HomeMy WebLinkAbout143 1-6 Riverland Parcel E - Plat FiveCFN # 5615608 PLAT BOOK 143 PAGE 1, Recorded 05/04/2026 03:16:10 PM SAINT
LUCIE COUNTY Deputy Clerk TRE'OA
01
1N1 TR
1 PS
K 143 P Page _
s
EC
DE D 05/0 4/ 20 W1126 ^- 0 3
10P
P
SAINT Mf1
NT
O
Lj" PLA
� UN Rn
,; COUNTY
i
p
EPU
TY CLERK TREJ OA
3 SOUTH, A P SECTION 9 TOWNSHIP 7 S T
- PARCEL OF LAND LYING IN SE I 1 ,
RANGE 39 EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA. q), -
SHEET 1 OF 6
DESCRF 10N: N'0 OWN H -& DEDICATION (CONTINUED)
-------------
LEGAL OERTIFlCATIO F ERS IP ED ( ED ,
•
/ \ /
6 THE CITY OF PORT ST. LUCIE UTILITY EASEMENTS P.S.L.U.E. AS SHOWN HEREON ACKNOWLEDGMENT
STATE OF FLORIDA
BEING A PARCEL OF LAN LYING WITHIN SECTION 19, TOWNSHIP 37 SOUTH, RANGE 39 ) ,,_ ( )
COUNTY OF BROWARD
EAST CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA AND BEING MORE ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE (-CITY'), ITS SUCCESSORS,
S EM LO ESCONTRACTORS,DESIGNEES AND ASSIGNS
PARTICULARLY DESCRIBED AS FOLLOWS. AGENTS, , P YE A .GENERAL
' ONLINE NOTARIZATION,
`
r ` INGRESS EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR
BEFORE ME, BY MEANS OF �Q PHYSICAL PRESENCE OR O 0 N -
RICHARD M. NORWALK, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED
0 SOUTHERLY, SOUTHEAST CORNER OF TRACT l26 RIVERLAND OPEN,AREAS FOR ACCESS T0, OPERATION, MODIFICATIONS, INSTALLATION OF OR - -;_ -
BEGIN AT THE MOST S _
AS IDENTIFICATION, AND WHO EXECUTED THE
MAINTENANCE OF PUBLIC UTILITIES FACILITIES INCLUDING BUT NOT LIMITED TO WATER • ���� `'
PARCEL E -PLAT .ONE, AS RECORDED IN PLAT BOOK 138, PAGE 1, PUBLIC RECORDS .. ,
FOREGOIN INSTRUMENT AS VICE PRESIDENT OF RIVERLAND V CORPORATION AND
G . APPROVAL OF CITY OF PORT SL LUCIE
COUNTYFLORIDA;HENCE ALONG THE BOUNDARY OF SAID TRACT L26 AND WASTEWATER LINES, APPURTENANT FACILITIES, SAND EQUIPMENT. THERE SHALL BE OF ST. LUCIE FL SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH INSTRUMENT
w �
NO OTHER PUBLIC OR PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR � _K.: - � _ �->- , . ; , _ • _
OR THE FOLLOWING TWELVE 12 DESCRIBED COURSES NORTH 00 07 35 EAST A STATE OF FLORIDA
F ( ) � � AS SUCH OFFICER OF SAID CORPORATION AND THAT THE SEAL AFFIXED TO THE
ACROSS THE EASEMENT AREA WITHOUT THE CITY S WRITTEN PERMISSION. THERE SHALL
0 ET TO THE POINT NON TANGENT INTERSECTION WITH A CURVE COUNTY OF ST. LUCIE - ,.•.� , ._,. ,,-.. _
DISTANCE OF 154.0 FEET . FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORATION AND THAT IT
_' :.:...
• " IMPROVEMENTS OF ANY KIND INCLUDING BUT NOT LIMITED TO LANDSCAPING..
DIUS BE NO
CONCAVE WESTERLY HAVING A RADIAL BEARING OF NORTH 81 39 10 WEST, A RAREGULAR CORPORATE AUTHORITY AND
WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REG C
S OF H AS M NT AREA WHI CONSTRUCTED WITHIN THE BOUNDARIES TEE E E CH WOULD ALONG THE CORPORATION. WITNESS 08 NCE NORTHERLYF AID CO PORA ANGLE OF 04 30 THETHAT SAID INSTRUMENT IS THE FREE AC AND DEED 0 S OF 2851.00 FEET, A CENTRAL E_PLAT.... ..,_.. _ ._
F RIVERLAND N AR I HA � . ,... ,-, ,
0 AND MAINTENANCE OF OR WHICH MAY IN ANY NN IT IS HEREBY CERTIFIED THAT THIS PLAT 0 R E LA D PARCEL EEVE, S n�, r__ ,�,�___
RESTRICT THE OPERATION A E MANNER TM y, ,.
_ S 1 : . _.CLERK OF ..
I U TO' THE LEFT A DISTANCE OF 224.02 FEET TO THE POINT OF MY HAND AND OFFICIAL SEAL THIS T DAY OF _ �� �_______ 2026.
ARC OF SAID CURVE -L---- 8 THE CI F PORT E L
BEEN OFFICIALLY APPROVED FOR RECORD BY E CITY 0 0 ST. LUCIE AND AL „� -
RESULT IN HARM TO THE CITY S FACILITIES. THE VALENCIA VISTA HOMEOWNERS '`" '
r; -.
CONCAVE WESTERLY HAVING A RADIUS OF , _ CYRCUIT OUST
COMPOUND CURVATURE bF A CURVE, CO ,
DEDICATIONS TO THE CITY OF PORT-ST. LUCIE HEREIN ARE ACCEPTED THIS ,.-. ;,rC _
'w N HA .MAINTAIN R D+ , .,
ASSOCIATION INC. ITS SUCCESSORS OR ASSIGNS, SHALL EP_AIR AND,
AR n ALONG THE C EN NORTHERLY F 54 O1 THENCE �
CENTRAL ANGLE 0 02' 1000.00 FEET ACE A i
AY OF 2026.
TI IlY EASEMENT, WHICH `� ... . _
REPLACE ANY PERMITTED IMPROVEMENTS OVER THE U L EAS E C ARE NOT 7
A (STANCE OF 50.62 FEET TO THE POINT OF REVERSE COMMISSION rnrn
OF SAID CURVE TO THE LEFT, D i Tom" , , . _, ,... . ..
/ -. n..
PRECLUDED BY THE FOREGOING WHICH MAY BE DAMAGED OR DESTROYED"BY THE CITY
FEET, A NUMBER: � _
EASTERLY HAVING A RADIUS OF 350.00E NU ER _�� � Y ,. .
CURVATURE OF A CURVE, CONCAVENOTARY PUBLIC _ ., ,<. •
f •- _ ., .
R R ASSIGNS, OR CONTRACTORS IN THE ON T I N
w ITS SUCCESSO S 0 S C S RUCTO
0
THE ARC OF SAID CURVET �
CENTRAL ANGLE OF 36 08 37 THENCE NORTHERLY ALONG ,
..
