HomeMy WebLinkAbout138 1-15 Riverland Parcel E - Plat OneCFN # 5571258 PLAT BOOK 138 PAGE 1, Recorded O1/13/2026 08:30:16 AM SAINT
LUCIE COUNTY Deputy Clerk TRE�J0A
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STATE OF FLORIDA. WINBEIN= PLA
G A PARCEL OF LAND LYING WITHIN SECTION 9 TOWNSHIP 7 SO 0 =:
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E 1 TO H 3 SOUTH, RANGE 39 EAST 0 � Ar* G CITY F PORT ST.
COUNTY OF BROWARD
LUCIE ST. LUCIE COUNTY, FLORIDA PARTICULARLY
C NTY FL D AND BEING MORE PARTIC LA LY DESCRIBED AS FOLLOWS: � � �` - D FOL WS DL R ;. ' _� U;.
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RIVERLAND ASSOCIATES V LL P
COMMENC
E AT THE NOR EST ORNER OF RIVERLAND PARCEL L A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP
NORTHWEST/ IC AR C PLAT TEN REPEAT, AS RECORDED IN PLAT ,
w OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E - c �/ Q r _-
BOOK 95, PAGE 1, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 00 03 26 WEST A PARCEL OIL LAND LYING IN SECTION 1 J TO WNSHIP 37 SOUTH
• PLAT ONE, BEING IN ST. LUCIE COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE # # iNSTR # 55�,�5s
ALONG THE WEST LINE OF SAID !, RIVERLAND PARCEL C PLAT TEN REPLAT AND THE WEST LINE OF RIVERLAND SURVEYED AND PLATTED AS SHOWN HEREON
PARCEL C -PLAT NINE AS RECORDED IN PLAT BOOK 89 PAGE 27 SAID PUBLIC RECORDS ADISTANCE OF AND HEREBY DEDICATES AS FOLLOWS. P i3K 138 Pages -15
, OMI ICATTON OF OWNERSHIP & DEDICATION rc0 RANGE 39 EAST CITY OF PORT ST. LUCIE RECORDED01/13/202608:30:16AMH
1744.61 FEET; THENCE NORTH 89 56 34 WEST, A DISTANCE OF 1413.42 FEET TO THE POINT OF BEGINNING, w SAINT LUCIE COUNTY
w � 1) THE PRIVATE ROAD RIGHTS OF WAY AS -SHOWN HEREON (TRACTS A AND B), IS 8) TRACT R AS SHOWN HEREON, IS HEREBY DEDICATED TO THE RIVERLAND I
THENCE SOUTH 43'44 30 EAST/ALONG THE WEST LINE OF N/S A RIGHT-OF-WAY, 150 FEET IN WIDTH, AS ST. LUCIE
HEREBY DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR CIE COUNTY, FLORIDA.
RECORDED IN OFFICIAL RECORDS BOOK 3902, PAGE 484,_SAID PUBLIC RECORDS, FOR THE FOLLOWING TWO 2
O SUCCESSORS AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUND UTILITIES RECREATIONAL PURPOSES AND IS THE PERPETUAL MAINTENANCE OBLIGATION OF
COURSES ADISTANCE OF 709.31 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,
PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, SAID ASSOCIATION ITS SUCCESSORS AND ASSIGNS. oEPUTYCLERi<TRE�oA
HAVING,A RADIUS OF 1930.00 FEET A CENTRAL ANGLE OF 30.07'33"•THENCE SOUTHEASTERLY ALONG THE ARC OF '
ITS SUCCESSORS AND ASSIGNS. AN EASEMENT OVER AND UNDER SUCH PRIVATE ROAD
SHEET 1 OF 15
SAID CURVE TO THE RIGHT, A DISTANCE OF 1014.78 FEET TO,A POINT OF RADIAL INTERSECTION WITH A LINE, RIGHTS OF WAY, AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF THE CITY OF ,
- 9) THE LIFT STATION EASEMENT, SAID EASEMENT AS SHOWN HEREON IS A UTILTIY'
THENCE SOUTH 76 23 02 WEST I A DISTANCE OF 85.00 FEET THENCE SOUTH 69 22 12 WEST A DISTANCE OF PORT ST. LUCIE CITY ITS SUCCESSORS' AGENTS, _ , , f f (CITY), G S, EMPLOYEES, CONTRACTORS, w
EASEMENT WHICH IS HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE CITY ITS
229.41-FEET_TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1156.00 DESIGNEES AND ASSIGNS FOR ACCESS T0, OPERATION, MODIFICATION INSTALLATION ("CITY"),
FEET A CENTRAL ANGLE OF 1010177• THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT A AND/OR MAINTENANCE OF PUBLIC UTILITY SUCCESSORS, AGENTS EMPLOYEES, CONTRACTORS, DESIGNEES, AND ASSIGNS, A
, / FACILITIES, INCLUDING, BUT NOT LIMITED T0,
"
• GENERAL INGRESS EGRESS EASEMENT OVER AND ACROSS ITSDRIVEWAYS,
DISTANCE OF 205.22 FEET TO A POINT OF TANGENCY, THENCE SOUTH�59 11 55 WEST, A DISTANCE OF 183.22 FEET WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE / 0 A AC / PARKING,
TO THE POINT OF CURVATURE bF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 851.00 FEET A RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH COMMON OR OPEN AREAS FOR ACCESS TO, OPERATION MODIFICATIONS, INSTALLATION OF
•. PRIVATE ROAD RIGHTS OF WAY EXCEPT AS SHALL RELATE ACCEPTANCE OF DEDICATION
CENTRAL ANGLE OF 16'58 15 ,THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO .THE RIGHT, A DISTANCE TE TO THE SERVICING OF SUCH OR MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED T0,
PUBLIC UTILITIES BY
OF 252.07 FEET TO A POINT OF TANGENCY THENCE SOUTH 7610 10 WEST ADISTANCE OF 325.99 FEET. TO THE THE CITY.. k WATER AND WASTEWATER LINES, APPURTENANT FACILITIES AND EQUIPOMENT. THERE STATE OF FLORIDA
SHALL BE NO OTHER POINT OF NON TANGENT INTERSECTION WITH A CURVE, CONCAVE WESTERLY, HAVING A RADIAL BEARING OF SOUTH R PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, COUNTY OF BROWARD 3
• /. • . ; -
83 47 39 WEST, A RADIUS OF 2570.00 FEET AND A CENTRAL ANGLE OF 06 23 15 THENCE SOUTHERLY ALONG THE 2 THE_DRAINAGE EASEMENTS D.E. AS SHOWN HEREON ARE HEREBY DEDICATED TO UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN PERMISSION.
( )
ARC OF SAID CURVETHE I R THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING,BUT OT LIMITED
TO THE. RIGHT, A DISTANCE. OF 286.50 FEET TO A POINT OF TANGENCY, THENCE SOUTH R VE LAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND A KN L TO, RIVERLAND PF,RCEL E HOMEOWNERS ASSOCIATION, INC., HEREBY:
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00'10 54 WEST, A DISTANCE OF 571.68 FEET THENCE ,SOUTH 89 49 06 EAST, 'ADISTANCE OF 1226.49 FEET; A SIGNS, FOR DRAINAGE�PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF LANDSCAPING CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH
THENCE SOUTH 00'10 54 WEST ALONG THE WEST LINE OF SAID N S ARIGHT -OF -WAY A `DISTANCE OF 195.00 SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY
/ � ,� � 1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON, OF
• w ALSO BE USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR MANNER 'RESULT '
FEET; THENCE NORTH 89 49 O6 �ST, A DISTANCE OF 1226.,49 FEET, THENCE SOUTH 00'10 54 WEST, A DISTANCE LT IN HARM TO, THE CITY'S FACILITIES. RIVERLAND PARCEL E TRACTS A AND B, TRACTS L1, L2, L3, L14, L22, L26 AND L38, TRACT R, LAKE
w i DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER. MANAGEMENT PURPOSES FOR STATE OF FLOR D - -
OF 145.20 FEET; THENCE NORTH ' 89 49 06 WEST, ADISTANCE OF 5.00 FEET TO THE POINT OF,CURVATURE OF A - \ HOMEOWNERS ASSOCIATION, INC., IT SUCCESSORS OR ASSIGNS, SHALL OWN, MAINTAIN, MAINTENANCE EASEMENTS, LAKE MAINTENANCE ACCESS EASEMENTS, DRAINAGE I A
w•/ DRAINAGE FROM DISCOVERY WAY (E/W1), SW MARSHALL PARKWAY (E/W3)� AND REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE LIFT STATION' EASEMENTS, DRAINAGE SWALE EASEMENTS, PORT ST. LUCIE DRAINAGE EASEMENTS COUNTY OF ST. LUCIE -
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF�25.00 FEET, A CENTRAL ANGLE OF 90'00 00 , THENCE �
T SUNDANCE VISTA BOULEVARD NSA , IN ACCORDANCE WITH THE DRAINAGE OR SC E SEMENTS UTILITY EASEMENT
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO .HE LEFT A DISTANCE OF 39.27 FEET-TO/A POINT OF RADIAL (/• ) EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED LAND APE A S, PORT ST. LUCIE UTILTIY EASEMENTS,
SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS LIFTS ► ATION EASEMENT MASS TRANSIT EASEMENT ,
• " OR DESTROYED BY THE CITY OF PORT ST. LUCIE ITS SUCCESSORS OR ASSIGNS T AND OPEN SPACE TRACTS OS1
INTERSECTION WITH A LINE, THENCE NORTH -89 49 06 WEST, A DISTANCE OF 110.00 FEET, THENCE NORTH 0 • -
SUBJECT TO THIS PLAT. THE CITY OF PORT ST. LUCIE I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY ,., - - rI I "
SHALL NOT BE RESPONSIBLE TROUGH OS15, AS SET FORTH UPON THIS PLAT AND SPECIFICALLY DEDICATED TO -.. , . _ �,
00'10'54" EAST A DISTANCE OF 669.40 FEET; THENCE NORTH 89'49'06" WEST A DISTANCE' OF 330 �60 FEET TO DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF OR ACCESS TO, THE
• FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN FORM WITH _ 4 " s
RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC, ;
THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 549.00 FEET; A CENTRAL T CRY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS OR ASSIGNS, SHALL111Z � , _ ,r ,;. , - , . �- .,
0 THE SERVICING OF SUCH PUBLIC DRAINAGE FACILITIES BY THE CITY PORT ST. ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS ND PLATS,
ANGLE OF 13 00 14 THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 124.60 HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS, WHICH ARE , * ; �_.It
• LUCIE. AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK _l�� _______, ,,, ,i ¢ ,,. ,
2) CONSENTS TO THE PLATTING OF THE LADS HEREIN. _ ,2. ,.. , _ , < E
FEET TO A POINT OF TANGENCY THENCE SOUTH 7T10 40 WEST A DISTANCE OF 110.17 FEET TO THE POINT OF CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT, p, :. ; .
l PAGES _1__1L_-_--_ OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS r,_,," , - ,e, ..
