIBED HEREON.
CERnFICATION OF OWNERSHIP & DEDICATION PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS, A TWO STATE OF FLORIDA
PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE
COUNTY OF BROWARD
STATE OF FLORIDA FOOT (2') WIDE RESTRICTED AREA (U.E.-R.A.) LOCATED ADJACENT AND PARALLEL TO / YEAR 2025.
COUNTY OF BROWARD SUCH FIFTY FOOT (50') WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES ANDALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED.
S AS PROVIDED RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., �HEREBY�-/ DO NOT PROHIBIT
APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENT \ \ THERE/ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES
RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E - PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR 1) ACCEPTS THE DEDICATIONS AND THEIR OBLIGATIONS AS�STATED HEREON, OF /
TRACT A, TRACTS L4, L5 AND L13, LAKE MAINTENANCE EASEMENTS, LAKE
PLAT TWO, BEING IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE ASSIGNS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. MAINTENANCE ACCESS EASEMENTS, DRAINAGE EASEMENTS, DRAINAGE SWALE q
SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS: DATED THI ; __ 1�__DAY OF -------- 2026.
2026.
THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED T0, EASEMENTS, PORT ST. LUCIE DRAINAGE EASEMENTS,-L-ANDSCA�E EASEMENTS, C T
EASEMENT AND OPEN UTILITY SPACE TRACTS OS1 TROUGH OS7SAS SET FORTH UPON THIS /
PORT ST. LUCIE UTILTIY LIFT STATION
1) THE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON (TRACT A), IS HEREBY TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD - BY: --=___---
DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER PLAT AND SPECIFICALLY DEDICATED TO RIVERLAND PARCEL E HOMEOWNERS --
RESULT IN HARD T0, THE CITY OF PORT ST. LUCIE S FACILITIES. THE RIVERLAND PR NAME: __1JAh `Y/- -
SUCCESSORS AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES ASSOCIATION, INC., /
---- / _/
PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, PARCEL E HOMEOWNERS ASSOCIATION, INC., THEIR SUCESSORS AND 'ASSIGNS, SHALL ATTORNEY AT LAW
ITS SUCCESSORS AND ASSIGNS. AN EASEMENT OVER AND UNDER SUCH PRIVATE ROAD MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY --____ -
SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY OF EASEMENTS, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED 2) CONSENTS TO THE PLATTING OF THE LANDS HEREIN. j� , FLORIDA BAR # ___�� /
RIGHTS OF WAY, AS _
PORT ST. LUCIE (CITY) ITS SUCCESSORS, AGENTS EMPLOYEES CONTRACTORS OR DESTROYED BY THE CITY OF PORT ST. LUCIE ITS SUCCESSORS AND/OR ASSIGNS , G� - �, FOR THE FIRM OF GREENBERG TRAURIG, P.A.
OPERATION MODIFICATION, INSTALLATION, OF, OR ACCESS TO THE DATED�� D __-_---- °`---- 2026.
DESIGNEES AND ASSIGNS FOR ACCESS T0, DESIGNEES OR CONTRACTORS IN THE OPERATION MAINTENANCE
AND/OR MAINTENANCE OF, PUBLIC UTILITY FACILITIES, INCLUDING, BUT NOT LIMITED TO, CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS,
WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE
RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT CHARLES SA Z, R SIDENT
PRIVATE ROAD RIGHTS OF WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH ITS SUCCESSORS
THEY SHALL BE
PUBLIC UTILITIES BY THE CITY. SUBJECT OTIREM VALOBYMTHE CITYEOFOPORTMS. LUCIE, IT SUCCESSORS AND/OR Va�n� l
WITNESS: ---- �WITNESS:
� o--�-- ------�-
ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY. OR COST TO Y�
2) THE DRAINAGE EASEMENTS (D.E.) AS SHOWN HEREON ARE HEREBY DEDICATED TO THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY 'V(•jSC� NlOt�nf
THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE PRINT NAME:C�^_�-�� PRINT NAME: _______��________
ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE.
SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY
ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR
DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR 9) THE LIFT STATION EASEMENT, SAID EASEMENT AS SHOWN HEREON IS A UTILITY AGKNIOWLEDGMENT
DRAINAGE FROM DISCOVERY WAY (E/W #1), SW MARSHALL PARKWAY (E/W #3) AND EASEMENT WHICH IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE ("CITY"), ITS STATE OF FLORIDA
SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH THE DRAINAGE OR SUCCESSORS, AGENTS EMPLOYEES, CONTRACTORS, DESIGNEES, AND ASSIGNS, A COUNTY OF BROWARD
SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS GENERAL INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, PLANNING &ZONING-P-ROJECT NUMBER: P25-.045 /
BEFORE ME, BY MEANS OF 04 PHYSICAL PRESENCE OR OONLINE NOTARIZATION,
SUBJECT TO THIS PLAT. �
COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, INSTALLATION OF CHARLES SAENZ, WHO IS PFRSONALLY KNOWN TO ME OR HAS PRODUCED
OR MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, C\� /
3 THE WATER MANAGEMENT TRACTS L4, L5 AND L13, AS SHOWN HEREON ARE WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPMENT. THERE SHALL FOREGOING INSTRUMENT AS PRESIDENT
IDT OF RIVERLAND
WHO EXECUTED THE
) OVER UNDER FOREGOING INSTRUMENT AS PRESIDENT OF RIVERLAND PARCEL E HOMEOWNERS
DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS BE NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, ,
ASSOCIATION, INC., AND SEVERALLY ACKNOWLEDGED AND BEFORE ME THAT HE
SUCCESSORS AND ASSIGNS, FOR THE PURPOSE OF SURFACE WATER MANAGEMENT. SAID OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION. THERE .9�
WATER MANAGEMENT TRACT MAY ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, EXECUTED SUCH INSTRUMENT AS SUCH OFFICER D
SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF
SAID CORPORATION, AND THAT
SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND
MANAGEMENT PURPOSES FOR DRAINAGE FROM DISCOVERY WAY (E/W#1), SW MARSHALL WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY
REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT z TRADITIONS GATLIN ,
PARKWAY (E/W 13) AND SUNDANCE VISTA BOULEVARD (N/S A), IN ACCORDANCE WITH MANNER RESULT IN HARM TO, THE CITY'S FACILITIES. RIVERLAND PARCEL E AND DEED OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL PARKWAY - BLVD. \\
THE DRAINAGE OR SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME HOMEOWNERS ASSOCIATION, INC., IT SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, THIS_2_-C+ _ DAY OF 2026.
_7
FOR THE LANDS SUBJECT TO THIS PLAT. REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE LIFT STATION Ld COMMUNITY BLVD. ,off
EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED /J,�
4 OR DESTROYED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, THE LAKE MAINTENANCE EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS NOTARY PUBLIC:_ v �_------- Z
EASEMENTS (L.M.A.E.), AS SHOWN HEREON ARE HEREBY DEDICATED TO THE RIVERLAND � �L,9gcF
DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF OR ACCESS TO, THE �1
PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, SHALL PRINT NAME: -- ----^- 1 • �'e� 0►=1---- DISCOVERY WAY `r
THE PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS AND HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE
ASSIGNS. CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT, (D RIVERLAND RIVERLAND o SW DISCOVERY
SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THEY SHALL BE m
MY COMMISSION EXPIRES: Q211i nozE ___ PARCEL C PARCEL A WAY
5) THE CITY OF PORT ST. LUCIE DRAINAGE EASEMENT (P.S.L.D.E.) AS SHOWN HEREON SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, COMMISSION U5 RIVERLAND RIVERLAND
IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE (THE "CITY"), ITS SUCCESSORS DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY.
