HomeMy WebLinkAbout136 3-7 Discovery Way at Riverland Parcel C Phase 2CFN # 5538574 PLAT BOOK 136 PAGE 3, Recorded 10/10/2025 04:10:31 PM SAINT
LUCIE COUNTY Deputy Clerk NOBLEAft
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A PARCEL OF LAND LYING IN SECTIONS 17 AND 18 TOWNSHIP 37 SOUTH RANGE 39 EAST, ALSO BEING A PORTION OF THE E/W ##1
RIGHT-OF-WAY AS RECORDED IN OFFICIAL RECORDS BOO 40 GE 480 PUBLIC RECORDS OF ST, LUCIE COUNTY MSTR 5538574
, � 77 � P A � , P BK 136 Pages 3 - 7
RECORDED 10/10/2025 04:10:31 PMf1
SAINT LUCIE COUNTY
ALL LYING IN THE CITY OF PORT ST, LUCIE, ST. LUCIE COUNTY, FLORIDA
DEPUTY CLERK NOBLES
SHEET 1 OF 5
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GAL DESCRIP110N ,
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A PARCEL OF LAND LYING IN SECTIONS 17 AND 18, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ALSO
„
BEING A' PORTION OF THE E/W #1 RIGHT-OF-WAY/AS ORD RECORDED ,ED IN OFFICIAL RECORDS BOOK
4077, PAGE 480, PUBLIC RECORDS OF ST. LUCIE/COUNTY, ALL LYING IN THE CITY OF PORT ST.
LUCIE, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
C
R N ARC L C AS RECORDED FDISCOVERY WAY AT RNE LA D P E W T ORNER 0 BEGINNING THE SOUTH ES CACCEPTANCE OF DEDICATION
,
N T BOOK 94 PAGE 32 PUBLIC RECORDS OF ST. LUCIE COUNTY�FLORIDA• THENCE ALONG t
PLAT B STATE OF FLORIDA I• -- K -- ---- — — - - ------------ A DULY LICENSED ATTORNEY IN
THE SOUTH LINE OF E/W J1 RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, COUNTY OF ST. LUCIE THESTATE OF FLORID , DO HEREBY ERTTY THAT, AS OF THE _�__ DAY OF
PAGE 1480, SAID PUBLIC RECORDS FOR THE FOLLOWING SEVEN (7) DESCRIBED COURSES, NORTH 1
--- �'�-�---- 2025:
. w ' CITY OF PORT ST U
89 50 39 WEST A DISTANCE OF 218.13 FEET TO A POINT OF CURVATURE WITH A CURVE L CIE HEREBY.
CONCAVE T0 SOUTH HAVING A RADIUS OF 2,000.00 FEET AND A CENTRAL ANGLE OF 14!34,'19" THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF
1) ACCEPTS THE DEDICATIONS AND/OR THEIR OBLIGATIONS AS STATED HEREON OF THE CITY OF TO
ST. LUCIE, A MJNICIPAL CORPORATION OF THE STATE OF
THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 508.66 FEET `TO A POINT OF CERTffICATE OF SURVEYOR AND MAPPER
DISCOVERY WAY AS -SET -FORTH WITHIN THIS PLAT AND SPECIFICALLY DEDICATED FLORIDA, THE ENTITY EXECUTING THE DEDICATION.
REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF `2,150.00 TO CITY OF PORT ST LUCIE
. w, � THERE ARE NO MORTGAGES OF RECORD, ETICUMBERING THE LAND DESCRIBED HEREON. THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT
FEET AND A CENTRAL ANGLE OF 14 34 19 . THENCE WESTERLY ALONG THE ARC OF`SAID CURVE, A
w ` � \ PURSUANT TO FLORIDA STATUTE 197,192 ALL TAXES HAVE BEEN PAID THROUGH THE REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND
DISTANCE OF 546.81 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 50,39 WEST, A 2) CONSENTS TO THE PLATTING OF THE LANCE HEREIN. SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE
YEAR 2024.