�� C, X
CURVATURE OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 0 SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST THEY SHALL BE � ,: F
C VE H 2 O0.00 FEET, A CENTRAL ANGLE OF 3) THE WATER MANAGEMENT/TRACTS L1, L2, L3, L14, L22, L26 AND L38, AS SHOWN fy Y;L RK C!Fr , ..;:,,,
.0 r ---�, DAY OF ------- 20210.
SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE ITS SUCCESSORS OR ASSIGNS D S I D OF ____��_______��, 2025. . tom,
01 41 23 , THENCE "WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 58.98�FEET TO THE HEREON ARE DEDICATED TO/THE RIVERLAND PARCEL EiHOMEOWNERS ASSOCIATION, INC., .,. `,CIRCUI,�'-COURT
:,
S SUCC DESIGNEES OR CONTRACTORS WITHOUT LIABILITY' RESPONSIBILITY OR COST TO THE CITY. „I, 4 i} , ., POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 300.00 FEET, A R ESSORS AND ASSIGNS, FOR THE PURPOSEiOF SURFACE WATER MANAGEMENT. . r,.-.
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SAID WATER A a s` �
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M NAGEMENT TRACT MAY THE �. , M ALSO BE USED BY THE T CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE ...
CENTRAL ANGLE OF 53 21 39 ,THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE CITY OF PORT ST. LUCIE, __ _________ _ ______ _____ ( H,y . ,
.� ,,. s
ITS SUCCESSORS AND ASSIGNS FOR DRAINAGE M I� �,, s
OF 279.40 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS AINTENANCE ACTIVITIES_AND QBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF ;, „ . .j r
- HARLES SAEQ ESIDENT �., , f , _.
_ 1 '.
• w MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT N . ; t . , k
STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE FROM DISCOVERY WAY E 1 E , E CUR , . _. � , # ,. ,, ,
OF 2000.00 FEET, A CENTRAL ANGLE OF 01 41 23 THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO _ _ (/Wig ), SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. s; , .Ar "
i c,.,�',., , . V,
�2D ST. LUCIE COUNTY FLORIDA
SW MARSHALL PARKWAY E W 3 AND SUNDANCE VISTA�BOUL ARD NSA1..; , ..1.,. a..; {.
THE RIGHT, A DISTANCE OF 58.98 FEET TO A POINT OF TANGENCY, THENCE SOUTH 27'11 46 WEST A DISTANCE OF _ ( ' _ EV (/ ), INW x WITNESA_*_,fk__ ITNESS ----------------- ;. �. .,.;. a #, ,.\ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER MAN ,
..
98.13 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2000 _ AGEMENT PERMITS ISSUED V
H G ;00 _ , . 10) THE LANDSCAPE EASEMENTS (LE.), AS SHOWN HEREON, ARE HEREBY DEDICATED �; ,« .,.
FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS PLAT. THE CITY OF PORT ST.
• ,.., r ,
FEET A CENTRAL ANGLE OF 01 4b 18 THENCE SOUTHWESTERLY ALONG I - I ,
C THE ARC OF SAID CURVE TO THE RIGHT, A TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND _�
/ PRINT NAME. �_ �Q _ __� PRINT NAME. ---per--� -��-i. , .
\,� LUCIE SHALL NOT 114
RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID `:� • A 0
DISTANCE OF 58.35 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE 'CONCAVE EASTERLY HAVING A ASSIGNS, FOR LANDSCAPE IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE SURVEYOR'S NOTES• _•��., ,�`- . ,*'1' ,
_ .-
EASEMENTS_ EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC DRAINAGE ` ,
RADIUS OF 350.00 FEET, A CENTRAL ANGLE OF 36'08'37"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS.
FACILITIES BY THE CITY OF PORT ST.ILUCIE. ACKNOWLED 1) BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT) ,
THE LEFT, A DISTANCE OF 220.79 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE WESTERLY, I
FLORIDA EAST COAST STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE WEST LINE
• "' STATE OF FLORIDA r . _
• 11 THE DRAINAGE SWALE EASEMENTS .S. AS SHOWN .HEREON ARE HEREBY S rITY OF- _-'
HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 02 54 01 ,THENCE SOUTHERLY ALONG THE ARC OF SAID � �� ) (D E ), S E _ U
4 THE LAKE MAINTENANCE DEDICATED TO THE RIVERLAND PARCEL E HOMEOWNERS ASSOCIATION INC. ITS COUNTY OF BROWARD OF RIVERLAND PARCEL C PLAT TEN REPEAT, PLAT BOOK 95, PAGE 1, PUBLIC RECORDS i
-CURVE TO THE RIGHT, A DISTANCE OF 50.62 FEET TO .THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE ) C EASEMENTS (L.M.E.) AND LAKE MAINTENANCE ACCESS ST. �UCIE• •. SUCCESSORS AND ASSIGNS FOR DRAINAGE PURPOSES AND THEY ARE THE OF ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF SOUTH 00°03'26" WEST, WITH;,ORT
,
WESTERLY HAVING A RADIUS OF 2851.00 FEET A CENTRAL ANGLE OF 04 30 08 THENCE SOUTHERLY ALONG THE EASEMENTS (L.M.A.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE RIVERLAND � 1 - •
• • , ALL BEARINGS SHOWN HEREON BEING RELATIVE THERETO.
ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 224.02 FEET TO A POINT OF TANGENCY; THENCE SOUTH PARCEL E HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND/ARE
MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND,ASSIGNS. BEFORE ME, BY MEANS OF O PHYSICAL PRESENCE OR O ONLINE NOTARIZATION,
• ' " THE PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION CHARLES SAENZ, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED '•. , � 1�'`'. ...`
00 07 35 WEST, A DISTANCE OF 154.00 FEET; THENCE NORTH 89 52 25 WEST, ADISTANCE OF 226.00 FEET; ,ITS SUCCESSORS AND ,
• " ASSIGNS. 12 THE MASS TRANSIT EASEMENT, AS SHOWN HEREON, IS DEDICATED IN PERPETUITY, AS IDENTIFICATION, AND WHO EXECUTED THE 2) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE,OFFICIAL DEPICTION 1.
THENCE NORTH 00 07 35 EAST, /� DISTANCE OF 298.44 FEET TO THE POINT OF CURVATURE -OF A CURVE, CONCAVE ) ----------------------
w < V BY RIVERLAND ASSOCIATES V, LLLP, A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, FOREGOING INSTRUMENT AS PRESIDENT OF RIVERLAND PARCEL E HOMEOWNERS OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE ; 3. - -'
WESTERLY, HAVING A RADIUS OF 1149.00 FEET, A CENTRAL ANGLE OF 10'12 33 , THENCE NORTHERLY ALONG THE , / /
ITS SUCCESSORS 'AND ASSIGNS (HEREAFTER "OWNER"), TO THE CITY OF PORT ST. ASSOCIATION, INC., AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE __ __
ARC OF SAID CURVE TO THE FT, A .DISTANCE OF 204.73 FEET TO A POINT OF TANGENCY; THENCE NORTH 5) THE OPEN SPACE TRACTS OS1 THROUGH OS15, `AS,SHOWN HEREON, • ARE HEREBY w w
- �,
� LUCIE, ITS SUCCESSORS AND ASSIGNS (HEREAFTER CITY ), FOR THE CONSTRUCTION, EXECUTED SUCH INSTRUMENT AS SUCH JFFICER OF SAID CORPORATION, AND THAT PLAT.
10'04'58" WEST, A DISTANCE OF 62.74 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, DEDICATED TO THE RIVERLAND PARCEL E ,HOMEOWNERS ASSOCIATION, INC., ITS - -
» INSTALLATION, MAINTENANCE AND USE OF A PUBLIC TRANSIT BOARDING AND ALIGHTING THE SEAL' AFFIXED TO THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF .
HAVING A RADIUS OF 75.00 FEET A CENTRAL ANGLE OF 6T30 09 • THENCE NORTHEASTERLY ALONG THE ARC OF SUCCESSORS AND ASSIGNS, FOR OPEN SPACE,/UTILITY, DRAINAGE FACILITIES, _ . -
PEDESTRIAN AREA, WHICH USE,INCLUDES, BUT IS NOT LIMITED TO A"P,UBLIC TRANSIT BUS SHELTER SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND
SAID CURVE TO THE RIGHT, A DISTANCE OF 88.36 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE, EST N ACCESS, AND GOLF CART AND SIMILAR SIZED NEIGHBORHOOD ELECTRIC 3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
• w VEHICLE PURPOSES AND ARE THE PERPETUA �•MAI i AND/TRANSFER STATION. THE\OWNER, ITS SUCCESSORS AND ASSIGNS, SHALL MAINTAIN REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 186.00 FEET, A CENTRAL ANGLE OF 185 05 11 ; THENCE L NTENANCE OBLIGATION OF SAID THE EASEMENT AREA UNTIL SUCH TIME AS THE4CITY CONSTRUCTS IMPROVEMENTS IN AND DEED OF SAID CORPORATION. WITNESS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ,
NORTHWESTF'EY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 600.85 FEET TO THE POINT OF ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. THE EVENT R A .,� MY HAND AND OFFICIAL SEAL RIVERLAND V
EASEMENT AREA FOR ITS INTENDED USE AND PURPOSES, AT WHICH TIME THE CITY THIS_.____ DAY OF-DA�-------- 2025. I I
REVERSE CURVATiJPF OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 75.00 FEET A CENTRAL ANGLE OFz / CORPORATION
WILL ASSUME MAINTENANCE OF THE EASEMENT AREA SO LONG AS THE IMPROVEMENTS _.�,... �__�,.-___... w._ •
6756'52"• THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 82.4 TO I i� 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.