AND ASSIGNS, FOR THE 'PURPOSES OF ACCESS TO AND THE INSTALLATION, OPERATION THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE NUMBER: _ ri}f_,�zZ�3_____ Notary Fu a ki Colton cf Fiorid PARCEL D !P�A�RCELB
\ AND MAINTENANCE OF DRAINAGE FACILITIES FOR DRAINAGE FROM SUNDANCE VISTA CHIIeen h1 H52
OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF �;y Cammiss:on Nrt 5?7�3u3 o
BOULEVARD, IN ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MANAGEMENT SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. '" "` Expires s/'6!2023 E/W #3 z
PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. THE SITE \ Q m
CITY, ITS SUCCESSORS AND ASSIGNS, SHALL BE RESPONSIBLE FOR THE OPERATION, J �
MAINTENANCE, REPAIR AND REPLACEMENT OBLIGATIONS RELATING TO ALL DRAINAGE - Z
FACILITIES INSTALLED BY THE CITY, ITS SUCCESSORS AND ASSIGNS, WITHIN SAID C-23 CANAL
EASEMENT, BUT SHALL NOT BE RESPONSIBLE FOR ANY OTHER MAINTENANCE
OBLIGATIONS FOR SAID EASEMENT, WHICH OBLIGATIONS SHALL BE THE RESPONSIBILITY
OF THE FEE SIMPLE OWNER OF THE UNDERLYING TRACT, ITS SUCCESSORS AND
ASSIGNS. -_
LOCATION MAP
NOT TO SCALE
IklSTR # 5579159
P BK 138 Pages 18 - 25
RECORDED 02/05/2026 08:16:35 AM
SAINT LUCIE COUNTY
DEPUTY CLERK TREJOA
g
i
I
19 -
j�
SURVEYOR'S NOTES:
1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 0990 ADJUSTMENT)
FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE NORTH LINEr
OF TRACT "L3", RIVERLAND PARCEL E - PLAT ONE, PLAT BOOK 138, PAGE 1, PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF SOUTH 55°29'23" P r,
WEST, WITH ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO.-
` CLERIOF�
2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION CIRCUIT CdURT
OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THEM
PLAT.
3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 1 t.
4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.
- rtITY'OF
5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA :PORT'ST. 'LUCIE
STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER , : 2-
CONTRACT WITH THE CITY OF PORT ST. LUCIE. `' 1 J 1
6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAL TO THE .3 '
INTERSECTING CURVE UNLESS OTHERWISE NOTED.
CERTIFICATE OF SURVEYOR AND MAPPER RIVERLAND V
CORPORATION
THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT
REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND
SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE
AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND
THAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE SET UNDER THE
GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED
IMPROVEMENTS, AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE
REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE
WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND RIVERLAND PARCEL E
MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTE AND ORDINANCES OF THE
,v ' HOMEOWNERS
CITY OF POR IE, FLORIDA, THIS .j ___ DAY OF _ --- 2026• ASSOCIATION, INC.
PERRY C. E
PROFESSI NAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO.4213
SAND & HILLS SURVEYING, INC.
8461 LAKE WORTH ROAD, SUITE 410
LAKE WORTH, FLORIDA 33467
SURVEYOR
THIS INSTRUMENT PREPARED BY
PERRY C. WHITE, P.S.M. 4213,
STATE OF FLORIDA
SAND & HILLS SURVEYING, INC.
8461 LAKE WORTH ROAD, SUITE 410
LAKE WORTH, FLORIDA 3346T LB-TT41
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0
PSI USD PROJECT NO. 5269E
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SHEET 5
SHEET 4
SHEET 3
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PLAT BK 138 PG 19
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A PARCEL OF LAND LYING IN SECTIONS 18 AND 19 TOWNSH
IP 37 SOUTH,
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6�
\ � .LUCIE, ST. LUCIE COUNTY FLORIDA
SHEET
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5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
• / STAMPED PRM L.B. #7741
`� �° 6120 S.F. �`� ❑ - FOUND PERMANENT REFERENCE MONUMENT
` / 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
STAMPED PRM L.B. #7741
6
D\\ o O 2 �� SET PERMANENT CONTROL POINT
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1� s O �\ G 2'' s
s,/'Q 6`; �4 6. o,, \� F /e °� , O FOUND PERMANENT CONTROL POINT
20 \ \ c� ` v 2 "
NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
DELTA ANGLE
143 Q 9 \ / R=25.00, �3 .nQ• p� 7 AC. - ACRES
5885 S.F. r c'\ 6-' 0=88°48'31" / 'S°�i G / B.E. BUFFER EASEMENT
6
p' CB - CHORD BEARING
/
u' CH CHORD DISTANCE :
h2 \2 Q
o / /
�c _ \ .• -
t5 � {5 � s � � CENTERLINE
/ '
`i D.B. -DEED BOOK i
� �s`
5
L c' O -!/ D.E. -DRAINAGE EASEMENT
�\ \ 97 ��
- D.S.E. -DRAINAGE SWA 5885 S.F. ,� � J�' .o /o u� O � - � LEEASEMENT
5695 S.F. L -ARC LENGTH
R=25.0 i '� / 6+ L.A.E. -LIMITED ACCESS EASEMENT
p g 2 0 / \ 2, u'
1 / o
L�=91°11'29"I r � o L.E. LANDSCAPE EASEMENT
� 'S G 2
o se Q , 3 , �• 96
L=39.79 `L P �� /O F O L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT
. e °� 5 '.Z Q , E
o. 2 / ° _
/ D4? L.M.E. LAKE MAINTENANCE EASEMENT
o g� P / s 5695 S.F.