THE I F CILTTIES. HE ,
OPERATION MAINTENANCE OF OR ACCESS TO C TY S A T CITY ITS
RS CURVATURE 0 FA -
POINT OF REVERSE ....-
E RIGHT, A DISTANCE OF 220.79 FEET TO THE 0 1I ! , THE G �j��1� / Jl
J CITY OF PORT ST. LUCIE
SUCCESSORS OR ASSIGNS SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IN NAME._ t!L_ __�__ i
NORTHWESTERLY HAVING A RADIUS OF 2000.00 FEET A CENTRAL i
CURVE, CONCAVE �� i SURVEYORS NOTES: ,
AR 0 U TED IN VIOLATION OF THE
CONDITIONS S i
. w IMPROVEMENTS, WHICH E C NSTR C. ET FORTH � M H ,
.,
i
NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE i - n-
ANGLE OF 01 40 18 ,THENCE �
ABOVE. IF VIOLATING IMPROVEMENTS ARE NOT REMOVED UPON RE UEST THE CITY ITS
S 202 G
• > - Q � � 1 BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 1990
LEFT, A DISTANCE OF 58.35 FEET TO A POINT OF TANGENCY, THENCE NORTH 2T11 46 - MY COMMISSION EXPIRES.�1�1_____w , � � p7A/� / )
SUCCESSORS OR ASSIGNS,�DESIGNEES OR CONTRACTORS WILL REMOVE SAID Y
ST A DISTANCE OF 98.13 FEET TO THE POINT OF NON -TANGENT, INTERSECTION ON - _ z -_ JESUS MEREJO, CfTY MA AGER SALLY WALS , CITY CLERK ADJUSTMENT) FLORIDA FAST ZONE, STATE PLANE COORDINATE SYSTEM (EAST ZONE) THE
�' „ IMPROVEMENTS WITHOUT LIABILITY, RESPONSIBILITY OR COST ,TO THE CITY. THE CITY OF -
M Comm. Expires �Z SOUTH LINE OF TRACT "L26" RIVERLAND PARCEL E - PLAT ONE PLAT BOOK 138
A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIAL BEARING OF SOUTH 75 34 58 PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR/ANY MAINTENANCE OBLIGATIONS FOR _ � Y '�' _ '
• _ May 30, 2026 PAGE 1 PUBLIC RECORDS OF ST. LUCIE COUNTY AVING A BEARING OF
EAST A RADIUS OF 2000.00 FEET, A CENTRAL ANGLE OF 01 41 23 , THENCE SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC Y ; BL C C FLORIDA,,
' No. Hri251040
ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 58.98 SOUTH 89'49'06" EAST, WITH ALL BEARINGS SHOWN HEREON BEING
NORTHEASTERLYUTILITIES BY THE CITY OF PORT ST. LUCIE
�t1; -:
FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, i� RELATIVE THERETO. '
P
w / G O
U ,
HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 53'21 39 , THENCE � % � `�
7 THE UTILITY EASEMENTS U.E. AS SHOWN HEREON RUNNING ADJACENT AND F n1c►s tcoRr►
( ) O -- - --- S9 • _ .ING CERTIFICATE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF STATE OF FLORIDA �j O �. �� 2 NOTICE: THIS PLAT AS RECORDED' IN ITS GRAPHIC FORM IS THE OFFICIAL
PARALLEL TO THE TRACTS FOR PRIVATE ROAD PURPOSES ARE/NON-EXCLUSIVE t� F F ��� )
279.40 FEET TO THE (POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE COUNTY OF BROWARD 1J111 11111 STATE OF FLORIDA DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO
• „• EASEMENTS AND ARE HEREBY DEDICATED FOR THE INSTALLATION, OPERATION,
NORTHERLY, HAVING A RADIUS OF 2000.00 FEET, A CENTRAL ANGLE OF 01 41 23 , / COUNTY OF ST. LUCIE CIRCUMSTANCES BE SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR
THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF
MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND
„ PRIVATE, INCLUDING, BUT NOT LIMITED T0, WATER AND WASTEWATER LINES, ELECTRICAL VALENCIA VISTA -HOMEOWNERS ASSOCIATION, INC., HEREBY: DIGITAL FORM OF THE PLAT.
58.98 FEET TO A POINT OF TANGENCY; THENCE NORTH 7T10 40 EAST, A DISTANCE OF
' LINES, GAS LINES, AND TELECOMMUNICATION LINES, AND ALL/RELATED FACILITIES AND ,
HAVING - / I MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORID , DO
110.17 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, H G
APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA STATUTES, THE UTILITY 1 ACCEPTS THE_DEDICATIONS,,AND OR THEIR OBLIGATIONS AS STATED HEREON OF 3 THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
A RADIUS OF 549.00 FEET, A CENTRAL ANGLE OF 13'0014 ; THENCE EASTERLY ALONG )/ _ _ / HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, AND THAT R COMPLIES IN FORM )
EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE TRACT A!TRACT L25>LAKE MAINTENANCE EASEMENT, /LAKE,MAINTENANCE ACCESS WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE ARC OF .SAID CURVE TO THE RIGHT, A DISTANCE OF 124.60 FEET. TO A POINT OF AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED,/HOWEVER, NO SUCH LANDSCAPE Q
• " EASEMENT, DRAINAGE 'EASEMENTS, DRAINAGE SWALE EASEMENTS, LANDSC E PLATS AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK
TANGENCY, THENCE SOUTH 89 49 06 EAST, A DISTANCE OF 330.60 FEET, THENCE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION '
w EASEMENTS, UTILITY EASEMENTS,\ PORT ST. LUCIE 'UTILITY,, EASEMENTS AND OPEN
SOUTH 0010 54 WEST A DISTANCE OF 819.93 FEET TO THE POINT OF CURVATURE OF -_ PAGES OF THE PUBLIC RECORDS OF ST. 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS
. SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN .ELECTRIC, SPACE TRACT OS1, AS SET FORTH UPON THIS PLAT. AND/SPECIFICALLY DEDICATED
A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 230.00 FEET, A CENTRAL TELEPHONE GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION LUCIE COUNTY, FLORIDA, THIS-- �_w. DAY OF -- -- 2026. THEREOF.
ANGLE OF 89 56 41 ,THENCE SOUTHWESTERLY ALONG THE ..ARC OF SAID CURVE TO THE COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY
TO VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ��
FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY TO THOSE PRIVATE -RIGHT A DISTANCE OF 361.06 FEET THENCE NORTH 89 52 25 WEST, A DISTANCE OF RESPONSIBLE
.� � �' - 5 .THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177 PART 1
l
725.05 FEET TO THE POINT OF BEGINNING. EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, 2) CONSENTS TO THE PLATTING OF THE LAND HEREIN. FLORIDA STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR
OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND I f/1 _ ` " "Y��,. UNDER CONTRACT WITH THE CITY OF PORT ST. LUCIE.
f� k
1.214 ACRES MORE OR LESS. OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED Q� i
CONTAINING 2 DA Z Y 2026. ,
- MICHELLE R. MILLER, ;CLERK OF THE CI UIT COURT
ER N THE EVENT THAT A W .
BY THE FLORIDA PUBLICS VICE COMMISSION. I H EVE T LAW, STANDARD, \ . , ,. v ,
A THE
ARE RADIAL TO H -. 6 IN SHOWN HEREON THAT INTERSECT CIRCULAR CURVES
� ST. LUCIE COUNTY, FLORIDA �, , .. -.� ) ALL LINES S 0 N HE EO
CODE, OR CITY CODE REQUIREMENT, RELATING TO THE INSTALLATION AND MAINTENANCE _ ...., ., a
h
- - E INTERSECTING CURVE UNLESS OTHERWISE NOTED.
OF PUBLIC UTILITIES OR PUBLIC DRAINAGE FACILITIES,- AS REFERENCED IN THISCEMCADON OF OWNERSHIP & DEDICATION
LES SAENZ, R SIDENT , _ , ,.
PROVISION, CONFLICTS, THE MORE STRINGENT REQUIREMENT REGULATION PREVAILS. R
WITNESS: WITNESS.
/\ y
N UT EASEMENTS
NOTWITHSTANDING THE. ABOVE, LOCATED WITH( ALL UTILITY E ENT RUNNING
STATE OF FLORIDA �
ADJACENT AND PARALLEL TO FIFTY FOOT 50 WIDE TRACTS FOR PRIVATE ROAD ,
COUNTY OF BROWARD ( )
PURPOSES THERE IS HEREBY DESIGNATED WITHIN SUCH UTILITY EASEMENTS A TWO I, I; , A DULY L10EN CERTIFICATE SURVEYOR ANDMAPPER
PRINT NAME. �2 I PRINT NAME. C I� IQr�I �11 ��� /�,,
�-/ FLORIDA,ORIDAO HEREBY CERTIFY THAT AS OF THE �:a '
FOOT (2) WIDE RESTRICTED AREA (U.E. R.A.) LOCATED ADJACENT AND PARALLEL TO •---� � ATTORNEY IN _STATE F FL THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT
ASSOCIATES V LLP A FLORIDA LIMITED LIABILITY LIMITED PARTNERSHIP, ��
RIVERLANDS L DAY OF 2026: RESPONSIBLE DIRECTION AND
OWNER OF
THE LAND DESCRIBED AND PLATTED HEREIN AS RIVERLAND PARCEL E -
SUCH FIFTY FOOT (50) WIDE TRACTS. NO UTILITIES AND/OR RELATED FACILITIES AND REPRESENTATION OF A SURVEY MADE UNDER MY RESPONS LE
< �/ 0 THE BEST OF MY KNOWLEDGE
' LUCIE COUNTY, FLORIDA HAS CAUSED SAID LANDS TO BE APPURTENANCES PERMITTED TO BE INSTALLED IN THE UTILITY EASEMENTS AS PROVIDED SUPERVISION AND THAT SAID SURVEY IS ACCURATE T
PLAT FIVE, BEING IN STa C C � � ,
HEREIN SHALL BE INSTALLED IN ANY PORTION OF SUCH RESTRICTED AREA WITHOUT THE AND BELIEF; PERMANENT REFERENCE MONUMENTS P.R.M.'S HAVE BEEN SET AND
SURVEYED. AND PLATTED AS SHOWN HEREON AND HEREBY .DEDICATES AS FOLLOWS. THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME A EL ,THAT PER E E ( )
PRIOR WRITTEN APPROVAL OF THE CITY OF PORT ST. LUCIE ITS SUCCESSORS AND/OR • / OF RIVERLAND ASSOCIATES V, LLLP A FLORIDA LJMITED LIABILITY LIMITED THAT PERMANENT CONTROL POINTS (P.C.P. S) AND LOT CORNERS WILL BE SET UNDER
ACKNOWLEDGMENT
ASSIGNS, EXCEPT ONLY TO CROSS SUCH RESTRICTED AREA. PARTNERSHIP, THE ENTITY EXECUTING THE DEDICATION.