C C 0 FEET THE 6) THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS (P.S.L.U:E.) AS�SHOWN HEREON ARE LOCATED THEREON AND CITY USES,/THE EASEMENT AREA FOR ITS INTENDED
POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE SOUTHERLY, (HAVING A RADIUS OF 449.00 FEET A CENTRAL PURPOSES. THE MAINTENANCE OBLIGATION SHALL AUTOMATICALLY REVERT TO THE' NOTARY PUBLIC._____________________ I
f ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE (CITY ),SITS SUCCESSORS, aaYP�a � -
• �: •-•. �% ANN MARiE MOTE ! 5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART I,FLORIDA ANGLE OF 250808 , THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 196.97 AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL OWNER UPON CITY'S TEMPORARY OR PERMANENT CESSATION OF USE OF THE
•! "��^ i^�^f •� �" * Commission # HH 453122 STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER •
FEET TO A POINT OF TANGENCY, THENCE NORTH 89 51 16 WEST, A DISTANCE OF 408.22 FEET; THENCE NORTH INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAY'S, PARKING, COMMON OR IMPROVEMENTS OR REMOVAL OF THE IMPROVEMENTS. PRINT NAME:_-`_____________________ .,
' " 'fj e° Expires October 26, 2027 CONTRACT WITH THE CITY OF PORT ST. LUCIE. -
00'08 44 EAST, A DISTANCE OF 1158.12 FEET TO THE POINT OF CURVATURE OF A `CURVE, CONCAVE WESTERLY, OPEN AREAS FOR ACCESS T0, OPERATION, MODIFICATIONS, INSTALLATION OF OR *oFFlo P
HAVING A RADIUS OF 2070.00 FEET, A CENTRAL ANGLE OF 00 45 48 THENCE NORTHERLY ALONG THE ARC OF SAID MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED TO, WATER -
13) THE CITY�OF PORT ST. LUCIE DRAINAGE EASEMENTS (P S.L.D.E.) AS SHOWN p a•1 � � ;
CURVE TO THE LEFT,ADISTANCE OF 27.58 FEET TO THE POINT OF INTERSECTION WITH A NON RADIAL LINE AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE w _ MY COMMISSION EXPIRES._ ���l�________.___ __•._...,» ___ _..,, „ . ,,,_.
-- --'
HEREON ARE HEREBY _DEDICATED TO THE CITY OF PORT ST. LUCIE (THE CITY ), ITS - - 6) ALL LINES SHOWN HEREON THAT INTERSECT CIRCULAR CURVES ARE RADIAL TO THE/I __,�/
THENCE NORTH 85'18'oo" EAST A `DISTANCE OF 68.04 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NO OTHER PUBLIC OR PRNATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR INTERSECTING CURVE UNLESS OTHERWISE NOTED.
' � w ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN SUCCESSORS AND ASSIGNS, FOR THE PURPOSES OF .ACCESS TO AND THE INSTALLATION,
SOUTHERLY HAVING A RADIUS OF 1834.00 FEET A CENTRAL ANGLE OF 04 50 44 • THENCE EASTERLY ALONG THE C EN PERMISSION. THERE SHALL OPERATION AND MAINTENANCE OF DRAINAGE FACILITIESNFOR DRAINAGE FROM SUNDANCE COMMISSION
BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING _ �__________ �. , r , .AND PARCEL E
ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 155.10 FEET TO A POINT OF TANGENCY; THENCE SOUTH VISTA -BOULEVARD, IN ACCORDANCE WITH THE DRAINAGE OR SURFACE WATER NUMBER: _____
• w CONSTRUCTED WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD \ HOMEOWNER
" .1
89 51 16 EAST, A DISTANCE OF 532.83 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS SUBJECT TO THIS CERTIFICATE OF SURVEYOR AND MAPPER w RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER PLAT. THE CITY ITS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE ^�' -"T - Y
HAVING A RADIUS OF 1334.00 FEET, A CENTRAL ANGLE OF 06'40 05 ; THENCE EASTERLY ALONG THE ARC OF SAID • _ A,"30CIA I ON, _�,
RESULT IN HARM TO THE CITY'S FACILITIES. THE RIVERLAND PARCEL E HOMEOWNERS OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT -OBLIGATIONS RELATING TO ALL TITLE CERTI'ICATION: THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT
CURVE TO THE RIGHT, A DISTANCE OF 155.25 FEET TO A POINT OF TANGENCY; THENCE SOUTH 83 11 11 EAST, A ASSOCIATION INC. ITS SUCCESSORS OR ASSIGNS, SHALL MAINTAIN, .REPAIR AND DRAINAGE FACILITIESlINSTALLED BY THE CITY, ITS SUCCESSORS AND ASSIGNS, WITHIN REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND ,/
DISTANCE OF 155.03 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING -A RADIUS OF REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENT WHICH ARE NOT
, SAID EASEMENTS, BUT SHALL NOT BE RESPONSIBLE FOR AN'? -OTHER MAINTENANCE / SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BES f OF MY KNOWLEDGE
566.00 FEET, A CENTRAL ANGLE OF 19 38 09 ; THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A PRECLUDED BY THE FOREGOING WHICH MAY BE DAMAGED OR � - I Z�,-L _______�________, A DULY LIC SED ATTORNEY IN
DESTROYED BY THE CITY, OBLIGATIONS FOR SAID EASEMENTS, WHICH OBLIGATIONS SHALL BE THE RESPONSIBILITY ,, AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M. S) HAVE BEEN SET AND �' -_�-DISTANCE OF 193.97 FEET TO A POINT OF TANGENCY; THENCE NORTH 7T10'40" EAST, A DISTANCE OF 316.02 FEET ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS IN THE CONSTRUCTION, OF THE FEE SIMPLE OWNER OF THE UNDERLYING TRACT�ITS SUCCESSORS�AND THS�_T
ATE OF FLORI HEREBY CERT Y THAT, AS OF THE _LV_'_ OF ,
THAT PERMANENT CONTROL POINTS (P.C.P. S) AND LOT CORNERS WILL BE SET UNDER THE
TO THE POINT OF CURVATURE OF'A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 834.00 FEET, A CENTRAL OPERATION, MAINTENANCE OF, OR ACCESS TO, THE CITY'S FACILITIES. THE CITY, ITS ASSIGNS. - _ ,.
ANGLE OF 10'16'38"• THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 149.60 SUCCESSORS OR ASSIGN _ GUARANTEES POSTED WITH THE CITY COUNCIL „F PART ST. LUCIE FOR THE REQUIRED
S, SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS AND FURTHER THAT THE SURVEY. DATA C�MPLIES WITH ALL OF THE
FEET TO A POINT OF TANGENCY; THENCE NORTH 8T2T19" EAST, A DISTANCE OF 356.68 FEE)'; THENCE NORTH IMPROVEMENTS, WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH
? / : /
IN WITNESS WHEREOF THE ABOVE NAMED LIMITED, LIABILITY LIMITED PARTNERSHIP HAS THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENO-D, AND IN ACCORDANCE
00'10 54 EAST, A DISTANCE OF 50.47 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE WESTERLY, ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS -GENERAL- RIVERLAND ASSOCIATES V LLLP A FLORIDA LIMITED W
SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS WILL REMOVE SAID CAUSED THESE PRESENTS TO BE SIGNED,,BY ITS PARTNER,/RIVERLAND V LIABILITY LIMITED ITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA
HAVING A RADIUS OF 2430.00 FEET, A CENTRAL ANGLE OF 02'08'13",; THENCE NORTHERLY ALONG THE ARC OF SAID PARTNERSHIP THE ENTITY EXECUTING THE DEDICATION. ADMINISTRATIVE CODE SET FORTH BY _
_ IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO THE CITY. THE CITY OF CORPORATION, A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED f THE FLORIDA BOARD OF SURVEYORS AND
CURVE TO THE LEFT, A DISTANCE OF 90.63 FEET TO A POINT OF A NON TANGENT INTERSECTION WITH ALINE; - MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATU AND ORDINANCES OF THE
_ PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR HERETO, THIS .L� :DAY OFF 2025. THERE ARE NO MORTGAGES OF RECORD, ENCUMBERING THE LAND. HEREON. f SLAZVEYCR
THENCE NORTH 0732'41" WEST, A DISTANCE OF 50.00 FEET TO THE POINT OF NON TANGENT INTERSECTION WITH A i
SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC PURSUANT TO FLORIDA STA 197.192,.ALL TAXES HAVE BEEN PAID THROUGH THE CITY OF PORT ST. LUCIE, FLORIDA, THIS �CQ__DAY OF sy�2Ae _ 2025.