DISTANCE .OF 148.06 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTH, < �/ AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HAVE BEEN SET AND
� � ` / ALL ASSESSMENTS AND OTHER ITEMS HELD AGAINST SAID LAND HAVE BEEN SATISFIED. ,
HAVING A RADIUS OF 2,150.00 FEET AND A CENTRAL ANGLE OF 14'34'19"; THENCE WESTERLY DATED THIS>__ _DAY OF_, 2025. THAT PERMANENT CONTROL POINTS (P.C.P. S) WILL BE SET UNDER THE GUARANTEES
ID CURVE A DISTANCE OF 546.81 FEET TO A POINT 0\REVERSE THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT PROHIBIT POSTED WITH THE CITY COUNCIL OF PORT ST. LUCIE FOR THE REQUIRED IMPROVEMENTS,
ALONG THE ARC OF SAID / � THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF
CURVATURE WITH A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2,000.00 FEET AND A �
G CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE
CENTRAL � ANGLE OF 14 34 19 , THENCE WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE _ -_�-___-_� _______.-- /� F ^ J
• M DATED THIS —DAY OF ____5�-------• 2025. SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE
OF 508.66 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 50 39 WEST, A DISTANCE OF )Gn1 M�kG\�r- CODE, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO
862.54 FEET; THENCE NORTH 00'09'21" EAST A DISTANCE OF 150.00 FEET; THENCE ALONG THE /
_ SECTION 472.027, FLORIDA STATUTES, A D ORDINANCES OF THE CITY OF PORT ST.
NORTH LINE OF E/W #1 RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, PAGE S. -- - -- ----- WITNESS: ___ ____ _
BY: �------------ ----------�---- LUCIE, FLORIDA, THIS 1-5-__ DAY OF __ v� � 2025.
fk
1480, SAID PUBLIC RECORDS FOR THE FOLLOWING SEVEN (7) DESCRIBED COURSES, SOUTH PRINT NAME E�la� PRINT AMEN 'LL
" U CONCAVE �JL -- PR N A�•�- - Ir
89 50 39 EAST, A DISTANCE OF 862.54 FEET TO A POINT OF CURVATURE WITH A CURVE VE PRINT NAME.
r `
TO THE I, SOUTH, HAVING A RADIUS OF 2,150.00 FEET AND A CENTRAL ANGLE OF 1414'19"; ATTORNEY AT LAWACKNOWLEDGMENT
THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 546.81 FEET TO A POINT OF x FLORIDA BAR __--_- E Y HIje
REVERSE CURVATURE WITH A CURVE CONCAVE TO NORTH HAVING A RADIUS OF 2,000.00 FEET STATE OF FLORIDA PROF SIO L SURVEYOR do MAPPER
. w FOR THE FIRM OF GREENBERG TRAURIG, P.A.
OF 14 34 9 • THENCE EASTERLY ALONG THE ARC OF SAID CURVE A COUNTY OF ST. LUCIE F IDA REGISTRATION NO.4213
AND A CENTRAL ANGLE 1 ,
DISTANCE OF 508.66 FEET TO A POINT OF TANGENCY• THENCE SOUTH 89'50'39" EAST, A ,
SAND do HILLS SURVEYING, INC.
THE FOREGOING ACCEPTANCE OF DEDICATION WAS ACKNOWLEDGED BEFORE ME, BY 8461 LAKE WORTH ROAD, SUITE 410
DISTANCE OF 148.06 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTH,
w MEANS OF (�-PHYSICAL PRESENCE OR OONLINE NOTARIZATION, THIS __IQ _____ LAKE WORTH, FLORIDA 33467
HAVING A RADIUS OF 2,000.00 FEET AND A CENTRAL ANGLE OF 14• 34 19 ; THENCE EASTERLY DAY OF ---- 2025 BY�JESUS MEREJO AND'HE ACKNOWLEDGED TO APPROVAL OF CITY OF PORT ST. LUCIE
SAID CURVE A DISTANCE OF 508.66 FEET TO A POINT OF REVERSE �' STATE OF FLORIDA
ALONG THE ARC OF S AND BEFORE ME THAT HE EXECUTED SAID INSTRUMENT AS CITY MANAGER OF SAID
CURVATURE WITH A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 2,150.00 FEET AND A CITY OF PORT ST. LUCIE. COUNTY OF ST. LUCIE
CENTRAL' ANGLE OF 14 34 19 , THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE
HE IS (e.YPERSONALLY KNOWN TO ME, OR O HAS PRODUCED ------------------ `
OF 546.81 FEET TO A POINT OF TANGENCY; THENCE SOUTH 89'50'39" EAST, A DISTANCE OF AS IDENTIFICATION AND DID TAKE AN OATH. IT IS HEREBY CERTIFIED THAT THIS PLAT OF DISCOVERY WAY AT RIVERLAND PARCEL
218.13 FEET; THENCE SOUTH 00'09'21" WEST ALONG THE WEST LINE OF SAID DISCOVERY WAY AT C PHASE 2, HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY OF PORT ST. SURVEYOR'S NOTES:
LUCIE AND ALL DEDICATIONS TO THE CITY OF PORT ST. LUCIE HEREIN ARE ACCEPTED 1) BEARINGS R D AT PANE RID FLORIDA AST
RNERLAND PARCEL C , A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. � G SHOWN HEREON ARE BASE ON THE STATE L G L E
THIS _____�_____ DAY OF __-_�____ 2025. ZONE, NAD 83 1990 ADJUSTMENT WEST LINE LINE OF DISCOVERY WAY AT RIVERLAND
PARCEL C, AS RECORDED IN PLAT BOOK 94 PAGE 32 PUBLIC RECORDS OF ST. LUCIE
_ , ✓. _ _ COUNTY, FLORIDA, HAVING A BEARING OF SOUTH 00°09'21" WEST, WITH ALL BEARINGS
CONTAINING 11.500 ACRES, MORE OR LESS. NOTARY PURL _____________________
4. .. C Y OF PORT ST. LUCIE ATTEST.