1 THE PRIVATE ROAD RIGHTS OF WAY AS SHOWN HEREON TRACT A), IS HEREBY PARTN THE GUARANTEES POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE
STATE OF FLORIDA
R THERE ARE NO MORTGAGES OF RECORD ENCUMBERING THE LAND DESCRIBED HEREON. REQUIRED IMPROVEMENTS AND FURTHER THAT .THE SURVEY DATA COMPLIES WITH ALL
DEDICATED TO THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS
COUNTY OF BROWARD
AND ASSIGNS FOR INGRESS EGRESS AND UNDERGROUND UTILITIES PURPOSES AND ARE THERE SHALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED T0, OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND 1N
PURSUANT TO FLORIDA STATUTE 197.192, ALL TAXES HAVE BEEN PAID THROUGH THE
AND TREES PLANTED WITHIN THE BOUNDARIES OF THE UTILITY EASEMENTS WHICH WOULD J- 7
THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS5, ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5 1 ,
BEFORE ME BY MEANS OF PHYSICAL PRESENCE OR� _ ONLINE NOTARIZATION,
r�y- YEAR 202
ASSIGNS. AN EASEMENT OVER AND UNDER SUCH PRIVATE ROAD RIGHTS OF WAY, AS RESTRICT THE OPERATION .AND MAINTENANCE OF, OR WHICH .MAY IN ANY MANNER ry O - - FLORIDA ADMINISTRATIVE CODE SET. FORTH BY THE FLORIDA BOARD OF SURVEYORS AND
' CHARLES SAENZ, W�ID IS PERSONALLY KNOWN TO ME OR/HAS PRODUCED ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE�EEN SATISFIED. '
SHOWN HEREON, IS ALSO RESERVED IN FAVOR OF THE CITY OF PORT ST. LUCIE (CITY), RESULT IN HARM TO, THE CITY OF PORT ST. LUCIE S FACILITIES. THE VALENCIA VISTA i MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, A D ORDINANCES OF
-- AS IDENTIFICATION, AND WHO EXECUTED THE THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT
ITS SUCCESSORS AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS FOR HOMEOWNERS ASSOCIATION, INC., THEIR SUCESSORS AND ASSIGNS, SHALL MAINTAIN, =-------------------- - THE CITY OF PORT ST. LUCIE FLORIDA THIS :a4r DAY OF
' FOREGOING INSTRUMENT AS PRESIDENT OF VALENCIA VISTA HOMEOWNERS/ASSOCIATION, THE CREATION OF THE SUBDIVISION, DEPICTED BY THIS -PLAT. !J�
ACCESS TO OPERATION MODIFICATION, INSTALLATION, AND/OR MAINTENANCE OF, PUBLIC ,., REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS OVER THE UTILITY EASEMENTS,
/ INC. AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH 2O26. _
UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO WATER AND WASTEWATER LINES WHICH ARE NOT PRECLUDED BY THE FOREGOING, WHICH MAY BE DAMAGED OR /
INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED ,TO
AND APPURTENANT FACILITIES. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY DESTROYED BY THE CITY OF PORT ST. LUCIE,. ITS SUCCESSORS AND/OR ASSIGNS, DATED THIS �' DAY OF �IA�G� 2026.
` MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA OR SUCH PRIVATE ROAD RIGHTS DESIGNEES OR CONTRACTORS IN THE OPERATION, MAINTENANCE OF, OR ACCESS TO THE
THE FOREGOING INSTRUMENT IS THE CORPORATE SEAL OF SAID CORPORATION ,AND
THAT IT WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE
OF WAY EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY CITY S FACILITIES. THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND/OR ASSIGNS, �, �
AUTHORITY, AND THAT SAID INSTRUMENT IS THE FREE ACT AND DEED OF SAID ,
THE CITY. SHALL HAVE THE RIGHT TO REQUIRE THE REMOVAL OF ANY IMPROVEMENTS WHICH ARE 'D
CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IN THE EVENT CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL THIS______ DAY OF _ BY:
_�. � 2026. PERRY C. ITE
SUCH VIOLATING IMPROVEMENTS ARE NOT REMOVED ON REQUEST, THEY SHALL BE o
2 THE DRAINAGE EASE ENTS D.E. AS SHOWN HEREON ARE HEREBY DEDICATED TO � PROFES NAL SURVEYOR &MAPPER
( ) SUBJECT TO REMOVAL BY THE CITY OF PORT ST. LUCIE ITS SUCCESSORS AND/OR Irvi,
/ PRINT NAME. �,�
THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FI_0 A REGISTRATION N0. 4213
ASSIGNS, DESIGNEES OR CONTRACTORS WITHOUT LIABILITY, RESPONSIBILITY OR COST TO -
FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION OF SAID NOTARY PUBLI0__e__________________ ATTORNEY AT LAW I SAND & HILLS SURVEYING, INC.
MAY ALSO BE THE CITY. THE CITY OF PORT ST. LUCIE SHALL NOT BE RESPONSIBLE FOR ANY S '
ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS M FLORIDA BAR � I
MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO THE y� i 6675 E. CALUMET CIRCLE
USED BY THE CITY OF PORT ST. LUCIE, ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, t^��. o `
PRINT NAME: V` FOR THE FIRM OF GREENBERG TRAURIG, P.A. LAKE WORTH FLORIDA 33467
MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES FOR DRAINAGE SERVICING OF SUCH PUBLIC UTILITIES BY THE. CITY OF PORT ST. LUCIE..-----'- `
FROM DISCOVERY WAY E W 1 SW MARSHALL PARKWAY E W 3 AND SUNDANCE
-� THIS INSTRUMENT PREPARED BY
..,�
THE DRAINAGE OR SURFACE WATER � Zk i:, �e ?�+.Y
VISTA BOULEVARD N/S A), IN ACCORDANCE WITH 8 THE LANDSCAPE EASEMENTS (L.E.), AS SHOWN HEREON, ARE HEREBY DEDICATED TO e�• g�P�� t s,1,,,,,,,_I..
( ) MY COMMISSION EXPIRES.-------------- �, ...
FROM O M TIME T O TIME FOR R THE LANDS SUCCESSORS N '--•. ° .,! ' PERRY C. WHITE, P.S.M. 4213,
MANAGEMENT PERMITS ISSUED THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCE SO S AND ASSIGNS, t� 9
_.., STATE OF FLORIDA
SUBJECT TO THIS PLAT. FOR LANDSCAPE, IRRIGATION AND DRAINAGE PURPOSES AND THEY ARE THE .,., y� ,�, z.,; .,•,-,,,,,
COMMISSION,
AN OBLIGATION OF SAID ASSOCIATION ITS SUCCESSORS AND ASSIGNS. w. W NG INC.
MAINTENANCE B •AAaS&1�7
SAND do HILLS SURVYYI ,
NUMBER: ------------------- < �`�� `"`
6675 E. CALUMET CIRCLE
IS DEDICATED TO THE WALE EASEMENTS D.S.E. AS SHOWN HEREON ARE HEREBY _
3) THE WATER MANAGE ENT TRACT L25, AS SHOWN HEREON D 9) THE DRAINAGES E ( ), HE LAKE WORTH FLORIDA 33467 LB 7741
VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR DEDICATED TO THE VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS PLANNING & ZONING PROJECT NUMBER• P25-139
NAN
THE PURPOSE OF SURFACE WATER MANAGEMENT. SAID WATER MANAGEMENT TRACT MAY AND ASSIGNS, FOR DRAINAGE PURPOSES AND THEY ARE THE MAINTENANCE OBLIGATION
ALSO BE USED BY THE CITY OF PORT ST. LUCIE ITS SUCCESSORS AND ASSIGNS, FOR OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS.
PURPOSES OR C
DRAINAGE MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT F
DRAINAGE FROM DISCOVERY WAY E W 1 SW
MARSHALL PARKWAY E W 3 AND
g
- WITH THE DRAINAGE OR ,
VISTA BOULEVARD NSA IN ACCORDANCE T E C
SUNDANCE IS (/ ),
IN WITNESS WHEREOF, THE ABOVE NAMED LIMITED LIABILITY LIMITED PARTNERSHIP HAS
q
SURFACE WATER MANAGEMENT PERMITS ISSUED FROM TIME TO TIME FOR THE LANDS
SUBJECT TO THIS PLAT.
CAUSED THESE PRESENTS TO BE SIGNED BY ITS GENERAL PARTNER RIVERLAND V '9
CORPORATION A FLORIDA CORPORATION AND ITS CORPORATE SEAL TO BE AFFIXED
�'.
026.