CURVE, CONCAVE WESTERLY, HAVING A RADIAL BEARING OF SOUTH 86'51'S6" WEST, A RADIUS OF 2430.00 FEET
UTILITIES BY THE CITY OF PORT. ST. LUCIE7 YEAR Q6``'+� ZOZ
" RIVERLAND ASSOCIATES V LLLP A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP 5 / � \ AND A CENTRAL ANGLE OF 03 � 9 39 , .THENCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A ,
- � / ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. /
DISTANCE OF 141.13 FEET TO THE POINT OF INTERSECTION WITH A NON -RADIAL LINE; THENCE SOUTH 8727'19" BY: RIVERLAND V CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER "I 1 /
7) THE UTILITY EASEMENTS (U.E.) AS SHOWN HEREON RUNNING ADJACENT AND THERE ARE ENCUMBRANCES OF RECORD BUT/THOSE ENCUMBRANCES DO NOT PROHIBIT -- - --- -----<�-- ------ :'
WEST, A DISTANCE OF 356.15 FEET TO THE POINT OF CURVATURE. OF A CURVE, CONCAVE SOUTHERLY, HAVING A PARALLE T - � w � �,�-%
RADIUS OF 1166.00 FEET, A CENTRAL ANGLE OF 10'16'38"; THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO L TO HE TRACTS FOR PRIVATE ROAD PURPOSES ARE NON EXCLUSIVE / THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT. ER C. I
EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION, OPERATION, BY: � � � DATE: MCA Iv,1S 2.`s / PROF IONAL
THE LEFT, A DISTANCE OF 209.15 FEET TO A POINT OF TANGENCY; THENCE SOUTH 7T10'40" WEST, A DISTANCE OF _MAINTENAN E REPAY / , SURVEYOR &MAPPER THIS INSTRUMENT PREPARED BY
MAINTENANCE, R, EXPANSION AND REPLACEMENT OF,UTILITIES, BOTH PUBLIC AND �
304.60 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 300.00 FEET, RICHARD NORWALK, VICE PRESIDENT DATED THIS ___�Z _____DAY OF _ 0 __-_-__ _____,'025. FL IDA REGISTRATION N0. 4213 PERRY C. WHITE, P.S.M. 4213,
PRIVATE, INCLUDING, BUT NOT LIMITED T0, WATER AND WASTEWATER LINES, ELECTRICAL _ SAND &HILLS SURVEYING, INC. STATE OF FLORIDA
A CENTRAL ANGLE OF 19'38'09"; (`THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF LINES, GAS LINES, AND TELECOMMUNICATION LINES, AND ALL RELATED FACILITIES AND
102.81 FEET TO A POINT OF TANGENCY• THENCE NORTH 83'11'11" WEST A DISTANCE OF 143.61 FEET TO THE / 6675 E. CALUMET CIRCLE SAND dt HILLS SURVEYING, INC.
APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY WITNESS. WITNESS. BY: ----------- - - - ---- 6675 E. rALUMET CIRCLE
POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1666.00 FEET, A CENTRAL ANGLE EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE LAKE WORTH, FLORIDA 33467
LAKE WORTH, FLORIDA 33467 LB-7741
OF 06'40'05"; THENCE WESTERLY (ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 193.89 FEET TO A AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED, HOWEVER, NO SUCH n L.�
POINT OF TANGENCY; THENCE NORTH 89'51'16" WEST, A DISTANCE OF 58.57 FEET TO THE POINT OF CURVATURE OF CONSTRUCTION, 'INSTALLATION, MAINTENANCE, AND OPERATION' OF CABLE TELEVISION PRINT NAME: r' �'� • t'�t PRINT NAME: _,Shf-yen \2�9AU-N PRINT NAME. _ 5------ ---- -----
A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 90'00'00"; .THENCE
SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, ATTORNEY AT LAW
TELEPHONE GAS OR OTHER PUBLIC UTILITY. IN,THE THE EVENT A CABLE TELEVISION FLORIDA BAR # _ 4 ? 4________
NORTHWESTERLY. ALONG THE ARC OF SAID CURVE TO THE RIGHT, ADISTANCE OF 47.12 FEET TO A POINT OF f � ,
TANGENCY, THENCE NORTH 00 08 44 EAST, A DISTANCE OF 23.07 FEET TO THE POINT OF CURVATURE .OF A CURVE,
COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY FOR THE FIRM OF GREENBERG TRAURIG, P.A.
c-a-M-01C
• w, RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE
CONCAVE WESTERLY, HAVING A RADIUS OF 566.00 FEET, A CENTRAL ANGLE OF 25 25 26 , THENCE NORTHERLY STATE OF FLORIDA SHEET 2
EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS,
ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 251.15 FEET TO A POINT OF TANGENCY; THENCE OR OTHER COUNTY OF BROWARD
w H R PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND
NORTH 2516 41 WEST, A DISTANCE OF 397.10 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE FL
• " OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED/;_r
EASTERLY, HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 25 25 26 ; THENCE NORTHERLY ALONG THE BEFORE ME BY MEANS OF D4 PHYSICAL PRESENCE OR ( ) ONLINE NOTARIZATION SHEET 3 s"
BY THE FLORIDA PUBLIC SERVICE COMMISSION. IN THE EVENT THAT A LAW, STANDARD, � y
ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 133.12 FEET TO A POINT OF TANGENCY; THENCE NORTH RIC D IS KNOWN TO CLIP
• " CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE HAR M. NORWALK, WHO OR HAS PRODUCED SHEET 10 �L
00 08 44 EAST, A DISTANCE OF 38.41 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, OF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES, AS REFERENCED IN THIS ----------------------- AS IDENTIFICATION, AND WHO EXECUTED THE 0 Q
HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 90'00'00"; THENCE NORTHEASTERLY ALONG THE ARC OF PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. FOREGOING INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION, AND PLANNING & ZONING PROJECT NUMBER: P24-193 �c�
SAID CURVE TO THE RIGHT, A DISTANCE OF 47.12 FEET TO A POINT OF TANGENCY; THENCE SOUTH 89'51'16" EAST, SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH Q SHEET 9
A DISTANCE OF 71.50 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHERLY, 'HAVING A RADIUS OF NOTWITHSTANDING THE ABOVE, LOCATED WITHIN ALL UTILITY EASEMENTS RUNNING INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL 1
w, AFFIXED TOT CORPORATE AL O F. SAID ,C� / SHEET.11
1566.00 FEET, A CENTRAL ANGLE( OF 01 59 49 , THENCE EASTERLY ALONG THE ARC OF .SAID CURVE TO THE LEFT, ADJACENT AND PARALLEL TO FIFTY FOOT 50 WIDE TRACTS FOR .PRIVATE ROAD HE FOREGOING INSTRUMENT IS THE CORPO A ESE 0 S I 1
A DISTANCE OF 54.58 FEET TO AI POINT OF TANGENCY; THENCE SOUTH 89-40'39" EAST, A DISTANCE OF 79.21 FEET PURPOSES, THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS A TWO CORPORATION AND THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND �gj
• REGULAR CORPORATE AUTHORITY AND THAT SAID INSTRUMENT IS THE FREE ACT C N
TO THE POINT OF NON-TANGE� ,T :INTERSECTION WITH A CURVE, "CONCAVE NORTHERLY, HAVING A RADIAL BEARING OF FOOT (2) WIDE RESTRICTED AREA (U.E-R.A.) LOCATED ADJACENT AND PARALLEL TO 'q s
• " AND REED OF SAI CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS �, SHET 8
NORTH 04 44 22 WEST, A RADIUS OF 1571.00 FEET AND A CENTRAL ANGLE OF 24 54 10 , THENCE EASTERLY SUCH FIFTY FOOT (50) WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES AND 0 '9N SHEE 3 -�
/ _LACT DAY OF _�_j�5��+� � / T 1 �2
ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 682.81 FEET TO THE POINT OF INTERSECTION WITH APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED f \\ 0 !�'\
A NON -TANGENT LINE, THENCE, NORTH 55 O6 49 EAST, A DISTANCE OF 73.35 FEET TO THE POINT OF HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE �%G"COMMISSION W TRADITIONS - -� 5
NON TANGENT INTERSECTION WITH A CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL BEARING OF NORTH
z
GATLIN
PRIOR WRITTEN APPROVAL OF THE CITY. OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR NOTARY PUBLIC:_ ___��� _ NUMBER:-__�l�s_ioy�' _____ �--� PARKWAY BLVD. 11
32-18'55" WEST, A RADIUS OF 1566.00 FEET AND A CENTRAL ANGLE OF 03'23'11 "; THENCE -NORTHEASTERLY .ALONG ASSIGNS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. 1��� � ,1+11,14 i ri -1 _
THE ARC OF SAID U TO THE EFT A DISTANCE OF 92.56 FEET TO A POINT OF TANGENCY; THENCE NORTH ,_.• n ���� ���i
w C RVE LEFT, . . w ' - �V P� _ "\` �A... �/ ��i (D COMMUNITY BLVD.
PRINT NAME--------------M F i CO
5417 54 EAST, A DISTANCE OF 94.66 FEET; THENCE SOUTH 35 42 06 EAST, A DISTANCE OF 34.39 FEET TO THE THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, -- - - �� , e,<, .o
POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2430.00 FEET, A CENTRAL T -� z
TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD J �� A2y : 2J Q l ,� w
ANGLE OF 00'05'41 "; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 4.02 RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH MAY IN ANY MANNER MY COMMISSION EXPIRES P - __ y �q q � , / V) -
�9
FEET TO THE POINT OF INTERSECTION WITH A NON -RADIAL LINE; THENCE NORTH 54'37'44" EAST, A DISTANCE OF RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE'S FACILITIES. THE RIVERLAND _ CO My Comm. Expires Z =
140.00 FEET TO THE POINT OF�NON-RADIAL INTERSECTION WITH A CURVE, CONCAVE SOUTHWESTERLY, HAVING A PARCEL E HOMEOWNERS ASSOCIATION INC.,THEIR SUCESSO _ May 30, 2026 - DISCOVERY WAY
RS AND ASSIGNS, SHALL F/ /
No. HHzs�oao RIVERLAND RIVERLAND SW DISCOVERY / \ SHEET 14 /
RADIAL BEARING OF SOUTH 54'221" WEST, A RADIUS OF 2570.00 FEET AND A CENTRAL ANGLE OF 00'06'27"; MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY APPROVAL OF CITY OF PORT ST, LUCIE � (P CO
EASEMENTS, - J, \ / /I
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 4.83 FEET TO A POINT OF EN S, WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED STATE OF FLORIDA >, A G Q �� • PARCEL C PARCEL A > WAY - -
U
TANGENCY; THENCE NORTH 35'41'O6 WEST, A DISTANCE OF 47.90 FEET; THENCE NORTH 55'29'23" ; EAST, A OR DESTROYED BY THE CITY ,OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, COU %�j BL �� ```
DISTANCE OF 392.99 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO THE NTY OF ST. LUCIE // OF MVP \\� RIVERLAND �_ � /� l
RIVERLAND
OF 2000.00 FEET, A CENTRAL ANGLE OF 03'22'33 THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO CITY'S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, ��/III 1160 PAACE z w
PARCEL D L _ SHEET 15
THE RIGHT, A DISTANCE OF 117.84 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE IT IS HEREBY CERTIFIED THAT THIS PLAT OF RIVERLAND PARCEL E - PLAT ONE, HAS = / r
NORTHWESTERLY HAVING RADIUS OF 305.00 FEET A CENTRAL ANGLE OF 42'50'15"• THENCE NORTHEASTERLY CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. LUCIE AND ALL --��o
A SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE DEDICATIONS TO THE CITY OF PORT ST. LUCIE HEREIN ARE ACCEPTED, THIS E/W #3 z
ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 228.04 FEET TO THE POINT OF INTERSECTION WITH Q Q o
--� 1-•------- DAY OF -------------- 202s•1,S �
A NON -RADIAL LINE; THENCE SOUTH 7T27'29" EAST, A DISTANCE OF 90.72 FEEL; THENCE NORTH 01'15 30 EAST, SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR F N J
w ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO S ITE M w �' _
A DISTANCE OF 84.06 FEET; THENCE NORTH 46 15 30 EAST, A DISTANCE OF 88.00 FEET TO THE POINT OF z
- THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY C-23 CANAL KEY MAP
BEGIN
NING. MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE CITY OF PORT ST. LUCIE AT
N.T.S.