SHOWN HEREON BEING RELATIVE THERETO.
PRINT NAME:
. - ------=-------- ---------------- ---- 2) NOTICE: THIS PLAT AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION
0 0 RSHIP do DEDICATION JES S MEREJO, CITY MAN SALLY WALSH, CITY CLERK
CERTIFICATION F WNE // COMMISSION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
MY COMMISSION EXPIRES: ��SP_ ,I 'I SUPPLANTED IN THE AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE
STATE OF FLORIDA � NUMBER. --�� �_ �___
{ COUNTY OF ST. LUCIE PLAT.
I
3) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT
THE CITY OF PORT ST. LUCIE, A MUNICIPAL CORPORATION OF THE STATE OF FLORIDA, OWNER CLERKS RECORDM THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
OF THE 'LAND DESCRIBED AND PLATTED HEREIN AS DISCOVERY WAY AT RIVERLAND PARCEL C
PHASE 2, BEING IN ST. LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE STATE OF FLORIDA
.SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOWS.
COUNTY OF ST. LUCIE/ 4) ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.
I,MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE, FLORIDA, DO HEREBY
5) THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA
DISCOVERY WAY, SHOWN ON THIS PLAT, IS DEDICATED TO THE CITY OF PORT ST, LUCIE, A STATUTES BY A PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY OR UNDER
CERTIFY THAT/THIS PLAT HAS BEEN EXAMINED, AND THAT IT COMPLIES IN-F_ORM WITH
MUNICIPAL CORPORATION OF THE STATE OF FLORIDA, FOR THE BENEFIT OF THE PUBLIC. ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO -MAPS AND PLATS CONTRACT WITH THE CITY OF PORT ST. LUCIE.
AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK ��--------
6. •COORDINATESHO R COORDINATES DATUM - NAD 83 (1990
PAGES a - ____ OF PUBLIC RECORDS OF ST. LUCIE COUNTY,,FLORIDA-THIS SHOWN ARE GRID
J
O�"`/ CkOr / ADJUSTMENT).
T LUCIE HAS CAUSED THESE ----------.,DAY 0,----------------• 2025. IN WITNESS WHEREOF, THE ABOVE NAMED. CITY OF PORT ST L C • .ZONE = FLORIDA EAST ZONE
Y IT CITY MANAGER THIS DAY OF 2025.
PRESENTS TO BE SIGNED B S _ .�Cl'�, LINEAR UNIT = U.S. SURVEY FEET
COORDINATE SYSTEM = 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION
• .. Via.....
- • ALL DISTANCES ARE GROUND (UNLESS OTHERWISE NOTED).
MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT " ynm • SCALE OR = 0 9998023
;.x E FACT .9
\ '} _
� DATE. ST. LUCIE COUNTY, FLORIDA ; � PLAT BEARING GRID BEARING
BY:
.. , GROUND DISTANCE X SCALE FACTOR GRID DISTANCE
dESHSAN.46E2
ALL MEASUREMENTS ASSOCIATED WITH THE BOUNDARY SURVEY THAT SUPPORTS
�r M f a THIS PLAT ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD SURVEY
FEET. THE STATE PLANE COORDINATES DEPICTED ON THIS PLAT WERE OBTAINED
� USING REAL TIME KINEMATIC (RTK) GPS METHODS WITH AN EXPECTED ACCURACY
WITNESS I WITNESS. �_L_ L- I OF +/ 0. 5 . REDUNDANT MEASUREMENTS WERE INCORPORATED UTILIZING THE
� � ' \R..1C1�25 � 0 R D UR
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FLORIDA PERMANENT
REFERENCE NETWORK (FPRN), THE NATIONAL GEODETIC SURVEY (NGS)
PRINT NAME: PRINT NAME: PCs'�i/� CONTINUOUSLY OPERATING RSTATIONS (C RS) 0 PROVIDE RTK
SAr�(=T-
_(�$i� ! , C N INUOUSLY 0 ERATI G REFERENCE 0 T
NETWORK STATIONS.
•
STATEOFFLORIDA
PLANNING do ZONING PROJECT NUMBER: P25-XXX
COUNTY OF ST. LUCIE
HIP WAS ACKNOWLEDGED BEFORE ME BY MEANS OF (W
THE FOREGOING CERTIFICATE OF OWNERS
PHYSICAL PRESENCE OR O ONLINE NOTARIZATION, THIS---J-0---- DAY OF -1W_-QWL_
,g F
2025 BY JESUS MEREJO, AND HE ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SAID C
INSTRUMENT AS CITY MANAGER OF SAID CITY OF PORT ST. LUCIE.
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HE IS ( `/PERSONALLY KNOWN TO ME OR O HAS PRODUCED ------------------ AS
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IDENTIFICATION AND DID TAKE AN OATH.
TRADITIONS GATLIN
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RIVERLAND
RRIVERLAND SW DISCOVERY
COMMISSION _ � - . �O o
MY COMMISSION EXPIRES.A NUMBER: -- --- PARCEL C PARCEL A
-� �� -- .-� WAY �
RIVERLAND s' a
RIVERLAND RIV LAND I— �,
PARCEL E DISCOVERY,,WAY
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11
THIS INSTRUMENT PREPARED BY
PERRY C. WHITE, P.S.M. 42139
CLERK OF �..•-GITYQFj{,. N
STATE OF FLORIDA :. SURVEYOR m
CIRCUIT COURT PORT ST. LUCIE . z K Y•MAP
SAND & HILLS SURVEYING, INC. C-23 CANAL
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8461 LAKE WORTH ROAD SUITE 410
LAKE WORTH, FLORIDA 33467 LB-7741 t.. LOCATION MAP i
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A PARCEL OF LAND LYING IN SECTIONS 17 AND 18, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ALSO BEING A PORTION OF THE E/W # 1
RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, PAGE 480, PUBLIC RECORDS OF ST. LUCIE COUNTY,
I
ALL LYING IN THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
SHEET 2 OF 5
I
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0 8 20 40 80 120
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SCALE. 1 - 40
I�
UNPLATTED
I UNPLATTED p
SECTION 18,
TOWNSHIP 37 SOUTH, SECTION 18,
TOWNSHIP 37 SOUTH
RANGE 39 EAST. ,
RANGE 39 EAST ,.__,LEGEND:
- SET PERMANENT REFERENCE MONUMENT
I n
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
LIMITS
❑ - FOUND PERMANENT REFERENCE MONUMENT
OF PLAT
i 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
- STAMPED PRM L.B. #7741,
N 1062059.340 / • - SET PERMANENT CONTROL POINT
E 827909.376 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
o » N 1062056.994
S 89 50 39 E 862.54 P.C. O - FOUND PERMANENT CONTROL POINT
E 828771.891 NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
0 - DELTA ANGLE
NORTH LINE OF R/W AC. - ACRES
(O.R.B. 4077, PG. 1480) B.E. - BUFFER EASEMENT
CB CHORD BEARING
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o I `, p o CH _ CHORD DISTAN CE
DISCO V ERY WAY -
it) CL -CENTERLINE
LIMITS ti (150' PUBLIC R/W) D.B. - DEED BOOK
,' I W D.E. - DRAINAGE EASEMENT
OF PLAT _ E/W #1� � Z � j D.S.E. -DRAINAGE SWALE EASEMENT
E�W # (O.R.B. 4077, PG. 1480) 1-1 L - ARC LENGTH '
(O.R.B. 4077, PG. 1480) . "� 4' J �-
� N 89 50 39i W 862.54 W L.A.E. -LIMITED ACCESS EASEMENT
--� L.E. - LANDSCAPE EASEMENT
(150 PUBLIC R/W) - — — - — — — — -- — — — — — _
L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
V to L.M.E. - LAKE MAINTENANCE EASEMENT
I W
N.R. - NOT RADIAL
N 0Oo2 09 1» E Q � N.R.T.R. - NOT RADIAL TO REAR
o 0 0
0
50.00 0 0 (� N.T.S. -NOT TO SCALE
,n O.R.B. - OFFICIAL RECORD BOOK
ti ►� ti
O.E. - MAINTENANCE &ROOF OVERHANG EASEMENT
I
P.B. - PLAT BOOK
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SOUTH LINE OF R/W P.C.P.