W
A F 2 THIS DAY 0 HERETO,_� �► ,
P _ SHEET 2
AND LAKE MAINTENANCE ACCESS,
TRADITIONS GATLIN
4 THE LAKE MAINTENANCE EASEMENT L.M.E.) LAz
(
H
PARKWAY BLVD.
EASEMENT L.M.A.E. , AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE VALENCIA
PFLORIDALIMITED LIABILITY LIMITED PARTNERSHIP
VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, AND ARE THE RIVERLAND ASSOCIATES V, LLL ,AFL L H
w
AND
"PERPETUAL MAINTENANCE OBLIGATIONS OF SAID ASSOCIATION, ITS SUCCESSORS N GENERAL PARTNER COMMUNITY BLVD.
BY. RIVERLAND V CORPORATION, A FLORIDA CORPORATION, ITS G ER � �
ASSIGNS. Z
A 1 SHEET 6
N
a
RIVERLAND
<y
9
0�1 �Z SHEET 3
` V to � 9
N HEREON IS HEREBY DEDICATED TO THE
BY. DATE. �- PARCEL E �
5 THE OPEN SPACE T CT OS1, AS SHOW ,
ARD M. NORWALK VICE PRESIDENT
S 1
R CH DISCOVERY WAY
AND ASSIGNS FOR �
VALENCIA VISTA HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS ,
O /
UTILITY DRAINAGE FACILITIES PEDESTRIAN ACCESS, AND GOLF CART AND
OPENSPACE, RIVERLAND
RIVERLAND SW DISCOVERY
tio -
SIMILAR SIZED NEIGHBORHOOD ELECTRIC VEHICLE PURPOSES AND ARE THE PERPETUAL
-
WITNESS. WITNESS. PARCEL C PARCEL A
OBLIGATION OF SAID ASSOCIATION ITS SUCCESSORS AND ASSIGNS. WAY
MAINTENANCE. � m
• / SHEET 5
>- SHEET 4
(n •
. RIVERLAND
RIV LAND �--
��.�
PRINT NAME. � •• � � PRINT NAME
u � l
- PARCEL B
PARCEL D /
0
.. . � � E/W #3 C-)
t; C z
a
; � VALENCIA VISTA
i , �,,,
C, CITY ,01� RIVERLAND V cn J
R S (TE w
PART, ST. LUCIE CORPORATION
HOMEOWNERS. SURVEYOR z m
ASSOCIATION INC. C-23 CANAL
\,i_� '
LOCATION MAP
NOT TO SCALE e$LUSD PROJECT N0. 5269E_.iSH0248 P25-139 1 OF 6
� �
. .
PLAT BK 143 PG 2
i
I
, - mP6
I R_ IL A& IR c
A
A PARCEL OWNSHIP 37 SOUTH
A OF LAND LYING IN SECTION 19 T
R 9 C COUNTY FLORIDA
RANGE 3 EAST CITY OF :PORT ST. LUCIE ST LU IE
SHEET 2 OF 6
r
r
j
I
0 8 20 40 80 120 ,
+
SCALE. 1 - 40
•F
I
z _
RIVERLAND PARCEL E - RIVERLAND PARCEL E I Lo � Z 40 40
r / TRACT "L26" ( M a
PLAT ONE
PLAT ONE x (n w
(P.B. 138, PG. 1) I I- a LEGEND:
(P.B. 138, PG. 1) I w ._
J
L _ _ _ ® - SET PERMANENT REFERENCE MONUMENT
TRACT L26
_ _I
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
ao co STAMPED PRM L.B. #7741
�tCQ
co co -FOUND PERMANENT REFERENCE MONUMENT
i a
CD " n "
w �
/ WITH 1. AP
,n � m 5 8 IRON ROD 18 IN LENGTH IT 5 C
- _ w STAMPED PRM L.B. #7741
R 549.00 w
0
LIMITS _ � _
2
- � 'd- cn d- -J • SET PERMANENT CONTROL POINT
L1 13 0014 � _ a _ „
OF PLA�1 �. W NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
� o o ..
• ° W
N 1057625.80 T
• I O FOUND PERMANENT CONTROL POINT
L 124.60 0
o
�z „
z o C� A 1. K STAMPED PCPL.B. #7741
E 827889.648NIL WITH 25 DISK ST E L
� a
a. �
BASIS OF BEARINGS SOUTH NE OF
Z � z o
� / , SO LINE
� DELTA ANGLE
" f,
R 2000.00 N 1057612.114 .._--- TRACT L26 RIVERLAND PARCEL E PLAT ONE m -
o >► » w � w AC. ACRES
E 827766.073 0 0
N 1057624.753 - M
o » N 77 10 40 E / o r » 9 0 B.E. - BUFFER EASEMENT
- N N E 828220.241 Q .
0 1 4123 P.T. S 89 49 06 E 330.60
J J Z
I m CB CHORD BEARING
110.17 -Jed
_ ' i -�- 10' U.E. Q
L 58.98 , r , , CL CH - CHORD DISTANCE
N 1057587.665 P.C. 62.20 62.20 66.60 66.60 62.20
J _
E 827658.651 x I
� CENTERLINE
o w
t� . D.B. DEED BOOK
o 15 D.E.
_ W
_ m
D o
N 1057575.426 .- o D.E. DRAINAGE EASEMENT
r u � rn Q
1 d-
1m
E 827600.960 r- .10 ° ° co o H D.S.E. DRAINAGE SWALE EASEMENT
N P.T. 6g w a' � � I 7.5 I-
o o n /' c� - m _ J ►- L -ARC LENGTH
- rn it 7.5 a
R 300.00 46 _ O a
T. � L.A.E. -LIMITED ACCESS EASEMENT
2 o E _ �► Q
20 _ w w w
- o � » w w _
P.R.C. z / L.E. LANDSCAPE EASEMENT
� 53 2 139 _ _ _ I- I
�t v - - v - d - I L.M.A.E. LAKE MAINTENANCE ACCESS EASEMENT
>t D rn 490 o o ,n o ,n O ,n o O
491 0 492 - 0 493 - o 494 O O -
+ g r 11 10 Z N O 4 495 L.M.E. LAKE MAINTENANCE EASEMENT
L 279.40 0 o w O 0 0 - 0 O 0 0
489 �' o ° I I ° A
,12'2g D 1 N N ° N ° N N N.R.NNOT RADIAL
3a 1► N° O o 8385 S.F. o N
�65 • r o -- o w 7713 S.F. 0 7713 S.F. o � 8258 S.F. ,o _ 8258 S.F. o - 7713 S.F. -- RADIAL REAR
n° m w N __ o 0 0 0 o N.R.T.R. - NOT R DI L TO E
z 8347 S.F. \ /
� N a Z �/ Z Z Z Z -
�, 488 _ > N.T.S. NOT TO SCALE
0 1 O N �z
w N O o �.
o_ = o m a O.R.B. OFFICIAL RECORD BOOK
-c� N D w
= Z 8568 S.F.
r u �, O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
i 1 11 � o �
487 , o N 6; ° d I I P.B. PLAT BOOK
N° O o_ o_ P con o w
Lo II ...i o R=25.00'
D
- Q � 4 m _ d ) P.C.P. -PERMANENT CONTROL POINT
486 857 S.F.S.F , , 0=90°00'00"
w �! � PGS. -PAGES
A w o m a' _ _► L=39.27 _
�''7 Ncl° 8859 S.F. _ 1 �. 62.20' 62.20' / 66.60' 66.60' 62.20' P.O.B. POINT OF BEGINNING
v, , 1 - - - - - - - - - - / - - - - P.O.C. - POINT OF COMMENCEMENT
N -a
�i s O ° 0+ 14" L=96.46' N 89°49'06" W 330.60, v - N^89°49'06" W P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
N oo sY p_13 0 „ » o
y 0 i _ 5 00 TRACT A to 0 5.00 P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
1 , 1 SWEET MAGNOLIA WAY / N
o 6g 10 _ __ R_42 -_400.00' ° " N /
a ° �.<' - R =90.78 N 89 49 06 W 330.60 N °°49'0 " W I R -RADIUS
�A 13'00' 1 - - =- - -- - - 8 �- 6 - R/W -RIGHT-OF-WAY
`fla Q 69.10' �T?.9g' U, p -, ,47"E CH=90.59 176.60 154.00 0 70.00 S.F. SQUARE FEET
'(7 10 C6 < N ° f. S.T. -SURVEY TIE
N �n, N 89 49 06 W
26 " N r U.E. UTILITY EASEMENT
- " >v 1?7 9g R=375.00 N 89 49 06 W 126.60 i 5.00
°�p'q0 '� RAD -RADIAL LINE
77 -
N v� �, �4" L=85.1 1' 62.20' 63.68' 1 N 89°49'06" W 104:00' / / U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
-15 00 P.C. -POINT OF CURVATURE
R-25.00 R=25.00'/ _ P.T. - POINT OF TANGENCY
R 25.00 _
" E 1TT 9 62.20 �- ci �! _ ° r " \ ° 1 /w I f
R=175.00 ° 0 40 0 90 00 00 =90 C0 00 w Z w A=90°00 00 P.R.C. POINT OF REVERSE CURVATURE
= ° " N 77 00 - L-39.27' = _ _ _ P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
� 49 58 54 � � 20• o o L 39.27 o N � L-39.27 ,
L=152.66' & _ Fv iv P.R.I. - POINT OF RADIAL INTERSECTION
�, , pE. v
64 i 20 E P.C.C. POINT OF COMPOUND CURVATURE
8�. , LM.A w 450 N ,
40 _40
N 780000.00
z v-
N_ .. � rn r`F10 U.E. 10498 S.F.. -STATE PLANE COORDINATE VALUE
E 930000.00
� _ 0 10 U.E. � I _
.r N O
G � ° � w
2 498 z� 1 I I
N. N 497 _ IMITS
�. ,
N O N
to
_ W
9501 S.F.
9023 S.F. ° ".
_
o 499 o z o OF PLAT
v N - _ � N 89 49 06 W
496 I I I ►� � I I I
o O ° _ � C'� o= : �.n O m m 0.