CONTAINING 98.907 ACRES, MORE OR LESS. SERVICING OF SUCH; PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE.
°- LOCATION MAP
JESUS MEREJO, CITY MANGER SALLY WALSH, CITY CLERK PSLUSD PROJECT NO. 5269A SH0248 P24-193 1 OF 15
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� L.M.E. ;: COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
R 30 .00
ZONE = FLORIDA P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
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WATER MANAGEMENT TRACT �
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v 101.0 '
3
t 2 PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
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PSLUSD PROJECT # 5269A -
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PLAT BK 138 PG 3
A PARCEL OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
H, w 1
RANGE 39 EAST
, CITY OF PORT
ST. LUCIE ST. LUCIE COUNTY, FLORIDA
SHEET 3 OF
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1
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,
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N 1059661.211
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❑ REFERENCE M
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5/8 IRON ROD 18 I IN LENGTH WITH 15 CAP
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STAMPED PRM L.B. #774 E 1
• _ SET PERMANENTCONTROL POINT
NAIL WITH 1.25 DISK STAM
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NAIL WITH 1.25 DISKS AMP PL.B.#7741
SECTION 19
STAMPED PC L B
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7 S U H, AC. ACRES
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_ N 67 26 21 E
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D.E. - DRAINAGE A EMENT
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O. o
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/ 0 1
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_ 2
P.S.L.D.E. -PORT ST. LUCIE DRAINAGE EASEMENT
N 105943$.568
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� , O / �
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L-4.83 Q`1 /
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N 54 24 21 E �, ro• p 2 * P.C.C. POINT OF COMPOUND CURVATURE
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COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
O D
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PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR GRID DISTANCE
w
37 N 57 ," 20 E
R=2540.00
30.05
A=14°16'27"
/ n SHEET 14
L 632.79
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE P.S.M. 213 ST
ATE TATE OF FLORIDA W �
= SHEET 15
SAND & HILLS SURVEYING INC. � i
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33467-
LB-7741
KEY MAP
N.T.S.
_ PSLUSD PROJECT # 5269A
SH0248 P24_ 193 SHEET 3 OF 15
f
PLAT BK 138 PG 4
r
RD
Y
r
L
r
PC
A PARCEL
F LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
RANGE
R EL E PL
39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
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UNPLATT D
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,
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0 8 20 .
40 80 120
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LIMITS
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827 _ E 878.116 .
0 06 7 OF 2 PLAT
LEGEND.
UNP T (N.R.)
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LA TED
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o ' » _
5/8 .IRON ROAD 18 IN LENGTH WITH 1.5 CAP
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140---,,,,,.00 _ -
S 35 O O -FOUND PERMANENT REFERENCE MONUMENT
42 06.E -�
(RADIAL)
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5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
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o
o ,20 D.E. &
N 1059345.898 O
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,
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D.S.E. DRAINAGE SWALE EASEMENT
L 4.02 / N 54 23 35 E
20 D.E. &
�
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-
L ARC LENGTH
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\ A.
m o L M E. LAKE MAINTENANCE ACCESS EASEMENT.
N 45 34 56 E s
.L.M.E.-
�9 L .LAKE MAINTENANCE EASEMENT
30.39 4'
s
J 6= N.R. -NOT RADIAL
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OFFICIALR �
O.R.B. - RECORD EC BOOK
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�s Q �o• cif
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N 57.3720
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� \ � � �
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s
S �� \� P.C._ . POINT OF CURVATURE
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P.R.I. -POINT OF RADIAL INTERSECTION
o Q J► i?j P.C.C. POINT OF COMPOUND CURVATURE
cP C' p s u4 o' s 0\ r-
y \ v O N 780000.00
�, Q� - STATE PLANE COORDINATE VALUE
c!� �s f E 930000.00
- . „ Q
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434.77 Q o y �!
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y p SHEET 3 ,r
s " 30.57'
N SHEET 10 9
r O
p A o � CA s � F
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IN
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SHEET 14
NOTES.
THIS INSTRUMENT WAS PREPARED BY � ti
COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT) �-
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA w
ZONE = FLORIDA EAST ZONE w SHEET/15
LINEAR UNIT = U.S. SURVEY FEET SAND SC HILLS SURVEYING INC. /
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) 6675 E. CALUMET CIRCLE
SCALE FACTOR = 0.99998023 LAKE WORTH, FLORIDA 33467
PLAT AR = L BEARING GRID BEARING LB-7741
' GROUND DISTANCE DISTANCE X SCALE FACTOR = GRID DISTANCE KEY MAP/ N.T.S.
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o ,
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NOT RADIAL TO REAR
3
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w
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01 P.B.. PLAT BOOK
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P.C.P.PCP. PERMANENT CONTROL POINT
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a o PGS. PAGES
N _
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P.O.B. POINT OF BEGINNING
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o % � � P.O.C. ` -POINT OF COMMENCEMENT
o 'Q, P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT
o ,_vE•
10 \
N P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT
D LA P.S.M. PROFESSIONAL SURVEYOR AND MAPPER
R -RADIUS -
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cr �, y• �/
N \ O to S.F. -SQUARE FEET
Z N
N S.T. -
SURVEY TIE
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U.E. - UTILITY EASEMENT
o
r Q RAD - RADIAL LINE
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w � � m P.C. _ POINT OF CURVATURE
z \ 5.46 �p2
cp \ _
n R=25.00 -� P.T. POINT OF TANGENCY
cA _
� 1 0=88°39'35" '' P.R.C. -POINT OF REVERSE CURVATURE
1 L 38.69, � P.N.R.I. -POINT. OF NON -RADIAL INTERSECTION
° ' "' N 761010 E-
1v P.R.I. -POINT OF RADIAL INTERSECTION
N 81.02' _
• P.C.C. POINT OF COMPOUND CURVATURE
Q
o N 780000.00
-STATE PLANE COORDINATE VALUE
6.00 E 930000.00
19 3�
�
-T 6'
8
E
10 10" N 76°10'10" E
N
308.58,
N 76e 54 52» E
449.58 D
1 52 ' 5.00 R=2 7' n
0 = o , „ N
30 J► � 89 06 23
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r NOTES.
1
w / �
w _ S
r ? N COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT)
►, cr �, COORDIN E
w _ '�
1
cr
ZONE = FLORIDA EAST ZONE
o
m E
N 10 v • - r1r
LINEAR UNIT = U.S. SURVEY FEET
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
Z
40 N ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) �
�. _
409
SCALE FACTOR - 0.99998023 w
PLAT BEARING GRID BEARING09 cn
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
TRACT OST'
0.31 AC. r
INE
Tv� � SHEET 14
MA 6�
(SEE.
SHEET
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
W
z� SHEET 15
SAND &HILLS SURVEYING, INC.
q
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33467
LB-7741
N.T.S./
PSLUSD PROJECT # 5269A
SH0248 P24'193 SHEET 5 OF 15
PLAT BK 138 PG 6
r
P
.:
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"_
APA
RCEL OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
RL H
A D I C L E lil�
RANGE 39
� � f EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
a F 0
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LIMITS
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COORDINATES SHOWN ARE GRID COORDINATES DATUM NAD 83 (1990 ADJUSTMENT)
FLORIDA
ONE- EAST ZONE
-
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THIS INSTRUMENT WAS PREPARED BY
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PLAT BK 138 PG 10
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COORDINATES SHOWN ARE GRID COORDINATES P, DATUM NAD 83 (1990 ADJUSTMENT)
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°�� /O, / < o ��� ,6°�2 5 COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 {1990 ADJUSTMENT)
5g 6 14 0o s N s� D' coo`' _
s ZONE FLORIDA EAST ZONE
s o o= g LINEAR UNIT = U.S. SURVEY FEET
/ ° 4868 S.F. 0 3 �--
Q Q ,66 _ w
o � ��( " � COORDINATE SYSTEM 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION w
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) cn
/g 13 g2 O
5 \ O � 2�• �� SCALE FACTOR = 0.99998023
D _ .
PLAT BEARING - GRID BEARING
"oe 6070 S.F. + _ I
/ \ O GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE „
IO Q\ 2 /. SHEET 14
191
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cS� Q 5969 S.F. 0, " \ w SHEET 15�
>► O , 6 ,5� PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
ti
ems= SAND eic HILLS SURVEYING, INC.