G V o
N.R. NOT RADIAL
s�
•� >► � 2 �% � N.R.T.R. NOT RADIAL TO REAR
p
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2 s 84 � 95 <y2 N.T.S. -NOT T
62 S.F. / s O, � 0 SCALE
s° C' /� 6 / e O.R.B. - OFFICIAL RECORD BOOK
-'\', s �p s 5695 S.F.
» •9 / o.
o \ � � s. , / �6, O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT-
N 54 17 54 E s o �p 22 �,,
%` .� 6+ / o , / P.B. -PLAT BOOK
\ 6', s �' \ F F O� �O 0
C 'Ii s /� 't' �4) - !Z c� P.C.P - PERMANENT TR194.66 \ 2 C' s /y ss .� . /,� u�� l o. CONTROL POINT
se �9 \ y / 2 �'s 6 PGS. -PAGES
'V 6; , /i 5695 S.F. F
/ 2 0loe,_ \ p P.O.B. POINT OF BEGINNING
s o sell_ o _
P.O.C. POINT OF COMMENCEMENT
•9�,\ !y 22 '" P / G 2\ 93 / �y �g'ZO P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT
7e 6250 S.F.
P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT
�, \ ��, � � ..� ��, o\ � LIMITS
P.S.M., - PROFESSIONAL SURVEYOR AND MAPPER
.o o ,, / R RADIUS
o. 43 R=25.00' / / \ o. - p� �20 OF PLAT R/W RIGHT-OF-WAY
2 A=88°48'31" / 2 92 �\ �`
_ � /'(g u'� Gt.� S.F. -.SQUARE FEET
L 38.75 �'l;/ 6250 S.F. \
u' cj f S.T. - SURVEY TIE
\ /
r? oo, s�,, R=25.00' o `�-, \ 1 d TRACT » L3„ U.E. -UTILITY EASEMENT
G F A=90°00'00" /y \6 RAD -RADIAL LINE
L=39.2T �� Q O ` U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
u' 5695 S.F. P.C. POINT OF CURVATURE
o \/ _
9 ° E R=25.00' ",� �_ P.T. POINT OF TANGENCY
A=911129 �s 6o RIVERLAND PARCEL E
P.R.C. - POINT OF REVERSE CURVATURE
L-39c°s g p0 O P.N.R.I. POINT OF NON -RADIAL INTERSECTION
. o � PLAT. ONE
00 1 oa'i 5857 S.F. o » P.R.I. - POINT OF RADIAL INTERSECTION
R=25.00' S 5� 29 234 W (P.B. 138, PG. 1) P.C.C. - POINT OF COMPOUND CURVATURE
So A=90°00'00" ,
, N 780000.00 -
s L=39.27 �• \'� r'6, g. 392.99 _ STATE PLANE COORDINATE VALUE
R, � •o , J• .o � < r'o E 930000.00 -
�� BASIS OF BEARINGS NORTH LINE OF
TRACT L3 RIVERLAND
o c+ PARCEL E
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2 �'� PLAT ONE
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THIS INSTRUMENT WAS PREPARED
•F s �.,JF' _ s, �� �� N 1059438.568
BY
o O �' '9 �i E 827850.164 PERRY C. WHITE, P.S.M. 4213 STATE OF FLORIDA
o 2
S 35 42 0n E
SAND & HILLS SURVEYING `INC.