W
0 7713 S.F. - o.00 j
2 _ : � 0 13 38 S.F. ov _ _ o co 7 m Na-m
.- - .-- _
c� O �n Q �n
O
N 500 � N z
_o II II
►� cn o J
N cn ._ I >e
° O N o
.� � ° � _ � oo W J w w
�s , n r� U) O W
a cs? 9129 S.F. N o J r
II - - O
�n v- d- v� �t V
Q o a _ �r = W
o _ V o 0
II I I L I i
s a � � 451
_ w_ O N N Q
e J Q _ II !- W
_ Z
p O O O N N �J C9
a W ° ° w _ Q 0- THIS INSTRUMENT WAS PREPARED BY
cfl 4 F. a v ~ 0
D cn o Q o i- 0 802 S „
IIo II
_ r � w o � Q oo PERRY C. WHITE P.S.M. 4213
u o o ' '
0 62 o o STATE OF FLORIDA
I I I I o z
N I N 89 49 06 W J m
- - - - - - - - - - - � SAND &HILLS SURVEYING, INC.
o „E126 z Q
- 3a 0 - ---� ,�_ 129.00
44. ° 10 4 34.52 88.68 I _1
N7
7 R=3o.o0' 6675 E. CALUMET CIRCLE
_ 91 41 16
r R-3oo.0o N 89 49 06 w 123.20 2 U.E.-R.A. LAKE WORTH, FLORIDA 33467 LB-7741
W N = 10 U.E. W
" L 48.01
CO - w
11 18 58 -
i� rn o o
J 452
- f , N N H
L 59.25
25 25 � /Ny
N N 1..�
w _ 521 I I I 8024 S.F.
- N N
R 101.00 O
W ° �� » N 00.10 54 E N N
0=49 58 54
TRACT L25
- 389.88 7663 S.F.
V cn = 20 .
L 88.11
WATER MANAGEMENT TRACT N 89°49 06 w
W L.M.E. 2 U.E.-R.A. I
W 3.24 AC.
Q " 129.00'
cn , „
... N 89 49 06 W ( I o /
g S 00 10 54 W
t 23.20'
MATCH LINE
MATCH LINE
(SEE SHEET 3> -
819.93
(SEE SHEET 3)
SHEET 2
/ H 6 SHEET -
r SHEET 3
NOTES
SHEET 5 -
SHEET 4
= 3 9 ADJUSTMENT)
COORDINATES SHOWN ARE GRID COORDINATES DATUM NAD 8 (1 90,
i
_
ZONE FLORIDA EAST ZONE i
A = U.S. SURVEY FEET
LINEAR UNIT
COORDINATE SYSTEM - 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
(UNLESS OTHERWISE NOTED)
ALL DISTANCES ARE GROUND KEY MAP
SCALE FACTOR 0.99998023 N.T.S.
AR GRID EARING
PLAT BEARING I B
R DISTANCE
P V E
_ GROUND DISTANCE X SCALE FACTOR GRID D
PSLUSD PROJECT #5269E
_ SHEET2OF6
SH0248 P25-139
PLAT BK 143 PG 3
ay
.•
V
_
ILI-
V E L H D
_
A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH,
-ARiEL P L I F V
RANGE 39 EAST CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA _
SHEET 3 OF 6
8 2 0 0 40 80 120
,
h t.-
SCALE: 1 = 40
MATCH LINE
LIMITSLEGEND:
(SEE SHEET 2)
F PLAT
. » ® -SET PERMANENT REFERENCE MONUMENT
MATCH LINE N 89 49 06 w »
(SEE SHEET 2) 1 9.00,
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
T84 , » 2 STAMPED PRM L.B. #7741
� N 906 W
1 - FOUND PERMANENT REFERENCE MONUMENT 5/8n IRON ROD 18» IN LENGTH WITH 1.5n CAP
123.20
10' U.E.\
I I I
/1
� P ML.B. #7741
> 0 453 o STAMPED R L
/ N
,� N
O
_ i N N � • -SET PERMANENT CONTROL POINT
cp
o l o l cn I »
� 25 8024 S.F.
52� NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
• �! 4
N N
40 0
� � O -FOUND PERMANENT CONTROL POINT
7663 S.F.
I ,I.
N 894906 W
NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
V
R
o � -DELTA ANGLE
I
R 129.00 I AC. -ACRES
N 89 49 06 W � cn
o _
/ Q ..-R. B.E. -BUFFER EASEMENT
, s 2 U E A. x o W �
20 123.20 �r ( CB CHORD BEARING
F-+
L.M.E. - a r- CH - CHORD DISTANCE
U o o m
N 454 N o
"Q - CENTERLINE
O CENTE LI E
w w
N N �
I I I I -
o o co cfl x w D.B. DEED BOOK
N 519 N
H 8024 S.F. �-
� D.E. DRAINAGE EASEMENT
N N Q W
CO Cfl O
• o .- D.S.E.bSEDRAINAGE SWALE EASEMENT
7663 S.F. ( O
/ O „ o L ARC LENGTH
t0 2' U.E.-R.A. �� N 89 49 06 W o 0
z \ o w
z
I .. L.A.E. LIMITED ACCESS EASEMENT
!�1 � � ( z r—
n 129.00 to V W
L.E. -LANDSCAPE EASEMENT
I-- N 89 49 06 W
J �
W Z (� .M.A. . AK MAINTENANCE ACC SS EASEMENT
, L E LAKEE
a
W 123mom.20 Q _
O
EASEMENT
:M. AK MAINTENANCE E E i L E. LAKE
I
�n ` . N.R. NOT RADIAL
c� TRACT L25
m
00 455 _
0 0
_ N.R.T.R. NOT RADIAL TO REAR
W � >' � w� C)
WATER MANAGEMENT TRACT m I I I I /� ---- Q_
W oo m 1 m o z N.T.S. NOT TO SCALE
Q -/ . m Jm
cn 8914 S.F.
.. 3.24 AC. /��
0 518 0 _
o c� Q O.R.B. OFFICIAL RECORD BOOK
w N...d �-G
a`
m ImI I I - OVERHANG EASEMENT
� 8513 S.F. w
J O.E. MAINTENANCE &ROOF 0 ER
1•- � P.B. PLAT BOOK
O - r ,— U W
o . a P.C.P. -PERMANENT CONTROL POINT
N 89 49 06 W1 _
• PGS. PAGES
o _\ _
O to 0o to O —
o O » � 129.00 I P.O.B. POINT OF BEGINNING
Z � N 89 49 06 W � m m m � � � � �
— —
_ cfl cfl � co ./ � P.O.C. -POINT OF COMMENCEMENT
0 123.20 (o m w _
�n c� ���n P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT
w w w I ( _ \
Li - - P.S.M. _ PROFESSIONAL SURVEYOR AND MAPPER.
N v v o% o R - RADIUS
N 5617 - `-n !n `-" q m I R/W RIGHT-OF-WAY
• - I-Io o(°'I c3� O O » RIG 0
0 0 0 o i co I / N 89 49 06 W
c� 517 . O ` $914 S.F. — S.F. SQUARE FEET
� Q) O O o ' -
� c� � o 0 0 70.00 S.T. SURVEY TIE
8513 S.F. z z i z U.E. - UTILITY EASEMENT
O I RAD -RADIAL LINE
10' U.E.
20 00' _/ U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
129.
N 89049'06" W �',o P.C. POINT OF CURVATURE
L.M.E. 10 U.E. a I / P.T. - POINT OF TANGENCY
123.20' ( =
�- P.R.C. - POINT OF REVERSE CURVATURE
b o P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
I 457
IN
10U.EI N
� � O P.R.-POINT OF RADIAL INTERSECTION
_ . � N N P.R.I.