< 6675 E. CALUMET CIRCLE Ue
,A 10
LAKE WORTH, FLORIDA 33467 CV/LAAD
LB-7741
N JT.S.
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PSLUSD PROJECT # 5269A
SH0248 P24- 193 SHEET 11 OF 15
PLAT BK 138 PG 12
------ - -----
r.
a
A PARCEL OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
RANGE 3 -
9 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
I RL N D P I CL, L P11--r T 0
SHEET 12 OF 15
0 25 50 100 0 2 0 300
SCALE: 1„ = 100,
J
LEGEND.
- SET PERMANENT REFERENCE MONUMENT
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
R 900
.STAMPED PRM L.B. #7741
=1 30
- FOUND PERMANENT REFERENCE MONUMENT
o i n ..
30 07 33»
5/8" IRON ROD 18 IN LENGTH WITH 1.5 CAP
STAMPED PRM L.B. #7741
LIMITS
L=1014.78 • - ET PERMANENT SCONTROL POINT
OF PLAT NAIL WITH 1.25„ DISK STAMPED PCP L.B. #7741
O - FOUND PERMANENTCONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
N 69° 2212„ E -DELTA DELTA ANGLE
417.84 0
15 � AC. -ACRES
v
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N 20 37 48 W � B.E. -BUFFER EASEMENT
N 203748 W
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N oA
, cA N Z CH -CHORD DISTANCE
186.00 cs � w c� c^
o N CENTERLINE
v O
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N E 00K
5
D.E. DRAINAGE EASEMENT
11 \
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R 374.00 5 0 D.S.E. DRAINAGE SWALE EASEMENT
5 \ Qv
1 \
0 10 1017 �" \ W L ARC LENGTH
_ SE * \ N 81 02 08 E Q
L-66.39 \ D D a L.A.E. - LIMITED ACCESS EASEMENT
OS . „ o w cr 85.37
'( 6 ° o c�? L.E. -LANDSCAPE EASEMENT
G p6 N692212 E ��,Nw.
„ G 3 c o
N 30 48 05 W 1 P 3 / , w .� W o = . „ L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT
N 5 25 I N E/ 85.09 cr w o• -, � 0 0 35 45
9 1155 E �2 / _
186.00 20g '. / c>! w m_ U, r L=20.07' L.M.E. LAKE MAINTENANCE EASEMENT
272.84 i69 E _ s _
, M j N.R. NOT RADIAL
R- N 0 �- L N 1058634.612
289.00 / X 2 _
„ N.R.T.R. NOT RADIAL TO REAR
SUNDANCE VISTA
- / N E. A BOULEVARD AT
�-10 1017 D E 829534.224
. _ � , / � / � , 20 P.R.I. N.T.S. -NOT TO SCALE
n ` v
3 L-51.30 � R=1s45.00 � � RIVERLAND PARCEL D PHASE 1 N 0 48 05 W \ � . , I . O.R.B. - OFFICIAL RECORD BOOK
� _ / N 81 02 08 E
186.00' 0 4 2151 P.B. 136 PG. 2
, ( 2 _ 85.29 O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT
R=626.00 � ZO• � \" L-140.53 �. „
n \ �/ / A-0 12 53 SUNDANC P.B. PLAT BOOK
0-16 5s 15 �` / � E VISTA BOULEVARD
\ \ / \ ! L=6.92 m , P.C.P. - PERMANENT CONTROL POINT
L=185.42' o 150 PUBLIC R/W
O O- \ c� C i N 1058614.602 o ' PGS. PAGES
0° �� P.B. 136, PG. 28
2 / < / E 829451.614 H P.O.B. - POINT OF BEGINNING
62 w �n P.O.C. POINT OF COMMENCEMENT
N 76°10'10" E` E� \32 / N 59°11'55" E -// o » o o P.S.L.D.E. -PORT ST. LUCIE DRAINAGE EASEMENT "
. „ s R=711.00 S 76 23 02 W
335.92 N 13 49 50 W SEE _ . n / 272.84' �' Z P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
186.00' 0 16 58 15 /, N 1058533.775 � � �
w L=210.60' M /�T N ' P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER
„ csi5 / -( E 829236.920 85.00 P ' R - RADIUS
QQ
1 N 13 49 50 W GZ O / %v PG / cA
' 1 pG• R P. R/W -RIGHT-OF-WAY
186.00 E 251 / �'' -(� / '
'C N / S-69°22' 12" W
„ �15 � �� � � � � W / S.F. -SQUARE FEET
55% / P. G� / N 1058444.849
TTw, � _ .1T � � 429A �' � �\P G. 229.41' 150 , R/ S.T. - SURVEY TIE
Llly� &-85 00 \ 1 1 P P / E 829052.275 U.E. -UTILITY EASEMENT
MAT 15' � � �� 3a �.0 R=1156.00 RAD - RADIAL LINE
i1� ET 5) 10 v E N -�� -
(SEE SHE
U.E.-R.A. UTILITY EASEMENT -RESTRICTED AREA
„ r / 10010' 1,7»P.C. - POINT OF CURVATURE
�- N 76 1010 E / N 1058351.029 _
_ 0 311.14' � , _ � P.T. POINT OF TANGENCY
�" E 828894.900 L 205.22 P.R.C. - POINT OF REVERSE CURVATURE
R 2540.00 _ /
A=13007'07" E• r / - -
_ �-20 LM � � P.N.R.I. POINT OF NON RADIAL INTERSECTION
L=581.57 m o » P.R.I. - POINT OF RADIAL INTERSECTION
R=2570.00' .T. S 59 1155 W -
11 � LIMITS � P.C.C. POINT OF COMPOUND CURVATURE
e GH'♦w,E 183.22 N 780000.00 _ STATE PLANE COORDINAT VA
.,11�1 L 140.80� N 1058255.668 OF PLAT E 930000.00 E VALUE
(SEE S`HEET 6) � � E 828662.570
�-
P.N.R.I.
N 1058177.742
R 851.00
E 828346.039
o »
0 16 58 15
S 76 10�10 W
L=252.07
S 83 4739 W 325.99 UNPLATTED
(RADIAL)
SECTION 19 s
, SHEET 2
TOWNSHIP 37 SOUTH
ti
�F
RANGE 39 EAST �
SHEET 3
s
SHEET 10
(PI 9
0
�A F
L
Q SHEET 9 y
�o
SHEET 11
I
N
UNPLATTED
SHEET 8
SECTION 19, sHEET 13 -� 2
TOWNSHIP 37 SOUTH
NOTES: �
COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT)
RANGE 39 EAST
- ZONE = FLORIDA EAST ZONE
LINEAR UNIT=U.S. S. SURVEY FEET
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE _ ISE NOTED).
SCALE FACTOR = 0.99998023 w
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
I 1
\ SHEET 14
THIS INSTRUMENT WAS PREPARED BY
W
SHE ET
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA _ 15
SAND & HILLS SURVEYING INC.
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33 467
LB-7741 KEY
N.T.S.
PSLUSD PROJECT # 5269A
SH0248 P24-193,SHEET 12 OF 15
PLAT BK 138 PG 13
ERILA Hl I I'RecElF12-
rA PARCEL OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTHf
E 3RANG 9 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
SHEE
T 13 OF 15
o f »0 f »
I'L 11" 0
S 35 42 06 E UNPLATTED N 54 17 54 E -
LATTED
_ 34.399
1 SECTION 9 194.66
N 1059345.898
0 25 50 100 200 300
TOWNSHIP 37"SOUTH,
H , N 1059317.973
f E 827744.362
R 1566.0 0
RANGE 39 EAST E 827764.429_
_323N 54 23 35 E
11
(RADIAL)
.0 P.N.R.I. _
- '
SCALE. 1 100
L-92.56
N 1059232.302 N 1059314.707
E 827766.773
E 827586.287
7
N 32 18 55 W cl
(RADIAL)
P. R_ 2430.00
_ LEGEND.
\ -
o f »
o / 0 0 05 41 �
N 29 38 31� W
P.N.R.I.
f -
/ _ ® SET PERMANENT REFERENCE MONUMENT "
(RADIAL) _ -!/
L 4.02
� 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
= P.N.R.I.
R 1571.00 \ _ ,
f N 1059138.592 R=2430.00 \ STAMPED PRM L.B. #7741
_ < / N 1059180.542
R 1566.00
\ - o f » E 827449.410 A=6°23'28"
- E 827509.573 ❑ FOUND PERMANENT REFERENCE MONUMENT
0 24 5410
_ o f » /
_ _
� 1 59 49 (NON. TANGENT)
� L 271.05 ��
f / 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
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o f » L 682.81
STAMPED PRM L.B. #7741
L-54.58 -S 89 40 39 E Zo
(NON_ TANGENT) / • -SET PERMANENT CONTROL POINT
f »
79.21 �N
o NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
N 55 06 49 E
o f » _ / / O - FOUND PERMANENT CONTROL POINT
N 01 51 05 W / \
S895116 E < "
(RADIAL) ?i 73.35 \ NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
f �" \ I -DELTA ANGLE
71.50 / -�
R 30.00
. - / /�0 AC. - ACRES
i
o f »
N 04 44 22 W � \
_ / B.E. - BUFFER EASEMENT
� 90 00 00 I (RADIAL) � LIMITS \ �.
-� _ / CB .CHORD BEARING
�- \ \�
_ � P.T. P.C. I P.N.R.I. P.N.R.I. �.-- OF P / ✓
L 47.12 LAT . , " CH CHORD DISTANCE
�� �' N 63 15 46 E
N 1058908.266 P.C. - � 434.77 �-
- CENTERLINE
N \
o D.B. -DEED BOOK
E 826566.884 N 105 938.37 / _
N 1058938.008 8 4 \
r' D.E. -DRAINAGE EASEMENT
p f » E 826802.238
r o_ \
N 00 08 44 E
E 826668.461 D.S.E. - DRAINAGE SWALE EASEMENT
•T �n
P N 1058938.820 0 -
N 1058938.190 � L ARC LENGTH
� R-50.00
E 826723.029 i L.A.E. - LIMITED ACCESS EASEMENT
38.41 E 826596.960 = . „ \
� 83 30 31 �s, R=2460.00' _
_ L.E. LANDSCAPE EASEMENT
L 72.87 � 3 } 52 58
N 1058869.855 u? L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT
- L=1368.89
N
L.M.E. -LAKE MAINTENANCE EASEMENT
E 826566.786
_ � N.R. NOT RADIAL
300.0 R ,! O � < N.R.T.R. -NOT RADIAL TO REAR
o f » I
= 6' N.T.S. NOT TO SCALE.