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2 i s
47.90 ,
UNPLATTED �, 8
N 1059399.671 461 LAKE .WORTH -ROAD, SUITE 410
o se � �
3 S o os
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SECTION 19, LAK
E WORTH FLORIDA 33467
� Q P.C. TRACT L3
TOWNSHIP 37 SOUTH _
.� \ o � R 2570.00
s � LB 7741 '
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LIMITS •� o � »
RANGE 39 EAST o 06 o P.N.R.I., _
s � �� p � 0 06
v o .2 ° O "OF PLAT O '� S 54 24 21 W
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o „ RIVERLAND PARCEL E
CH=4.42' t� Q
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00 \ cS s \ PLAT ONE O
N 1059317.973 O• � . o � i
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E 827764.429 o o o +
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P.T. S? .� 9° u' o
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= o » s -, A=33°03'20" =
0 05 41 � �� e L 1442.32 �
90 CB=N 19 04 21 W
o �, \ _ NOTES:
L 4.02 2 CH 1422.40 , �—
p
s COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1 '
�,. 990 ADJUSTMENT) SHEET 2
10 U.E. ZONE = FLORIDA EAST ZONE
TRAC
T L 14 LINEAR UNIT = U.S. SURVEY FEET
= a
SHEET 7
COORDINATE SYSTEM 1.,83 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DIS
TANCES ARE GROUND (UNLESS OTHERWISE NOTED) SHEET 8 `
SCALE FACTOR = 0.999980 3
RIVERLAND PARCEL - 2 E
PLAT BEARING = RID A G BEARING
PLA
T ONE GROUND DISTANCE X SCALE FACTOR =GRID DISTANCE
(P.B. 3 1 8, PG. 1)
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N.T.S..
P SLUSD PROJECT # 52696
SH0 -
248 P25 045 SHEET 2 OF 8
PLAT BK 138 PG 20
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A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH,
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RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA - 2
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,� O 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
„� , 2h ` \,'l6 g \ h \ Al-.R 488 S.F. \ �� STAMPED PRM L.B. #7741
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D� - f ❑ FOUND PERMANENT REFERENCE MONUMENT
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• J / �� • -SET PERMANENT CONTROL POINT
pd r 5811 S.F. ��� �° 110 / 116, =p f
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�� �` \ 6945 S.F. / ��` � "•� sz �� Q O - FOUND PERMANENT CONTROL POINT
yv �°� � �° d o u' (�
D 'l `� r' . o. \ �= NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
5� •2 /'� , ,9 �. 0 DELTA ANGLE
O 'ems �` v � AG ACRES
5811 S.F. �' �� � � � �, B.E. - BUFFER EASEMENT
2 , 2 ZJ ° emu' �' / % CB CHORD BEARING
•0 2 .2� °oh .� s o. 109 s
% 6' / O S CH CHORD DISTANCE
h oo a°' �, �, o / s / F, !
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\ O �� °22 `9 ' ! "9 q • D.E. - DRAINAGE EASEMENT ;
so. S \ 3
�, 5811 S.F. . Q �'° p ,h h �. / 6' 1' 4 �� l
A i D.S.E. -DRAINAGE SWALE EASEMENT
• h 2 .�2 % G ��/ i0 L - ARC LENGTH
•�°o -52 •2 O ,'� 2� Q , �\O L.A.E. - LIMITED ACCESS EASEMENT
6084 S.F. F, : 5°� , ���r�. l� 'VSp O L.E. LANDSCAPE EASEMENT
g '` `� F L L.M.A.E. - K MAINTENANCE S EASEMENT
c' O S ,v O _ 9 O,c• % L. E. LAKE M INTEN NCE ACCESS
155 O 3 , •'►� / L.M.E.. LAKE MAINTENANCE EASEMENT _
\ o
c s N.R. NOT RADIAL
6376 S.F. / \ .� >► y is
• +v D c N.R.T.R. NOT RADIAL TO REAR
�6+ .�2 �2 •s liS. 07 'p` 9�,�s AJ l�o N.T.S. NOT TO SCALE
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D .h /h 26 s r , O o / j7.
