HomeMy WebLinkAbout124 21-28 Creekside TractsCFN # 5340019 PLAT BOOK 124 PAGE 21, Recorded 05/20/2024 10:42:39 AM SAINT
LUCIE COUNTY Deputy Clerk TREJOA
Y,..
DESCRIPTION
fEEE
HA Cam
' A PARCEL OF LAND LYING WITHIN A PORTiCN OF SECTIONS 26 /' D 27, TCWNSH'P 35 SOUTH, RANGE ..9 EAST, ST. LUCIE CO, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS.
s
I A SUBDIVISION Wl Tl-IlN
," CORNER OF CREEKSIDE FLAT N0.4 AS REGORGED IN PLAT BOOK 85, PAGE 5, OF,THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
E. V"MEi. _ AT THE INQRTHwEST cQ SECTIONS. 26 �' 27 TOWNSHIP 35 SOUTH, RBI NGE 39 EAST,
THENCE i.:N ALONG THE WESTERLY LINES OF TRACT OST-1, OF SAID CREEKSIDE PLAT N0.4 AND THE EAST AND S" '.'TH LINES OF LAID DESCRIBED IN OFFICIAL RECORDS
BOOK 3232 PAGE 1466 OF THE SAID PUBLIC RECORDS OF ST. LUCIE COUNTY FOR THE FOLLOWING TWO (2) CALLS: St,UTH 00' 42' 37" EAST, A DISTANCE OF 384.89 FEE ;
THENCE SOUTH 63'45'12" WEST, A DISTANCE OF 83.89 FEET TO THE POINT OF EEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE RUN ALONG THE WESTERLY AND I S l . LUCIE COUNTY, !� L Old ID/1
` NES OF SAID CREEKSIDE PLAT NO.4 FOR THE FOLLOWING SEVENTEEN (17) CALLS: SOUTH 37' 26'31" EAST, A DISTANCE OF 155.85 FEET; THENCE SOUTH 52'33'29"
SOUTHERLY LINES
.
WEST A DISTANCE OF 42.31 FEET; THENCE SOUTH 37'26 31 EAST, A DISTANCE OF 50.00 FEET; THENCE NORTH 52 33 29 EAST, A C_,,,TANCE OF 25.00 FEET TO A POINT, AID
' ' "
DEDICATION CI4EEKSILE TRACTS
l
ii
r o^ "' ' _3__ - _. - 39 AMf1
0512UNTY 10:42:
(CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 345.00 FEET, A ('ENTRAL ANGLE OF 3429 43 , AND A RADIA L BEARING OF SOUTH 40'27'07" WEST
.POINT BEING ON A � i
'.
_' I
RECORDED
T LUCIE COUNTY
U EASTERLY ALONG THE ARC A DISTANCE OF 207.71 FEET TO THE POINT REVERSE OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RAD,I S bF
THENCE SO TH
STATE OF FLORIDA
SURVEYOR'S
NOTES
-
SAINT
-
» REVERSE CURVATURE OF A CURVE
505.00 FEET, A .CENTRAL ANGLE OF 43 54 54 THENCE SOUTHEASTERLY ALONG THE ARC A DISTANCE OF 387.06 FEET TO THE POINT OF RE R
-,
, : �
« 0
CENTRAL ANGLE OF 191546 THENCE'SOUTH EASTERLY .�_NG THE ARC A DISTANCE OF 99.18 FEET T A
CONCAVE SOUTHWESTERLY HAVING A RADIUSOF 295.00 FEET A CEN ,
CQN E , . n
• ^ 14 20 EAST ADISTANCE CF 3t , 8 FEET TO THE POINT OF CURVATURE OF A CURVE
POINT THENCE SOUTH 37 45 40 EAST, A DISTANCE OF 20.C1 FEET, THENCE SOUTH 34 ,
COUNTY OF ST. LUCIE "-
KNOW ALL MEN BY THESE PRESENTS THAT THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT
i
AST OR THE WEST LINE OF TRACT
1) THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF SOUTH 00 42 37 E F {
DEPUTY CLERKTREJOA
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 38 37 34 . TH ENCE SOUTHEASTE ALONG THE ARC A DISTANCE OF 16.85 FEET TO THE
DISTRICT HAS CAUSED THESE LANDS SHOWN HEREON AS CREEKSIDE TRACTS, TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND
OST-1, CREEKSIDE PLAT N0.4, PLAT BOOK 85, PAGE 5, ST. LUCIE COUNTY, FLORIDA.