0 25 25 26
P.C.
O.R.B. OFFICIAL RECORD BOOK
L= 133.12f O.E. MAINTENANCE &ROOF OVERHANG EASEMENT
P.B. - PLAT BOOKTRACT ri f
/
�+ \. \ (n � P.C.P. _ PERMANENT CONTROL POINT
N 1058740.991 2 6.95 AC.
; \ \ PGS. -PAGES
E 826595.511 \ N P.O.B. -POINT OF BEGINNING s s
P.O.C. - POINT OF COMMENCEMENT
24 \
P.S.L.D.E. _ PORT ST. LUCIE DRAINAGE EASEMENT
\ t�
P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
\ \ ✓ P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER
TRACT »L 14» � R -RADIUS
\
/\ \ R/W RIGHT-OF-WAY
WATER MANAGEMENT TRACT N .4,44 W S.F. - SQUARE FEET
20 1� 1
24.67 AC. 46123' \ S.T. - SURVEY TIE
LIMITS X, N -
\ U.E. - UTILITY EASEMENT
o f » N 76°54'52" E q \ RAD - RADIAL LINE
N 25 16 41 W �� 449.58' r U.E. R.A. - UTILITY EASEMENT -RESTRICTED AREA
OF PLAT �
397.10 P.C. - POINT OF CURVATURE
m
\ P.T. -POINT OF TANGENCY
P.R.C. - POINT OF REVERSE CURVATURE
+ P.N.R.I. POINT OF NON RADIAL INTERSECTION
UNPLATTED / 4\9.5?� �' P.R.I. - POINT OF RADIAL INTERSECTION
SECTION 19 \ P.C.C. - POINT OF COMPOUND CURVATURE
' P.T./ N 780000.00
TO 765.074
RANGE 39 EAST NSHIP 37 SOUTH, N 1058381.925 �l 0+ LME _ - STATE PLANE COORDINATE VALUE
E 8262 E 930000.00
R=So.00' �
A=82"50'24" - ,
R 2430.00 �
f L=72.29'=7010'29"
R 566.00 L_ 304.29 '
_ o f »
A 25 25 26
N 1058138.802
_ � •E• E 826819.268 W m
on
L 251.15 10 �M . m
S 83 3217 W
N 1058115.734 N 1058157.596 to ci
LIMIT.? - (RADIAL) SHEET 2 s'
I E 826819.209 o E 827849.871 �1=
N � � � �
N 1058085.659 OF PLAT - - =- - - N.R.I. (n = f 9,L
k -� �, R 2430.00 �F
o f » E 826849.132 w _- -
N 00 08 44 E z = o f SHEET 3 Lf
P.C. N 1058085.510 N 1058062.073 P.C. N 1058173.409 0 3 19 39
N 1058073.749 -� - SHEET 10 q
23.07' E 826907.700 N 1058056.711 � E 828205.663
P.T. E 827101.118 o E 827345.882 P.T. L-141.13 J' mp
N E 827243.714 � �`
- S 86�51'56" W LIMITS `��'
- --- N 1058129.670
(N.R.) (RADIAL) / Q SHEET 9
R=30.00' P.C.P.T. - _ � o f »
_ o f » P.C. E 827642.881 R 1166.00 S 87 2719 W OF�PLAT SHEET 11
0 90 00 00 P.T. P.C. A 10° 16'38»
356.15 --
L=47.12' o f » N 1058032.797
S 77 10 40 W = N 1057982.848 P.N.R.I. N
L 209.15 E 828217.466
= f f E 828219.686 SHEETS
R 1666.00 0 » 30 6 / _
o f » N83 _ f 4.0 .�._._._� sHl�r,3 \2
N 89 51 16 W _ o f» 11 11 W R=300.00
0-6 40 05 f MATCH LINE P..R.L
143.61 = o f »
58.57 _ ' A 19 38 09 (SEE SHEET 14) (NON -TANGENT) -
L 193.89
_ UNPLATTED o f »
L 102.81 0 , " N 02 32 41 W
S 88 02 41 W
SECTION 19, f
(RADIAL) �
TOWNSHIP 37 SOUTH,
50.00
w
RANGE 39 EAST
W
._,
A /
..SHEET/14
UNPLATTED
SECTION 19 NOTES. THIS INSTRUMENT WAS PR n
_ EPARED BY W ,
TOWNSHIP 37 SOUTH COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT) �_ = SHEET 15
WHITE P.S.M. 4213, STATE OF FLORIDA
' ZONE = FLORIDA EAST ZONE PERRY C. , �
RANGE 39 EAST _ -
LINEAR UNIT U.S. SURVEY FEET SAND & HILLS SURVEYING, INC.
COORDINATE SYSTEM = 1983 TAT A TRANSVERSE M R AT R P / STATE PLANE TR E C 0 PROJECTION 6675 E. CALUMET CIRCLE
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
_ LAKE WORTH FLORIDA 33467
SCALE FACTOR - 0.99998023 �
PLAT BEARING = GRID BEARING
LB 7741 KEY MAP
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE N.T.S.
PSLusD PROJECT # 5269a SH0248 P24-193 SHEET-13 OF 15
PLAT BK 138 PG 14
E ONE
A PARCEL OF LAND LYING IN SEC
TION 19, TOWNSHIP 37 SOUTH,
l
RANGE 39
EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY FLORIDA
R
SHEET 14 OF 15
u TTED UNPLATTED R- -2430.00 ,
NPLA
i
SECTION 19
o »
SECTION 19 � 2 0813
r _
TOWNSHIP_37 SOUTH
T_
TOWNSHIP 3 SOUTH,
RANGE 39 EAST
7
L 90.63
S 88 02 41 W -
_ RANGE 39 EAST---,,,
(RADIAL)
N 1057982.848
E 828219.686
LINE o MATCH 25 50 100 MA 200 300
(SEE SHE
ET 13)
LIMITS
OF PLAT
N 00 10 54 E ,
- N 1057892.231 .
R 834.0 -
N872719 E
SCALE. 1 100
o � »
E 828221.089
_ 50.47
R=183 4.00
10 16 38 -
3a6.68
(N.R.)
_ � N 00 10 54 E
o � » _ L 149.60
- _ i 34.89
o � » � 4 50 44
R 1334.00
N 85 1$ 00 E o » ,
- o » o R=30.00'
S895116 E
L-155.10 = � o � » _ � N 77 10 40 E ,
& 6 40 05 _ P.T. LEGEND:
68.b4 � 5 83 11 11 E R 566.00 0=54°1853"
N 1057748.710 5 2.83 - t � ____ .- - L 28.44
_ o » 316.02
L 155.25 - - - - - - ® -SET PERMANENT REFERENCE MONUMENT
N 1057754.871 N 1057744.100 155.03 0 19 38 09
S 89022'5E 826219.110 / _ N 1057841.766 = " „
6 W � R 30.00 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
E 826374.042 \ � / - "
N 1057753.517 / E 827061.730 - �. _ °
(RADIAL) -`\ �/ L 193.97 �-- E 828220.929 0 54 18 53 STAMPED PRM L.B. #7741
P.C.P.T. , P.C. N 1057825.930
P.N.R.I. E 826906.856 / '
P.T. E 827864.612 ° " L=28.44 ❑ - FOUND PERMANENT REFERENCE MONUMENT
_ � � P.T. � .� , N 00 10 54 E " "
' - - - - - - - -� - - �� - / / P.C. N 1057805.956 _ 5/8 IRON ROD 18 IN LENGTH WITH 1.5" CAP
R 2070.00 - / 0 45.00
SET ON OFFSET SET ON OFFSET SET ON OFFSET % /\ E 827716.559 a STAMPED PRM L.B. #7741
_ o » P.C. ° " MATCH LINE
A O 45 48 S00 0�8 44 W S00 08 44 W S00 00 00 W ET ON OFFSET - - _ • SET PERMANENT CONTROL POINT
, , ° "1057735.823 R-30.00 (SEE SHEET 6) "
N 1057743.136 10.00 15.00 � 15.00 S00 00 00 W / -j q
_ ° " NIL WITH 1.25 DISK STAMPED PCP L.B. #7741
_ � -� , \ E 827408.424 - A54 18 53
L 2 10.00 w J N 1057625.801 0
7.58 I E 826151.304
o N 1057725.707
N L-28.44' R=30.00' O -FOUND PERMANENT CONTROL POINT
-�- E 827889.648 " "
20 L.M.E. N < N 1057612.114 = °
-� \ � 54 18 53 NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
N 1057715.558 I - E.827215.667
LIMITS o E 827766.073 - L=28.44 A DELTA ANGLE
E 826,5,.4,8 LIMITS �, . , N
. N 1057587.665 . � AC. -ACRES
I �
OF PLAT - OF PLAT E 827653.651 P.C.° , " B.E. - BUFFER EASEMENT
o ' » N 10575.13.403N 1057624.753 N 00 10 54 E
N 00 08 44 E o P.T. CB - CHORD R
�, N 1057575.426 �� 39.66 BEARING
- - - E 826749.831 - E 828220.24
CH CHORD DISTANCE
' , '� '� » " E 827600.960 / P.C. 1
158.12 � ` / � TRACT L26 _
\/ / P.R.C. CENTERLINE
WATER MANAGEME o »
P.T. / NT TRACT / D.B. -DEED BOOK
� N 89 49 06 W
N 1057557.441 0 » D.E. - DRAINAGE EASEMENT
N 1057556.404 15.01 QC.