o �, � / F \ � 'h � u � O.E. -MAINTENANCE �c ROOF OVERHANG EASEMENT
'00S3 / \ �'S °'�� u u' \ � v P.B. PLAT BOOK
'A \ �'� 1 • h �• P.C.P. - PERMANENT CONTROL POINT
o \ 9 C� �, P.O.B. PGS. PAGES
s � � �, >. 106 POINT F
ff » S 6376 S.F. 1 9 s O \ MOST NORTHERLY POI 0 P.O.B. - POINT OF BEGINNING
TRACT L4 ,�� \ r
°'�2 .h� + <9% '9s ,•�� 7935 S.F. -� RIVERLAND PARCEL E -PLAT ONE P.O.C. - POINT OF COMMENCEMENT
�\ °� 2 O� �\ �3. � O � (P.B. 138 PG. 1)
f �` WATER MANAGEMENT TRACT h�• h ram. �L \ \ °'� O \ P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT
1.67 AC.',`O R� c� p ,
o O �. +26 IN 'S .� P.S.L.U.E - PORT ST. LUCIE UTILITY EASEMENT
153 9 \ �Q,1' hh �2 65 °� s N 1060027. P.S.M. PROFESSIONAL SURVEYOR AND MAPPER
O og s. _
I E 828562.419 R RADIUS
2° ,.,��, to ,�� 14 • S �o o f »� p _ _
A_ h 9355 S.F. \ o, i S 46-15 30 W i .,h \ R/W RIGHT-OF-WAY
F. S.F. - SQUARE FEET
D 105 88.00 S.T. SURVEY TIE
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4„ tNR� „ E 2h ` U.E. - UTILITY EASEMENT
p°3T'', .30'2g +q8 10823 S.F. 1 'L
D'2 80 N �6 ° 'S6 ,18 22 `''i ��, 6c, RAD -RADIAL LINE
z10 3 .019 \ D 10 �, ,S
L �415 D g \ =40 S ,9, U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
�13 5 �- \ Q
�- \ < N '03 P.C. - POINT OF CURVATURE
O 84•09 43 E
R 30.00 \ cfl - t N \ !y " „ � P.T. -POINT OF TANGENCY
0=93°19'54" _ ° 2.41' ''�i _ TRACT OS1 P.R.C. -POINT OF REVERSE CURVATURE
_ 38 5104 \ N 19 �O, -
L=48.87 L=20.34' , v J �` a �O, P.N.R.I. POINT OF NON RADIAL INTERSECTION
152 a J N 1059966.261 �° \ P.R.I. - POINT OF RADIAL INTERSECTION
11928 S.F. o u _ �n " E 828498.843 / \
I o - `-" c� to �-18 22 48 104 O
�/ P.C.C. - POINT OF COMPOUND CURVATURE
t ; o L=40.10' �` N 780000.00 _ STATE PLANE COORDINATE VALUE
^' � ;\j I i 0 15659 S.F. E 930000.00
to N S 01°15'30" W
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16",ii p 7 27.
s9 / o o 128.3 , a THIS INSTRUMENT WAS PREPARED BY
,%� <� h2 \ o Q` 9 �� P.N.R.I. N 1059882.226 O
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O G �� / C'4 48•. N 1059901.926 E 828496.997
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2 10906 S.F. SAND & HILLS SURVEYING, INC.
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150 2 /� o R 2°,
RIVERLAND PARCEL E-
Z O J
O �� <� 82 gg,.. �� M / LB-7741
6523 S.F. \ / o,� / g 2s E / PLAT ONE
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° N 1059725.075 SHEET 2
r '9 O , ;
V •2 •�2 E 828273.001 NOTES:
C> °0 3 COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
� �, �� TRACT "L3"
SHEET 7
y� \ ZONE = FLORIDA EAST ZONE
to � LINEAR UNIT = U.S. SURVEY FEET ET 8
`Jo - f COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION R-2000.00 RIVERLAND PARCEL E T )
��ll
�` » ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
6� P.C.. 0 3°22'33 SCALE FACTOR = 0.99998023 KEY MAP
22 PLAT ONE-,,,,,,. PLAT BEARING = GRID BEARING
N 1059661.211
L 117.84 (P.B. 138, PG. 1) GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE N.T.S.
° ss E 828173.988
S 55 29 23
PSLUSD PROJECT # 5269E OF 8
392.99
SH0248 P25-045 SHEET.3
T
PLAT BK 138 PG 21
t
A PARCEL OF LAND .LYING IN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH,
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Q=6051'05" SCALE FACTOR = 0.99993023 SHEET 8
L-_41.03 R_2470.OQ
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SECTION 19 0 4o 48f 51»
TOWNSHIP 37 SOUTH, L=197.54
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/ r" 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
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• - SET PERMANENT CONTROL POINT
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E 827240.289 O - FOUND PERMANENT CONTROL POINT
UNPLATTED _ -
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R-144.00 NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
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00 0=10°20'30� o,\ p.. <\ o° � 125- —oo sY N �,
\ PGS. - PAGES
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- �.3 0 �sos 2 0 �,, \sso�, \/ / -
N 43 57 24 E _ SOUTH LINE OF SECTION 18 37-39 _ < \�\ �_ _ ra / 126 —o c�_� �,, f _ P.O.C. POINT OF COMMENCEMENT
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TOWNSHIP 37 SOUTH, s� \ SHEET 3
RANGE 39 EAST c�� - sHEET 6 ,
NOTES:
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'� COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT) '
LIMITS \ 5
ZONE FLORIDA EAST ZONE SHEET 2
�, LINEAR UNIT = U.S. SURVEY FEET
��� _
OF PLAT cJ � L COORDINATE SYSTEM - 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION SHEET. ? /
G ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
\ SCALE FACTOR = 0.99998023 ` /SHEET 8
Sv R-_25.00 PLAT BEARING = GRID BEARING
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GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
i
L=39.27'
KEY MAP
N.T.S.