NORTHEASTERLY, HAVING A RADIUS OF I90.00 FEET, A CENTRAL ANGLE OF 1450619 , THENCE SOUTn_ASTERL ALONG
POINT OF REVERSE (CURVATURE OF A CURVE CONCAVE N
DOES HEREBY DEDICATE THE LANDS AS FOLLOWS.
THE ARC A DISTANCE OF 481.19 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE
O
2 ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,
)
,
'
a ANGENCY THENCE NORTH 75 07 12 EAST ADISTANCE OF 167.42 FEET
OF 35 5016 THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 15.64 FEET TO .THE POINT OF �
_ RAINAG ...PUBLIC AND PRIVATE
1 TRACT RD 1 SHALL BE ,FOR THE PURPOSE OF PRIVATE ROAD RIGHT OF WAY, PUBLIC AND PRIVATE D E,
CONSTRUCTION, HOWEVER, N4 SUCH CO T
INSTALLATION MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED, HO E .
-
FEET, A CENTRAL ANGLE OF 22 21 20 , THENCE NORTHEASTERLY ALONG
TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 245.00 E
UTILITY PURPOSES AND SHALL BE MAINTAINED BY THE CREEK SIDE COMMUNITY DEVELOPMENT DISTRICT A CHAPTER 1190 COMMUNITY
INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF
nFLORIDAORIDWATER
E ARC A DISTANCE OF 95.59 FEET. TO THE POINT OF TANGENCY, THENCE SOUTH 82 31 28 EAST, A DISTANCE OF 122.75 FEET TO THE POINT OF CURVATURE OF A CURVE
THE
DEVELOPMENT DISTRICT, AN ,EASEMENT SHALL BE RESERVED FOR ACCESS GRANTED TO SOUTH FL MANAGEMENT DISTRICT
TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A
AN ELECTRIC, E
I
^ Y ALONG THE ARC A DISTANCE OF 151.51 FEET TO THE
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 355.00 FEET, A CENTRAL ANGLE OF 24 2711 ,THENCE NORTHEASTERLY
-
DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS,
CREEKSIDE COMMUNITY DE LOPMENT D T,
PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS
I
T AL ANGLE OF 124'1T08" AND A RADIAL BEARING OF
POINT OF CUSP, POINT BEING ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 190.00 FEE A CENTR
AND ST. LUCIE COUNTY WHICH SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA. SEE NOTE #7
GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION,
,SAID
' " LONG E ARC A DISTANCE OF 412.15 FEET TO A POINT ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF
NORTH 16 55 28 EAST, THENCE NORTHEASTERLY A TH
HEREON.
INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE
I
11
• G OF NORTH 73'27'36" WEST THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 13.74 FEET;
355.00 FEET. A CENTRAL ANGLE OF 0213 03 , AND A RACIAL BEARING ,
CEN
2) TRACT A AS SHOWN HEREON, SHALL HEREBY BE DEDICATED TO THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT,' A CHAPTER 190
FLORIDA PUBLIC SERVICE COMMISSION.