LIMITS
E 826151.016 S 77 10 40 W _ , 330.60 D.S.E. - DRAINAGE SWALE EASEMENT
E 826559.226 N 105Z521.851
P.R.C. P.R.C. ' R=549.00 L - ARC LENGTH
....E 826827.689 /� OF PLAT 110.17
o » o » L.A.E. - LIMITED ACCESS EASEMENT
i =
N 89 51 16 W R 449.00 `�/ < � 13 0014 L.E. -LANDSCAPE EASEMENT
o » F R=300.00 _ L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
4b8.22 = _ � / _ � L-1 c.4.60
0 25 08 08 R=186.00 r o » R=2000.00 L.M.E. - LAKE MA
N 1057410.259 _ INTENANCE EASEMENT. ,.
_ ' R=75.00 _ o » E 8273118.127 53 2139 N.R. - NOT RADIAL
L 196.97 A 185 0511 P.R.C. A 1 °41'23»
= N.R.T.R. -NOT RADIAL TO REAR
= o � » L .279.40
A 62 56 52 = _ �' N.T.S. - NOT TO SCALE
L 600. �/ L 58 85 � .98
% 0 R.B. - OFFICIAL RECORD BOOK
L=82.40 20 L.M. = E. / R-2000.00 O.E. MAINTENANCE &-ROOF OVERHANG EASEMENT
I � P.T.
N 1057357.411 � o � » P.B. .PLAT BOOK
A 1 41 23 - PERMANENT E 827361.949 P.C.P. ENT CONTROL .POINT
PGS. - PAGES
\ L=58.98
P.O.B. -POINT OF BEGINNING
N 1057217.893 P.O.C. - POINT OF COMMENCEMENT
E 827041.501 N 1057270.132, - P:C.
/ o � » � P.S.L.D.E. -PORT ST. LUCIE DRAINAGE EASEMENT -
S 27 1146 W : ,
E 827317.101 / - P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
- ' O � UNPL> ATTED _
R=75.00 98.�3 P.S.M. PROFESSIONAL SURVEYOR AND MAPPER
� P.R.C. � r R -RADIUS
o » P.R.C. SEC-, 67 30 09 / N 1057218.632 / RIGHT-OF-WAY
/' TOWNSHIP 37 SOUTH, R/w RIGHT OF WAY
R=2000.00 S.F. - SQUARE
_ � E 827289.681 � i Q E FEET
L 88.36 /
P.C. _ o r » RANGE 39 EAST S.T. SURVEY TIE
0 1 4� 18
N 1057141.567 TY U.E. - UTILI
TY EASEMENT
E 827008.047 / L=58.35, RAD -RADIAL LINE
U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
P.C. - POINT OF CURVATURE
N 1 Oo 04, 58„ W , P.T. - POINT OF TANGENCY
P.T. R=350.00
� � P.R.C. -POINT OF REVERSE CURVATURE
62.74 N 1057005.334 0-I _36oOS37» P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
_
N 1057079.800 I E 827249.008 P.R.I. POINT OF RADIAL INTERSECTION
E 827019.030 L=220.79' P.C.C. - POINT OF COMPOUND CURVATURE
P.R.C. N 800
UNPLATTED 7 00.00 _
N 1056954.985 STATE PLANE COORDINATE. VALUE
SECTION 19, R=1149.00' 1 E 827254.145 E 930000.00
TOWNSHIP 37 SOUTH,
.C.C. P_
RANGE 39 EAST,., A=10012' 33» _ LIMITS R=1000.00
I I _
o �
L-_ 204.73�
OF PLAT 2 54 01»
p.C. L-I -
50.62,
N 1056876.112
E 827036.772 20 L.M.E. SHEET 2 s
I c
20 L.M.E.
SHEET 3 L�
R=2851.00
SHEET 10 9
N 1056731.179 _ o » s
o � » I � ti
N 00 07 35 4 30 08 -
E E 827262.448 P.T. F 7
_ ' � FL
L 224.02
298.44 , Q SHEET 9
9�
O
SHEET 11
w
u,
- s
0 SHEET 8
N
S 0000735» W SHEET 13 -A 2
154.00 5
NOTES:
N1 056577.681
COORDINATES SHOWN ARE -
_ E 827036.113 WE GRID N 1056577.182 ID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT)
E 827262.108
ZONE = FLORIDA EAST ZONE
0
LINEAR UNIT = U.S. SURVEY FE
ET
EET
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION w
w
o » ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED) _
N 89 52 25 W
SCALE FACTOR = 0.99998023
' PLAT BEARING = GRID BEARING
226.00 I �
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
� � SHEET 14
THIS INSTRUMENT A n
W S PREPARED BY w
_ w SHEET 15
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA _
- UNPLATTED � � �
SAND & HILLS SURVEYING
SECTION 19, , INC.
L TOWNSHIP 37 SOUTH, 6675 E CALUMET CIRCLE
RANGE 39 EAST --..,,LAKE WORTH FLORIDA 33467
LB-7741 KEY AP
N.T.S.
n /
PSLusD PROJECT # 5269A SH0248 P24-193, SHEET 14 OF 15
PLAT BK 138 PG 15
REV 0 o
E
4
s.
P,
A PARCEL
OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
RANGE 39 EAST CITY OF -PORT ST. LUCIE ST. LUCIE -COUNTY FLORIDA
SHEET .15 OF 15
0 25 50 0 10 200 300
UNPLATTED
SCALE: 1 = 100
SECTION 19
TOWNSHIP 3 SHI 7 SOUTH,
RANGE 39 EAST ,,.",.
LEGEND:
- SET PERMANENT REFERENCE
® E E MONUMENT
5/8 IRON ROAD LENGTH WITH 1.5 CAP
I R D 18 I N
STAMPED PRM L.B. #7741
-
D
FOUND PERMANENT REFERENCE MONUMENT
I
5/8» IRON ROD 18» IN LENGTH WITH 1.5» CAP
STAMPED PRM L.B. #7741
150 R/W
• > - SET PERMANENT CONTROL POINT ,
NAIL WITH 1.25„ .DISK STAMPED PCP L.B. #7741
O PE
RMANENT ERMANENT CONTROL POINT
F
.25» DISK S NAIL WITH 1 D TAMPED PCP L.B. #7741
I
A - DELTA ANGLE
AC. ACRES
B.E. - BUFFER EASEMENT
SUNDANCE VISTA BOULEVARD AT CB CHORD BEARING
RIVERLAND PARCEL D CH - CHORD DISTANCE
P PHASE 1
P.B. 136 CENTERLINE
PG. 28 �. LI E
D.B. - DEED BOOK
o LIMITS SUNDANCE VISTA BOULEVARD D.E. DRAINAGE EASEMENT
S�89 49 06• E ,
p
150 PUBLIC R/W
D.S.E.. DRAINAGE SWALE EASEMENT
' OF�f LAT N 1057316.228
P.B. 136, PG. 28 L - ARC LENGTH
1226.4,9
E 829585.735
L.A.E. -LIMITED ACCESS EASEMENT
N 1057320.117 TRACT "OS14" L.E. LANDSCAPE / I L E EASEMENT
E 828359.273
1 0.25 AC. L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
I N.R. - NOT RADIAL N R DI L
1171.49' 55.00' N.R.T.R. - NOT RADIAL TO REAR
(— — — — —
�/ v o a » N.T.S. . -NOT TO SCALE
w �/ S 00 10 54 W
w 20 L.M.E. O.R.B. OFFICIAL RECORD BOOK
w o o
I , o O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
„ 20 D. . 195.00
N 00 10 54 E � � E � P.B. -PLAT BOOK
_! F- » _ . »
- N 89 49 06 W 10
W 195.00 o TRACT L22 I -PERMANENT CONTROL POINT
W w cv N 10' U.E P.C.P.
_ _ WATER MANAGEMENT TRACT w 55.0o PGS. -PAGES
V w 20 PiS.L.D.E. I P.O.B. - POINT OF BEGINNING
20 L.M.E. 5.24 AC. _> � - 20.00 I
W N o N 89°49'06" W_ — LIMITS P.O.C. POINT OF COMMENCEMENT
Q W a i� m P.S.L.D.E. - PORT ST. LUCIE DRAINAGE EASEMENT
(n 55.00 ✓ � 10
L— — — — — — — — — — — — — — — — — — — OF PLAT P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
m ' / P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
R -RADIUS
N 1057.121.233 �
R/W - RIGHT-OF-WAY
a N 1057125.122 E 829585:117
S.F. - SQUARE FEET
T T �+ J
3 LIMITS S.T. - SURVEY TIE
E 828 58.655
IOF PLAT .. m U.E. UTILITY EASEM
ENT
m�RAD - RADIAL LINE
co r U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
o4906 W v a ( z c?/
N 89 P.C. POINT OF CURVATURE
0 z/N P.T.POINT OF TANGENCY
z
_ a/ 0o '
1226.49 w - I m P.R.C. -POINT OF REVERSE CURVATURE
00 , w P.N.R.I. POINT OF NON -RADIAL INTERSECTION
•
P.R.I. - POINT OF RADIAL INTERSECTION
J m P.C.C. - POINT OF COMPOUND CURVATURE
�F- 0� a N 780000.00
cn o ,,,930000.- STATE PLANE COORDINATE VALUE
E 00
150 I R/W
I
SHEET 2
9,y
SHEET 3
s
UNPLATTED
SHEET IO
SECTION 19,
sy
F �
TOWNSHIP 37 SOUTH
\ SHEET 9 L
i 37 9
RANGE 39 EAST
SHEET 11
N
Z
SHEET 8
NOTES.• SHEET 13 -A Z
COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT) S
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)
to
SCALE FACTOR = 0.99998023 ~ w
w
PLAT BEARING = GRID BEARING _
: GROUND DISTANCE X SCALE FACTOR GRID DISTANCE
/► � SHEET 14
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA w
StfET 1/
5
SAND &HILLS SURVEYING, INC. � ZZ,
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33467
LB 7741
/ N.T.S.
J
i
PSLUSD PROJECT # 5269A
r SH0248 P24-193 SHEET 15 OF 15
r