• o 8024 S.F. ILO P.C.C. - POINT OF COMPOUND CURVATURE
co �
56 0
0
�/ (n - STATE PLANE COORDINATE VALUE
N 780000.00
C J E 930000.00
($ N 9948 S.F. m O »
EE � � -� N 89 49 06 W '
s IN I .I Q
E
ET � LL- 129.00
11 t a
r w o � »
N NR.�
?30 _ S 00 10 54 V1
I-o
4 � o
2 458
9 N N �
�2 w
O
8.43, 819.93
I
8024 S.F. `
THIS INSTRUMEN
T WAS PREPARED BY
25 25
O , 0 6„ _ _
N 89 49 06 w PERRY C. WHITE, P.S.M. 42131
129.000 STATE F FLORIDA
SURVEYING, INC.
MATCH INE
SAND &HILLS UR ,
L
UNPTTED 6675 E. CALUMET MET CIRCLE
(SEE SHEET 4)
LA
SECTION�49 LAKE WORTH, FLORIDA
33467 LB-7741
SH P 37 SOUTH
- TOWN I ,
-_ T
RANGE 39 EAS
SHEET 2
l
SHEET 6
SHEET 3
NOTES: I � 1V E SHEET 5
SHEET,4
COORDINATES SHOWN ARE GRID COORDINATES DATUM = NAD 83 (1990 ADJUSTMENT)
i
ONE FLORIDA EAST ZONE
Z
LINEAR UNIT = U.S. SURVEY FEET
COORDINATE SYSTEM - _
1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
(UNLESS OTHERWISE NOTED)KEY MAP
ALL DISTANCES ARE GROUND UNLES /
_ N.T.S.
SCALE FACTOR 0.99998023
PLAT BEARING GRID BEARING
GROUND (DISTANCE X SCALE FACTOR =GRID DISTANCE. � r
\ _
PSLUSD PROJECT #5269E — 9 SHEET 3 OF 6
SH0248 P25 13
x
PLAT BK 143 PG 4
k ,
in,,, IL D Vic[ L L .
LA3
A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 37 SOUTH,
RANGE 39 EAST
, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA 4 SHEET OF 6
_ IF F", v E
0 8 20 40 80 120
SCALE 1 = 40 M
A
T
C F H s
,
LEGEND:
E
S
N
Fr
E
3 -
� ® SET PERMANENT REFERENCE MONUMENT
» » / R 30.00 „ „
to .
5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
TRACT L25 89 0 ,56 41
STAMPED PRM L.B. #7741
I —
WATER MANAGEMENT TRACT
L=47.09
W ❑ FOUND PERMANENT REFERENCE MONUMENT
W \
3.24 AC.
5/8 IRON ROD 18 N LENGTH WITH 1.5 CAP
1
I L I
STAMPED PRML.B.#
V
E L 7741
N fNR J • SET PERMANENT CONTROL POINT
W - w - w 242„ „
Q o o, 9 NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
to N 1 W
° „ `� Q 28 4 O - FOUND PERMANENT CONTROL POINT
N 89 52 25 W 297.47 -� 6 , 3
�. �2 . MATCH T NAIL WITH 1. K AMP P . .3 g� LINE L I 25 DISK STAMPED PC L.B.L B 7741
62.20 66.60 51.86 �6 gg, N 00°10'54" E 0 -DELTA ANGLE
3� w (SEE SHEET 3)
m _ _ 596.95 „ AC. ACRES
15 D.E. �, � I I _ N 89 49 06 W
�- I . � � B.E. -BUFFER EASEMENT
ici o °' 9. -
7.5 m,
cD _ 12 00 CB CHORD BEARING
I •a, rn
NI II II
�t o 5n CH -CHORD DISTANCE
7.5 u w o � n
l o ao
f d \ N S OO 1 O 54 W CL -CENTERLINE
w w w Z z 0 _
• / 0 515 D.B. DEED BOOK
_ I ( 0 459 N 819.9
ro o m o ro - . N ° / O 'n D.E. -DRAINAGE EASEMENT
- N 512 - �, 513 - 514 � Z �2 D.S.E. - DRAINAGE SWALE EASEMENT
o o o , 6, 27 S.F. 5
9598 S.F.
o N o N o N � N w `� 25 �+A==1304�:,38,,
L - ARC LENGTH
o .- 7663 S.F. 0 8205 S.F. o � 9563 SF. - L=
o 0 0
/ 29.95 P C L.A.E. LIMITED ACCESS EASEMENT
z z z w L.E. LANDSCAPE EASEMENT
I I m = N 1056804.847
/ G 92
co � N.R T 0 22 E 828217.642 L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT
w ,`• h N fig° , •R.) L=37.49' L.M.E. -LAKE MAINTENANCE EASEMENT
o h 8
( ( �. � ri it M M h W N.R. -NOT RADIAL
b ►�! h �, w _ 133 ,
� ,'�'•• `v � cV •33 N,R.T.R. -NOT RADIAL TO REAR
1 I N ��1 •�` i � °�. , N.T.S. -NOT TO SCALE
— — �h - UNPLATTED
O.R.B. - OFFICIAL RECORD BOOK
/ °g6 •h�O C� rr ti' h
62.20' 66.60' 87.64' 4 9 v rr r
LIMITS
— — — _ _ � 2 34 � i ,g SECTION 19 O.E. -MAINTENANCE &ROOF OVERHANG EASEMENT
N 89°52'25" W 0 .4 P.B. - PLAT BOOK
5 2 8 460 OF PLAT TOWNSHIP 37 SOUTH
o
�n •O ° O ' P.C.P. -PERMANENT CONTROL POINT
N � o i
,,o �� �� RANGE 39 EAST PGS. - PAGES
° „ DREAM FALLS DRIVE R -N �,, �, / 11580 S.F.
N 89 52 25 W 552.07 G0 D �� _ _ _ _ / ,/ o P.O.B. -POINT OF BEGINNING
0 `L o P.O.C. POINT OF COMMENCEMENT
5
�h
D�
an �12 .`L ti P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT
N TRACT A R- �� s �!
P.S.M.-
„" S � , .S M PROFESSIONAL SURVEYOR AND MAPPER
N 89052 25 W 502.07
ricv uW4 R RADIUS
_ 5 0� 0 (D R/W -RIGHT-OF-WAY
62.20 65.10 65.10 60.17 h-2 O
g2
�. 5 S.F. SQUARE FEET
L
�
S.T. -SURVEY T IE
�^
I w _
I I 461
�D U.E. UTILITY EASEMENT
w
m o0
O
� • RAD RADIAL LINE
o n 2 I /
_ 0 11785 S.F.
LLB I N
.- U.E. R.A. UTILITY EASEMENT RESTRICTED AREA
s°� v
4 P.C. POINT OF CURVATURE
w w w w z �'' P.T. - POINT OF TANGENCY
II _
J L j Ln _ K) _ u _ u) _ o �� d? pt P.R.C. POINT OF REVERSE CURVATURE
W !n oo rn oo rn oo `-h oo Iv 462 * P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
w ti 466 465 ti64 ti 463 c0 .N O 2 �o
= o N O o m O Io mI O o ai O o 'O • P.R.I. - POINT OF RADIAL INTERSECTION
V N oo 8024 S.F. o N 8398 S.F. oo Ni 8398 S.F. N -' w 11174 S.F. • b" �F o� P.C.C. -POINT OF COMPOUND CURVATURE
0 8116 S.F. ,2� ,�g \
�w z z z z
W I I D� / N 780000.00 - STATE PLANE COORDINATE NA AN VALUE
Q�
CL D.E.
D J E 930000.00
12 I TE
I �
6' 3' 2 18
0_2 ,
62.20' 65.10' 65.10' 63.85' 20.30'
g3 L=
N 89 52 25 W 725.05
P.T.
N 1056575.582 \
E
: 827987•140 UNPLATTED
THIS INSTRUMENT WAS
PREPARED BY
LIMITS PERRY C. WHITE, P.S.M. 42131
SECTION 19, I
OF PLAT STATE OF FLORIDA
TOWNSHIP 37 SOUTH
SAND & HILLS SURVEYING INC.
RANGE 39 EAST
6675 E. CALUMET CIRCLE
LAKE WORTH FLORIDA 33467 LB-7741
UNPLATT D
E
SECTION 19
/
TOWNSHIP 37 SOUTH
RANGE 39 EAST---,.,,,,
SHEET 2
/ SHEET 6
i SHEET 3
NOTES.
SHEET/ 5
, S1-EETX
COORDINATES SHOWN ARE GRID COORDINATES DATUM NAD 83 (1990 ADJUSTMENT) ,
ZONE = FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET
` COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
CV LAAD
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
SCALE FACTOR =0.99998 23 N.T,.S.
' = BEARING PLAT BEARINGGRID BE
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
PSLUSD PROJECT #5269E
SH0248 P25-139 SHEET 4 OF 6
jol
x
IRCEL
I V f E
A PARCEL OF LAND LYING IN SECTION 19 TOWNSHI
P 37 SOUTH
E, 1:w A MCI
RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 5 OF 6
0 8 20 40 80 120
r.