PERMANENT CONTROL POINT
� » � (O.R.B. 4077, PG. 1480) PGS. PAGES
E
N 89050' 39 W 862.54 P.O.B. -POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
N 1061909.344
N 1061906.998 P.T. P.S.L.U.E. PORT ST. LUCIE UTILITY EASEMENT
E 827908.968
E 828771.483
P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
R -RADIUS
R/W RIGHT-OF-WAY
S.F. SQUARE E UAR FEET
LIMITS
S.T. SURVEY TIE
i
OF f- p LAT U.E. - UTILITY EASEMENT
RAD -RADIAL LINE
U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
P.C. - POINT OF CURVATURE
P.T. - POINT OF TANGENCY
P.R.C. - POINT OF REVERSE CURVATURE
UNPLATTED PARCEL
P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
P.R.I. - POINT OF RADIAL INTERSECTION
(O.R.B. '2860, PG. 2678) P.C.C. - POINT OF COMPOUND CURVATURE
N=780000.00
- STATE PLANE COORDINATE VALUE
150' R/W E-_ 930000.00
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'UNPLATTED THIS INSTRUMENT WAS PREPARED BY
N/S ASECTION 18, PERRY C. WHITE, P.S.M.PS, M4213 STATE OF FLORIDA
UNPLATTED (O.R.B. 3902, PG. 484)
SECTION 18,
(150 PUBLIC R/W)
TOWNSHIP 37 SOUTH, SAND & HILLS SURVEYING, INC.
TOWNSHIP 37 SOUTH,
RANGE 39 EAST----_,8461 LAKE WORTH ROAD, SUITE 410
�-`
LAKE WORTH, FLORIDA 33467
RANGE 39 EAST
LB-7741
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UNPLATTED
SECTION 18
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TOWNSHIP 37 SOUTH , I ,
RANGE 39 EAST
I
SHEET 2 SHEET 3 SHEET 5
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SHEET,4
DISCOVERY WAY
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� N.T.S.
SLUSD PROJECT #5269-1
�SH0248 P25-008 SHEET 2 OF 5
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PLAT BK 136 PG 5
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A PARCEL OF LAND LYING IN SECTIONS 17 AND 18, ,TOWNSHIP 37 SOUTH, RANGE 39 EAST, ALSO BEING A PORTION OF THE E/W #1
RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, PAGE 480, PUBLIC RECORDS OF ST. LUCIE COUNTY,
" ALL LYING IN THE CITY OF PORT ST. LUCIE ST. LUCIE COUNTY, FLORIDA
SHEET
3 OF 5
UNPLATTED
SECTION 18, 0 8 20 40 so 120
TOWNSHIP 37 SOUTH, :.7-7
RANGE 39 EAST
UNPLATTED SCALE. 1 — 40
SECTION 18,
TOWNSHIP 37 SOUTH,LEGEND:
RANGE 39 EAST
® - SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
N 1062056.994
El - FOUND PERMANENT REFERENCE MONUMENT
P.. E 828771.891 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
R=215 ,
STAMPED PRM L.B. #7741 �.00 Q� O '
4 3 4 » • - SET PERMANENT CONTROL POINT
j 9 L _ LIMITS
• _54 � NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
/ / 6' O FOUND PERMANENT CONTROL POINT
OF PLAT I NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
o A - DELTA ANGLE
to AC. - ACRES
r- B.E. - BUFFER EASEMENT
N — 363 N 1061986.CB - CHORD BEARING
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W / R� D.B. - DEED BOOKS
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V I _ 5.0..` 0_ p 14°34' 1 " `� `'O'I 0� D.S.E. DRAINAGE SWALE EASEMENT
W CB=N82°33' �=527- 74' (l50' P ,� - 40 L ARC LENGTH
Q 29 W CH=526.32' �18LlIC R/ 9» L.A.E. - LIMITED ACCESS EASEMENT
(�� Elw1# % W) NORTH LINE OF R/W L 5 08 L.E. -LANDSCAPE EASEMENT
I o R•e 40 (O.R.B. 4077, PG. 1480) • 6
• o �'' 77, P L.M.A.E. - LAKE MAINTENANCE ACCESS EASEMENT
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- N.R. - NOT RADIAL
N.R.T.R. - NOT RADIAL TO REAR
N.T.S. - NOT TO SCALE
M O.R.B. - OFFICIAL RECORD BOOK
o O.E. MAINTENANCE & ROOF OVERHANG EASEMENT
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4 340 '� 9» _S82 33^ 9 _ j -52?, .741 .. P.O.C. - POINT OF COMMENCEMENT
L_5 CH-526.332, ---._ — � P...U.. - PORT T LUCIE UTILITY EASEMENT 08.66� 2 F-1 SL E TS I
P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
W R RADIUS
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(O.R.B. 4077, PG. 1480) I V0 S.F. SQUARE FEET
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N 1061841.295 P.R.C. o LiJ S.T. -SURVEY TIE
LIMIT.? o U.E. - UTILITY EASEMENT
E 829274.492 \ � c ..