N 54 17 54 E
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PSLUSD PROJECT # 5269E
SH0248 P25 _
045 SHEET 5 OF 8
PLAT BK 138 PG 23
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A PARCEL OF LAND LYING IN SECTIONS 18 AND. 19, TOWNSHIP 37 SOUTH, _ � �
LUCIE COUNTY FLORIDA RANGE 39 EAST, CITY- OF PORT ST. LUCIE, ST. L IE , �3
SHEET 6 OF 8
0 8 20 40 80 120
j
R=30.00
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0-88 12 01
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O O LEGEND:
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5885 S.'F- * � Zh -'\ .�1 • 2p
O 5/8 „ „ „
p,✓ \� �. IRON ROAD 18 I E TH WI 1.5 CAP
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p`L `L - \ 168 '00h - FOUND PERMANENT REFERENCE
\ Scl 5/8" IRON ROD 18" IN LENGTH W 1.5" CAP
/ 134 \ 5659 S.F. �'
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F. \o t p "9 SET PE ENT CONTROL OIN
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9N O > A ip /� O - FOUND PERMANENT CONTROL POINT
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QS 135 \ \ \ P. 6523 S.F. / / sc, 2 y % A DELTA ANGLE
l5 r'o. S .� I � �''�,° a'� �'' .... AC. —ACRES
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,9 L, / O h
R=25.00 �= �s �� ,�p2 � / � � � CH -CHORD DISTANCE
N 54°17'54" E A=90°00 00 �\ / 1 u' - CENTERLINE
5.00' - 93 �s 136 P'C \ °\ 'o. / 170 '�
L 3927 ��. �s 2� O Qs as �'], D.B. - DEED BOOK
5885�S.F. r'\ s, \ ° c 6523 S.F. D.E. - DRAINAGE EASEMENT
T T �,F. e .� O. 2 e e� o.
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s �2
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R=25.00 O \
137 \ Q 71 0
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-� O s� O
A-90 00 00
S Q F, �+ � \ •cam a` L.M.E. -LAKE MAINTENANCE EASEMENT
L-39.27 0 5885�S.F. �� \� 5659 S.F. F, O. �,
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cr Is 138 \ s I
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s C' O 6783 S.F. ,Zo o. c� \ P.B. -PLAT BOOK
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SECTION 19 F /,h .� '( PGS. — PAGES
F 1_ o �\ o
2 `� ,
\ ° 1 O h h2 P.O.B. = POINT OF BEGINNING
,J Q u' �/ 2 /O O / 2
TOWNSHIP 37 SOUTH, St o \ s° 0 2 \ 5
c' 'p h ''� O 'P P.O.C. -POINT OF COMMENCEMENT
\ 4 s �/ /�
RANGE 39 EAST S °o. t�` ill '9� \..�0 173 `C��Ci P.S.L.D.E - PORT ST. LUCIE DRAINAGE EASEMENT
ti \ °oi o /�� / \ \ �\
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P.S.M. PROFESSIONAL SURVEYOR AND MAPPER ,
6' / O -
67 83 S.F. o,
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DR RADIUS
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y O\o. U.E. -UTILITY EASEMENT
o » �, o. u, .� \ s �'\ 2� RAD - RADIAL LINE
N 54 17 54 E ' �•, F . � 0 5885 S.F.sF+ � o
c° 6= \ U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
360.21 c'i. \ .\'�� • P.C. - POINT OF CURVATURE
2 S� gN ZO \
P.T. POINT OF TANGENCY
r' \ Q P.R.C. - POINT OF REVERSE CURVATURE
01
141 \ �,
'L \ O s. P.N.R.L - POINT OF NON -RADIAL INTERSECTION
"s° °03 5885 S.F. c'0\ P.R.I. - POINT OF RADIAL INTERSECTION
P.C.C. - POINT OF COMPOUND CURVATURE
V. o. d's > h�` Zo N 780000.00 -
C� E 930000.00 STATE PLANE COORDINATE VALUE
O • y
6, o s 142
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PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
O. -'-
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A=54° 18'53"
LAKE WORTH, FLORIDA 33467
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N 54 17 54 E o
194.66'
1059615.499 0 »
NSHEET 3
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COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
ZONE = FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET
F SHEET 2
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION ,
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
.SHEET 7
SCALE FACTOR = 0.99998023 /
PLAT BEARING = GRID BEARING SHEET 8
r GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
i
N.T:S.