R 1000.00 TRACT L25 „ _ ,
H LINE
= o � » MATCH SCALE. 1 40
0 2 54 0 ET 6) WATER MANAGEMENT TRACT
(SEE SHE
_ � e " 3.24 AC. -
L 50.62 N 85 31 15 E
MATCH LINE
.01' W.R.)
124 5� 25 e " (SEE SHEET 6)
.
" 2 N 89 52 25 W
P.C.0
=p° 17 44 I
_ .16 r" a 129.61
LEGEND:
/ , _
N 1056954.985 m e 2 U.E. R.A. a, 'a'
r u cn N 00 10 54 E
II 476 �, ti ,..♦
E 827254.145 - _
; cn e O o, p 155.87 ® SET PERMANENT REFERENCE MONUMENT
_ N ""� a 5O7 W 5/8 IRON ROAD 18 IN LENGTH WITH 1.5 CAP
20/ ao 7901 S.F. �0 it O v -
N s :i7 it � e 20 W
- o cn _ _D w I � R-30.00 _ _ STAMPED PRM L.B. #7741
- � it N 7974 S.F. ° " .
L.M.E (D I o 0
1 N 0 w �=39 50 49 L.M.E. p=90°03' 19" �
/ � ro w - V ❑ -FOUND PERMANENT REFERENCE MONUMENT
TRACT "L26" � " cD --�
° 6 E .4 _cn rn cn L=20.86' L=47.15' w " ,. "
/ N g6 46 2 o _ �"" 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
� ._ cn s � P. I x� W
LIMITS 124.00'
--,y \ o (N.R.> Q STAMPED PRM L.B. #7741
o s - N 89°52'25" W 132.60' �i
o \ u o • - SET PERMANENT CONTROL POINT
/ w , , N - „
OF PLAT D - 8 .87 - - - - - 46.73 - - ° NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
r-, n I c-� o „u - 5 N 89 52 25 W 297.47 -�
co o/ p ---- -- ------ _
-{- � ._ _ t O FOUND PERMANENT CONTROL POINT
u 475 ,cn 54.62 62.20 "
rn cn Z �. M P PL.B. #7741
° O o o NAIL WITH 1.25 DISK STAMPED PC L
N I P O `_ W . N
• cn o .w N - o _ p - DELTA ANGLE
= w _ 7901 S.F. _� - _ ° v? r-
R 2851.00 - � ^ .
rn _. N w o e 00 AC. -ACRES
- o » - N I s j n 0 �Lf) II rn T
- , r B.E. -BUFFER EASEMENT
� 4 30 08 / �, � o II �-
o ie II
°" r N u n d � � CB -CHORD BEARING
138 E u ,p
_ N880, N w to ° w ° -
L 224.02 � _ o CH CHORD DISTANCE
N O Q
cfl �p _
/ n W W W W
\ 124.00 .A
� _ � rn _ � _ _ � CENTERLINE
-p
. I _
V II 00 N _ to
/ N _ 5O8 ro - ro D.B. DEED BOOK
I N C7i M ti O I'n O
o
I'n
p -•i ,- �_-� o � 509 510 N 511 N
p r- - ° � r` ti ti D.E. -DRAINAGE EASEMENT
it p t� O O O
r n n ... C° �, 11037 S.F. o _- z o o r� o R
u ., � I .. ° N ° N o N D.S.E. -DRAINAGE SWALE EASEMENT
m e m 0 8241 S.F. o 7665 S.F. o � 7663 S.F. o
m 474 c„ I �n / - ARC LENGTH
N� O _ co z o 0 o L LE
U, , -Z _
IVERLAND PARCEL E - W - 7901 S.F.
-� 10 U.E. z z L.A.E. LIMITED ACCESS EASEMENT
R 20, � -. - N - � I� LANDSCAPE
I Q L L.E.EL NDSC E
N _ ` W
PLAT ONE R=25.00' cr L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
L.M.E. _ ° , - " I . �
L.M.E. - LAKE MAINTENANCE EASEMENT
(P.B. 138 PG. 1) e " �-89 03 38 w
o
N 89 16 50 E / I ,
N.R. -NOT RADIAL
124.00 /N� N.R.T.R. - NOT RADIAL TO REAR
2-U.E.-R.A �- -- - - - - --
i j � N.T.S. -NOT TO SCALE
Q 57.10 _ 1 /62.20 62.20 62.20
=0°50'45„ 3 - O.R.B. -OFFICIAL RECORD BOOK
L=42.09'=0°50'45" � N 89°52'25" W 502.48' O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
473 L=43.92' / a M in P.B. PLAT BOOK
N 1056731.179 O DREAM FALLS DRIVE TRACT A N
E 827262.448 _ 8402 S.F. \ �� N 89°52'25"-W,552.07' P.C.P. -PERMANENT CONTROL POINT
P.C.Z PGS. - PAGES
" „ �, ti lb, L7\ P.O.B. - POINT OF BEGINNING
TRACT L26 r r` in
N P.O.C. -POINT OF COMMENCEMENT
N . , " -} N N 89°52'25" W 502.0T
/- P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
:t
�±N 89 52 25 W W - - - - - - - / - \ - P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
124.00' W 62.90'-62.20' 62.20'� 62.20'
- - � R -RADIUS
w T cn - Q R/W - RIGHT-OF-WAY
p 10 U.E.
S.F. - SQUARE FEET
o » _ ! . R=25.00' / w
N 00 07 35 E o 472 0 0 0 A=90°00'o0" w S.T. -SURVEY TIE
O o o >; _ b U.E. - UTILITY EASEMENT
/1 co i co w w Q L-39.27 N
54.00 co w % RAD -RADIAL LINE
8258 S.F. I ( / w W .. -
- w w � � U.E.-R.A. .UTILITY EASEMENT -RESTRICTED AREA
~ w w, w w Z
P.C. - POINT OF CURVATURE
in �n o
Q �n.. Lo . t, . _ F- P.T. - POINT OF TANGENCY
I� fn to ,O - Pn o In O M O
N 89 52 25 W O o 0 470 ti � ti r` Ld P.R.C. POINT OF REVERSE CURVATURE
o ° I^ I O o o� 469 0� 468 O� 467 o a� w
o o ° N` O e N e N O e n, = 2 P.N.R.I. POINT OF NON RADIAL INTERSECTION
P.O.B. 20 124.00 0 o w 11205 S.F. o \ o 0 o V (n P.R.I. -POINT OF RADIAL INTERSECTION
uj O 8024 S.F. o 8024 S.F. o� 8024 S.F. o
z z w
THE MOST SOUTHERLY, L.M.E. I rn I z z z ` z I'- P.C.C. -POINT OF COMPOUND CURVATURE
SOUTHEAST CORNER OF
ti -- -10' U.E. W
. o Q (n N 780000.00
TRACT "L26" �n - STATE PLANE COORDINATE VALUE
co 471I o ( E 930000.00
O o
P.B. 138, PG. 1 25 I 25
N ONI
7769 S.F. � z
- I I I ,
w
2 U.E.-R.A.
0
124.00 5.00 25.00 62.20 62.20 62.20 2 87.90
o �
N 89 52 25 1R 725.05
N 1056577.182
THIS INSTRUMENT E T WAS PREPARED BY
E 827262.108
C PERRY C. WHITE P.S.M. 4213 E ,
LIMITS
STATE FFLORIDA
A 0 F
OF PLAT
SAND & HILLS SURVEYING, INC.
6675 E. CALUMET CIRCLE
33 LAKE WORTH, FLORIDA67 LB-7741 4
UNPLATTED
UNPLATTED
SECTION 19
SECTION 19, 37 SOUTH TOWNSHIP 37 SOUTH
RANGE 39 EAST RANGE 39 EAST
SHEET 2
i l
SHEET 6 - -
/
SHEET 3
NOTES
S1-EET 5 /
SHEET 4
/ ,
=
COORDINATES SHOWN ARE GRID COORDINATES DATUM Na D 83 (1990 ADJUSTMENT
ZONE = FLORIDA EAST ZONE
LIE UNIT U.S.
LINEAR N SURVEY FEET
COORDINATE SYSTEM = 19£33 STATE PLA
NE TRANSVERSE MERCATOR PROJECTION
ND (UNLESS OTHERWISE NOTED)
ALL DISTANCES ARE GROUND N.T:S.