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R,
U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA
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4 P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
4 19
L = P.R.I. - POINT OF RADIAL INTERSECTION
6.8 P.C.C. - POINT 0F COMPOUND CURVATURE E
N=780000.00
UNPLATTED PARCEL E=930000.00
- STATE PLANE COORDINATE VALUE
(O.R.B. 2860 PG. 2678)
UNPLATTED
THIS INSTRUMENT WAS PREPARED BY
SECTION 18
PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
TOWNSHIP 37 SOUTH,
SAND &HILLS SURVEYING, INC.
RANGE 39 EAST---,,,
8461 LAKE WORTH ROAD, SUITE 410
UNPLATTED -
LAKE WORTH, FLORIDA 33467
LB-7741
SECTION _ 18,
TOWNSHIP 37 SOUTH,
RANGE 39 EAST
PLAT BK 136 PG 6
v E r
V E 1,
A PARCEL OF LAND LYING IN SECTIONS 17 AND 18, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ALSO BEING A PORTION OF THE E/W #1
RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, PAGE 480, PUBLIC RECORDS OF ST. LUCIE .COUNTY,
� ALL LYING IN THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA �
0 8 20 40 80 120
200 FPL EASEMENT UNPLATTED
UNPLATTED (O.R.B. 746, PG. 484) SECTION 17,
SECTION 18, TOWNSHIP 37 SOUTH, SCALE. 1 40 f
TOWNSHIP 37 SOUTH, �
RANGE 39 EAST
RANGE 39 EAST LEGEND:
® - SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
m - FOUND PERMANENT REFERENCE r,� ,,� ❑ 0 D PE NEN MONUMENT
(� 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
M STAMPED PRM L.B. #7741
ti
• - SET PERMANENT CONTROL POINT
z z NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
00
0 - FOUND PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
V N 1061983.223 0 -DELTA ANGLE
L' w E 830467.046 P.R.C. AC. -ACRES
olo
w B.E. - BUFFER EASEMENT
R_ 2000.00 i B - CHORD A
o J J C C O D BEARING
0 14 3419» t-. ►- CH - CHORD DISTANCE
< w LIMITS CL - CENTERLINE
L=508.66 w 3 D.B. - DEED BOOK
OF PLAT _ g, 66 �
AA t " L_50 D.E. - DRAINAGE EASEMENT
N 1061920.660 N 1061920.257 I °3�T 9 D.S.E. - DRAINAGE SWALE EASEMENT
E 829815.634 E 829963.688 0' 0 -.� `"� L - ARC LENGTH
_2000.0 ,,�
L.A.E. LIMITED ACCESS
P.T. S 89050'39" E P.C. Ln L.E. - LANDSCAPE EASEMENTMENT
L.M.A.E LAKE MAINTENANCE ACCESS EASEMENT
148.06'
L.M.E. -LAKE MAINTENANCE EASEMENT
NORTH LINE OF R/W '� m� N.R. NOT RADIAL
(O.R.B. 4077. PG. 1480) ` �1`' N.R.T.R. - NOT RADIAL TO REAR
N.T.S. NOT TO SCALE
A O.R.B. - OFFICIAL RECORD BOOK
DISCOVERY WAti ` • • O.E.O.- MAINTENANCE & ROOF OVERHANG EASEMENT
P.B. PLAT BOOK
(150PUBLIC R/W) L_527.74--- P.C.P. - PERMANENT CONTROL POINT
._I W E/W # 1 0 ` o _ _._-----
=14°34 19 � � '_
PGS. -PAGES
L-iiR=2075.a _526.32'
' _ (O.R.B. 4077, PG. 1480) — 11 "E CH- P.O.B. - POINT OF BEGINNING
R=2075.00 _ P.O.C. - POINT OF COMMENCEMENT
=14°34' 19" L=527.74' CB_N82 cn
— _ N 89°50'39" W 148.06'---------
Lu CB=S82.33'29 526.32' — — — —� —
o P.S.L.U.E. -PORT ST. LUCIE UTILITY EASEMENT
Q �-► P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