PSLUSD PROJECT # 5269g SH0248 P25-045 SHEET 6 OF 8
A 7
Elr� D
I A EL
A PARCEL OF LAND LYING IN SECTIONS 18 AND 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
SHEET 7 OF 8
N 1059834.961
r
UNPLATTED E 827392.912
0 8 20 40 80 120
SECTION 19
3SOUTH, TOWNSHIP 7
RANGE 39 EAST---,,.,,
„ _
o SCALE. 1 40
2
2
s°
c"
Q
. �LEGEND:
r s ti
`.L F
o
/ ® SET PERMANENT REFERENCE MONUMENT
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
�+ 2
� STAMPED PRM L.B. #7741
R-30.00 ❑ = FOUND PERMANENT REFERENCE MONUMENT
A=54°18'53" 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
G� L=28.44' STAMPED PRM L.B. #7741
UNPLATTED
�4 O — SET PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
SECTION 19, R=30.00' O FOUND PERMANENT CONTROL POINT
TOWNSHIP 37 SOUTH,
A-54.18'53" NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
RANGE 39 EAST ---,,.,LIMITS
L=28.44' DELTA ANGLE
AC. — ACRES
OF PLATB.E.E .— BUFFER EASEMENT _ o B
/ 2 CB CHORD BEARING .
�. CH CHORD DISTANCE CE
CL CENTERLINE
N 1059624.756
s° D.B. = DEED BOOK
�
E 827100.399" D.E. — DRAINAGE EASEMENT
D.S.E. — DRAINAGE SWALE EASEMENT
P.T.
L — ARC LENGTH
L.A.E. LIMITED ACCESS EASEMENT
�° L.E. — LANDSCAPE EASEMENT
�i 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
0
O.R.B. - OFFICIAL RECORD BOOK
ro • / O.E. — MAINTENANCE & ROOF OVERHANG EASEMENT
P.B. — PLAT BOOK
M
r' P.C.P. PERMANENT CONTROL POINT
,51
o � PGS. -.PAGES
,3
50
P.O.B. —POINT OF BEGINNING
p P.O.C. POINT OF COMMENCEMENT
649
0 S 540
17 54 W
_
° O /� P.S.L.D.E. PORT ST. LUCIE DRAINAGE EASEMENT
N 1059502.791 R - 194.66 P.S.L.U.E. — PORT ST. LUCIE UTILITY EASEMENT
E 826720.023
/
P.C. /� P.C.
P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER
r R RADIUS
�V
R/W -RIGHT—OF—WAY
N 1059501.903
» »
� / S.F. —SQUARE FEET
TRACT L 13 E 827392.547
�,— S.T. —SURVEY TIE
WATER MANAGEMENT TRACT
U.E. - UTILITY EASEMENT
9.34 AC. 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
— STATE PLANE COORDINATE VALUE
E 930000.00
a
W LIMITS 2 < No THIS INSTRUMENT WAS PREPARED BY
v � w OF PLAT
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
��- SAND & HILLS SURVEYING INC.
oo 8461 LAKE WORTH ROAD SUITE 410
6'
LAKE WORTH, FLORIDA 33467
2�
LB 7741
5�
00 UNPLATTED
SECTION 19
TOWNSHIP 37 SOUTH,
s
RANGE 39 EAST � �
SHEET 4 �y
P.T.
s
N 1059270.000 - SHEET 5 �
9
E 826669.304 O
�L
O
SHEET 3
SHEET 6
NOTES.
a
COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
UNPLATTED
ZONE = FLORIDA EAST ZONE
SHEET 2
LINEAR UNIT = U.S. SURVEY FEET -
SECTION 19, COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
TOWNSHIP 37 SOUTH, ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) SHEET T
RANGE 39 EAST SCALE FACTOR = 0.99998023 SHEET 8 i
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE /
N.T.S.
n
PSLUSD PROJECT # 5269B
SH0248 P25-045 SHEET 7 OF 8
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