SCALE FACTOR CTOR = 0.99998023
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
PsLusD PROJECT #5269E SH0248 P25-139 SHEET 5 OF 6
PLAT BK 143 PG 6
Aj I ANDI�
.. P
.+
'fir u Iff
d
E'll Xx Of
Y =5 A c WE" I E I
A PARCEL
OF LAND LYING IN SECTION 19 TOWNSHIP 37 SOUTH
RANGE 39 EA
ST, CITY OF PORT ST. LUCIE ST. LUCIE COUNTY FLORIDA
SHEET 6 OF 6
TRACT M L26
LIMITS
0 8 20 40 80 120
OF PLA
R=300T
_
_ .00
=
d 53 2139
RIVERLAND PARCEL E - _ y ���� �► SCALE: 1" = 40'
L=279.40 �`
//••11
N N`'
PLAT ONE ule
z
(P.B. 138, PG. 1) N
o- 2
� ; O �
•F Cn
0 9649 S.F.LEGEND:
,ti ti
,
Cho
4� ® SE PERMANENT T P RMA NT MONUMENT rl 5/8,r IRON ROAD 18"
IN LENGTH WITH 1.5"
CAP
V O- STAMPED PRM L.B. #7741
0
'L, ,
� ❑ -FOUND PERMANENT REFERENCE MONUMENT
e'b 66 n n „
0/
� � 2 5/8 IRON ROD 18 IN LENGTH WITH 1.5 CAP
5
484 � ..
o �
O �
N 1057410259 D �,
STAMPED PRM L.B. #7741
/ 9649 S.F. • SET PERMANENT T
E 827388.127 / `� N 77 10 40 E E P EN CONTROL POINT
= ' e`� A NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
R 2000.00 � p .�o -� ,77.99
O » P.R.C. N O o 0 2 O FOUND PERMANENT CONTROL POINT
e .0 •`L, h +� ,.
1 4123 3 �S , � .'� D, G� NAIL WITH 1.25 DISK STAMPED PCP L.B. #7741
= s 0 2 p g DELTA ANGLE
L 58.98 � /,
0 AC. ACRES
Q� •� e1 O
1 • . B.E. BUFFER EASEMENT
3 h h _
g6 . 9 CB CHORD BEARING
N 1057357.411 4. ° , Q�
s . 483 �
2 S, /
2 . � CH CHORD DISTANCE
8 O <� 6 S �
E 27361.949 S 2Th V eh
9. -
7945 S.F. 3 2 CENTERLINE
a
/ A. N _
P.C. 2 , r, D.B. DEED BOOK
N r
Q
S N,
cs D.E.DRAINAGE n n N 0 E I E
°
4 R TRACT L26 � 2 .� .a cs?
o / ,
0 g8, o D.S.E. .DRAINAGE SWALE EASEMENT
2 , cD
� 0 1 h / Q'
1 g h 2 \ti
p. � 3 g � - - L ARC LENGTH
N 27 1146 E o . w
6 0,
SI h
L.A.E. -LIMITED ACCESS EASEMENT
� 0 501
h � ,
O
L.E. AN 98.13 � / L E LANDSCAPE EASEMENT
Q�
Q'
�
/
- AK MAINTENANCEACCESS EASEMENT
NT482 13634 S.F. L.M.A.E. M.A.E. _LAKE MAINTENANCE EASEMENTIp. L.M.E. U
N.R. NOT RADIAL
2
7713 S.F.
I L
o F u'
l
e
<•M `�S s' w N.R.T.R. NOT RADIAL TO REAR
F N o. ^ N.T.S. - NOT TO SCALE
g- o / N r ��, Z
6 , N. O.R.B. -OFFICIAL RECORD BOOK
N 1057270.132
O.E. MAINTENANCE & ROOF OVERHANG EASEMENT
E 827317.101
/.. w
- � / a [c/�, g yy P.B. -PLAT BOOK
R=2000.00 P T. °� 0 _ _ P.C.P. PERMANENT CONTROL POINT
d. / ^� b (�
o � » 0 481 �� `v o� � F V c�
PGS. - PAGES
A 1 4018 <� �g. 0 �, /
1g 2g.,�°� 4, / �"� lv P.O.B. -POINT OF BEGINNING
502 -s , w
2 7713 S.F. /� b w b` O �� �9 Q P.O.C. -POINT OF COMMENCEMENT
L 58.35 /;�- �, -soh R=101.00' n
,�� ti 7715 S.F. gS. _ ° n P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
<v / 49 58 54
4, / N L=88.11' P.S.M. -PROFESSIONAL SURVEYOR AND MAPPER
N 1057218.632 1° 8, �, ,` �cD i / 6 ,
' Lc �S' 12 gh R, ti :� - `' g , � R -RADIUS
E 827289.681 g Slh g hr /co 0 8 -
- g l . OS• ? ° /�L 1 ugh � 20. R/W -RIGHT-OF-WAY
RIVERLAND PARCEL E 3 / . �; / �g w <. S.F. SQUARE FEET
P.R.C. 00'� Q
/ ? S.T. - SURVEY TIE
PLAT ONE
3 . U.E. - UTILITY EASEMENT
2168.
<c 2 O �
(P.B. 138, PG. 1) S6h �F RAD - RADIAL LINE
7941 S.F.R. 503
• q. O U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
7713 S.F. P.C. - POINT OF CURVATURE
N M .
6ge P.T. - POINT OF TANGENCY
N
gOS h ��1° °` U 62° o +� P.R.C. POINT OF REVERSE CURVATURE
a 12 2 / S�, /h F� g8,/ ca
h , 00. ? 8 / q 12 4 �; P.N.R.I. POINT OF NON RADIAL INTERSECTION
3? / 40 . %v cD _
tD � 0 P.R.I. POINT OF RADIAL INTERSECTION
N V /b` ^
° � ti P.C.C. POINT OF COMPOUND CURVATURE
' ^°� �'
R 350.00 ,� a 3e N 780000.00
n / 2 -STATE PLANE COORDINATE VALUE
479 / �,10s 4 h 504
o » 3 E 930000.00
- a O. O
36 08 37 .. �°� �,g,.
9271 S.F. .
L_ V, A, 9522 S.F. ti
= cD o
220.79 N �- „• M•
co* ft
rn
Z 4-3o a_, o �• _
n -� <v � 9 'y ► Pn
1. F
i C 8 L
l NR.1 Cz Ogh
27 4 n . �, N , e� 33.
3 4 / N 1 69
W v N u . 11 h� H-
1 , r 12
25 00 d' cv w 13 b(r R 100.00 W
V- t / , o ,r
d• I� / 4 0 = � W
e - m '� 27 00 52
N ,
20 h L 47.15
to 11 N
THIS INSTRUMENT WAS PREPARED BY
L.M.E. - m N Cam/ \ �"" W
(D ti
r� ° m
N � a _ ° W PERRY C. WHITE P.S.M. 4213
_ m cn � �
478 42 �i
e o coo n
O
vm v o �o d lu L=13 , » »
LIMITS -, ° � .46 .� STATE OF FLORIDA
�I o
TRACT L25
9271 S.F. v �, o z a
„ „ u � 0 505
TRACT L26 SAND & HILLS SURVEYING, INC.
u � li o O E �
OF PLAT a o
�� � N I WATER MANAGEMENT TRACT
m
N i1) _
6675 E. CALUMET CIRCLE
a N 11657 S.F. o
�u
ti 3.24 AC.
LAK
E E WORTH FLORIDA 33467 LB 7741
ac u o _ r
E in
850452611 rr
N= e ,
0 20 58 00
, „ _ ,
25.00 _ ° _ (N.R.) �
1 - 2122 L 18.45
� 1 �n
N 1057005.334 , , 25 ° n
e ,� .32 25 N 89 52 25 W
L1=3 0159 L 5 w
E 827249.008 p
3 r 134.88 :
L= 18.5 I
I
CJi e _ , 117
coo R=30 0.00
477 o o "
- � P.R.C. -.I .-.
- O _ _ s e
R 1000.00 =2 3617 � 0 5 43 31 L 299.77 �
N --� = e n 506 0
o r » =45.46 7931 S.F. - o CB N 02 44 10 W o
0 2 54 01 =
CH=299.65 Ci Z
'
8219 S.F. cD
L-50.62 5°31'15" E A=1°10'56" 20'
N8
I I 24.0 1 R-2975.00 = L62.42 (N.R.) L.M.E.
1
L1=5 43 31 N 89 52 25 W I
LINE _ .
MATCH L 297.27 129.61'
SHEET 2
( E SHEET 5)
SE R=3025.00 MATCH LINE
/ N,
A=4e4709 (SEE SHEET 5)
L=252.68' SHEET 6
SHEET 3
SHEET 5
NOTES: SHEET 4 ol
COORDINATES SHOWN ARE GRID COORDINATES DATUM - NAD 83 (1990 ADJUSTMENT)
ZONE = FLORIDA EAST ZONE
LINEAR UNIT = U.S. SURVEY FEET
COORDINATE SYSTEM = 1933 STATE PLANE TRANSVERSE MERCATOR PROJECTION ZKF
ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED)
N.T.S.
SCALE FACTOR = 0.99998023
PLAT BEARING = GRID BEARING
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE PSLUSD PROJECT #5269E -
SH0248 P25 139 SHEET 6 OF 6