R - RADIUS
o R/W - RIGHT-OF-WAY
o S.F. SQUARE FEET
ti N 1061837.950 S.T. - SURVEY TIE
SOUTH LINE OF R/WE 830504.390 U.E. -UTILITY EASEMENT
(O.R.B. 4077; PG._1480) - RAD - RADIAL LINE
57" U.E.-R.A. UTILITY EASEMENT -RESTRICTED AREA
/ 8' � ACT O P.C. - POINT OF CURVATURE
, � » L-546• ,oE---� � TR
148.06 o q. 9 20 \ P.T. - POINT OF TANGENCY
0.00' - , '� P.N.R.I. - POINT OF NON-RADIAP.R.C. - POINT OF REVERSE L INTERSECTION
VATURE
P.c. o � " P.T.----------_.-..--__R-215 �
N 89 5O 39 W P.R.I. POINT OF RADIAL INTERSECTION
"OS7„ P.C.C. - POINT OF COMPOUND CURVATURE
\\_N 1061770.664 N 1061770261 TRACT
E 829815226 E 829963.280 w � N=780000.00
LIMITS E=930000.00
- STATE PLANE COORDINATE VALUE
� o 1 �
R=2150.00 ;� --
_ o ;. " i � OF PLAT
14 3419 0
a
L=546.81' �-
a
_ UNPLATTED PARCEL i UNPLATTED PARCEL THIS INSTRUMENT WAS PREPARED BY
(O.R.B. 2860, PG. 2678) (O.R.B. 3727, PG. 876) RIVERLAND PARCEL C PERRY C. WHITE, P.S.M. 4213, STATE OF FLORIDA
PLAT TEN REPLAY SAND & HILLS SURVEYING, INC.
(P.B. 95, PG. 1)
8461 LAKE WORTH ROAD, SUITE 410
LAKE WORTH, FLORIDA 33467
LB-7741
UNPLATTED
18 SECTION,
TOWNSHIP 37 SOUTH,
200' FPL EASEMENT
RANGE 39 EAST (O.R.B. 746. PG. 484)
SHEET 2 SHEET 3 SHEET 5
SFEET�4
cn -
DISCOVERY WAY
z
KEY MAP
N.T.S.
i
PSLUSD PROJECT #5269-1
SH0248 P25-008 SHEET 4 OF 5
PLAT BK 136 PG 7
ARR
If E Y y
A PARCEL OF LAND LYING IN SECTIONS 17 AND 18, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ALSO BEING A PORTION OF THE E/W #1
RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 4077, PAGE 480, PUBLIC RECORDS OF- ST. LUCIE COUNTY,
ALL LYING IN THE CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
StC� 11VN I (�,
TOWNSHIP 37 SOUTH,
TOWNSHIP 37 SOUTH, SCALE: 1" = 40'
RANGE 39 EAST RANGE 39 EAST---.,,,
_LEGEND:
® - SET PERMANENT REFERENCE MONUMENT
5/8" IRON ROAD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
/LIMITS [:1- FOUND PERMANENT REFERENCE MONUMENT
OF PLAT 5/8" IRON ROD 18" IN LENGTH WITH 1.5" CAP
STAMPED PRM L.B. #7741
• - SEA" PERMANENT CONTROL POINT
NAIL WITH 1.25" DISK STAMPED PCP L.B. #7741
N 1062050 912 N 1062050 319
E 831008 157 P T S 89°5039» E 218.13' O - FOUND PERMANENT CONTROL POINT
f
9» L=546. 81 E 831226.286 p DNAIL WITH ELTA ANGLE 5" DISK STAMPED PCP L.B. #7741
p_14°34 � u /
A 00 / LIMITS AC. - ACRES
/� BUFFER EASEMENT
5 NORTH LINE OF R/W OF PLAT B.E.0 B -CHORD BEARING
(O.R.B. 4077, PG. 1480)
b _ CH CHORD DISTANCE
o $ (BASIS OF BEARINGS) o }-
�RICY � CENTERLINE
CENT R IN E
N 1061983.223 "°'Q D.B. _ DEED
BOOK
E 830467.046 CISCO�W h150.00f � N D.E. - DRAINAGE AS M ENT
RAW)
rn D.S.E. -DRAINAGE SWALE EASEMENT
P.R.C. (150' P�BL
# 1 � V � L -ARC LENGTH
AEI �N . „ e ►--1 � L.A.E. - LIMITED ACCESS EASEMENT
077, PG• 1480) _ _ — N 89,50 39 W 218.13 _ _ N 89 50 39 W 3866.76 _ .I _ L.E. LANDSCAPE EASEMENT
.� (0 R.B. 4 — �, W �r
o =14 34 19 _ L.M.A.E. -LAKE MAINTENANCE ACCESS EASEMENT.
o _ 5.00 ' 1 L.M.E. - LAKE MAINTENANCE EASEMENT
- R-207�-- "W CH=526.32
_ 2. 52 11 DISCOVERY WAY AT 0 O N.R. -NOT RADIAL
' CB -S6 V to v N.R.T.R. - NOT RADIAL TO REAR
o V) N.T.S. -NOT TO SCALE
RIVERLAND PARCEL C o
O.R.B. - OFFICIAL RECORD BOOK
(P.B. 94, PG. 32) ti O.E. - MAINTENANCE & ROOF OVERHANG EASEMENT
�.� r`
N P.B. - PLAT BOOK
(150 PUBLIC R/W) rn � SOUTH LINE OF R/W P.C.P.. -PERMANENT CONTROL POINT
N n
(O.R.B. 4077, PG. 14801 WEST LINE OF DISCOVERY WAY PGS. -PAGES
AT RIVERLAND PARCEL C
P.O.B. -POINT OF BEGINNING
i
P.O.C. -POINT OF COMMENCEMENT
J►� OR P.C. �� / �� . / P.S.L.U.E. - PORT ST. LUCIE UTILITY EASEMENT
— — — — — — — — - -- - - - N 89 50 39 W 2 1 8. 3 P.S.M. - PROFESSIONAL SURVEYOR AND MAPPER
N 1061900.916 / N 1061900.322
R RADIUS
8� 66 �.•--- E 831007.749 w P.O.B. E 831225.878 R/W - RIGHT-OF-WAY
» =50 _ /
0
f 1.., 20 o.E.
„
9
S F. SQUARE FEET
1 � Q E EE THW ST CORNER R OFDISCOVERY OVERY SOU E 0 E D SC
0-1 34 1 TRACT OS7 o WAY AT RIVERLAND., PARCEL C S.T. SURVEY TIE
0.00 i LIMITS
• _200 OF PLAT (P-B 94, PG /32) TRACT U.E. -UTILITY EASEMENT
R "OS8 RAD - RADIAL LINE
(
N S? U.E.-R.A. - UTILITY EASEMENT -RESTRICTED AREA / P.R.P.C. POINT OF CURVATURE
T A
C. R
P.T. - POINT OF TANGENCY
N 1061837.950 P.R.C. - POINT OF REVERSE CURVATURE
E 830504.390 P.N.R.I. - POINT OF NON -RADIAL INTERSECTION
RIVERLAND
P.R.I. -POINT OF RADIAL INTERSECTION
P.C.C. - POINT OF COMPOUND CURVATURE
PARCEL C —' N=780000.00_ STATE PLANE COORDINATE VALUE
E=930000.00
PLAT EIGHT
.
RIVERLAND PARCEL C (P.689, PG. 1)
PLAT TEN REPLAY
(P.B. 95, PG. 1) RIVERLAND PARCEL C -�
PLAT TEN I REPLAT
(P.B. 95, PG. 1)
THIS INSTRUMENT WAS PREPARED BY
PERRY C. WHITE P.S.M. 4213 STATE OFF ORIDA
> L
SAND & HILLS SURVEYING INC.
84.6.1 LAKE WORTH ROAD, SUITE 410
LAKE WORTH, FLORIDA 33467
LB 7741
SHEET 2: SHEET 3 SPIFFY 5
/I � I SHE �T�4