FEET, RAL
THENCE NORTH 1419,24 EAST, A DISTANCE OF 285.37 FEET TO A POINT ON A CURVE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 683.00 A
» "
ANGLE OF 21'15'OS", AND A RADIAL BEARING OF SOUTH 75'40 37 EAST, THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 253.33 FEET, THENCE NORTH 35 34 28
COMMUNITY DEVELOPMENT DISTRICT, FOR RECREATIONAL AMENITIES, BLANKET USE FOR INSTALLATION AND MAINTENANCE OF ALL
3 THIS SUBDIVISION CONTAINS 215.07 ACRES MORE OR LESS.
)
EAST A DISTANCE OF 110.50 FEET; THENCE RUN ALONG THE SOUTH AND EAST RIGHT OF WAY LINE OF YCRKTOWN DRIVE (A VARIABLE WIDTH PRIVATE RIGHT OF WAY) FOR THE
,
44'30'27" WEST, A DISTANCE OF 61.55 FEET TO THE POINT OF CURVATURE
SUBDIVISION SUPPORTING UTILITIES, PRIVATE DRAINAGE.
i
CERTIFICATION OF TITLE
RT C
I
FOLLOWING EIGHT (8) CALLS: NORTH 45'29'33" EAST, A DISTANCE OF 80.00 FEET; THENCE NORTH
_ 3 TRACT B AS SHOWN HEREON SHALL HEREBY BE DEDICATED TO THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190
I
OF A CURVE NORTHEASTERLY HAVING A RADIUS OF 187.50 FEET, A CENTRAL ANGLE OF 25'1T25"; THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 82.76 FEET TO
C) MM NITY DEVELOPMENT DISTRICT FOR RECREATIONAL AMENITIES BLANKET USE FOR INSTALLATION AND MAINTENANCE OF ALL
COMMUNITY
THE POINT OF TANGENCY; THENCE NORTH 07'40'49" WEST, A DISTANCE OF 50.00 FEET; THENCE NORTH 19'13'02" WEST, A DISTANCE OF 208.99 FEET TO THE POINT OF
SUBDIVISION SUPPORTING UTILITIES, PRIVATE DRAINAGE. -;
STATE OF FLORIDA
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, 'A CENTRAL ANGLE OF 51'19'04% THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE
,
COUNTY OF ST. LUCIE
OF 22.39 FEET TO THE PO TNT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 95.00 FEET, A CENTRAL ANGLE OF 11'20'32", THENCE
NORTHEASTERLY ALONG THE ARC A DISTANCE OF 18.81 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00
,
4 TRACTS C-1, C-2, D-1, D-2 AND F SHALL BE OWNED AND MAINTAINED BY CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A
)
CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT FOR FUTURE DEVELOPMENT, BLANKET USE FOR INSTALLATION AND MAINTENANCE OF ALL
� yy
i t AN ATTORNEY AT LAW, FLORIDA B NUMBER Tt>'QZ/� 'DULY LICENSED TO PRACTICE IN THE STATE OF FLORIDA
it
,
„
FEET A CENTRAL AN OF 57'1210, THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 24.96 FEET TO THE POINT OF TANGENCY; THENCE NORTH 77 57 40 EAST, A
SUBDIVISION SUPPORTING UTILITIES AND PRIVATE DRAINAGE.
A IN GOOD STANDING, HEREBY CERTIFY THAT AS OF G'�N HAVE EXAMINED THE RECORD TITLE TO THE LAND DESCRIBED ON
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 17.50 t'EET, A CENTRAL ANGLE OF 15'29'17"; THENCE
DISTANCE OF 10.87 FEET TO THE POINT CF C
THIS PLAT IS VESTED IN CREEKSIDE COMMUNITY DEVELO EN DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT AND ALL
_
C A DISTANCE OF 4.73 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 202.50
NORTHEASTERLY ALONG THE AR D
5 TRACTS E-1, E-2A AND E-2B AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A
)
MORTGAGES, NOT SATISFIED RELEASED OF RECORD OR OTHERWISE TERMINATED BY LAW ENCUMBERING THE LAND DESCRIBED HEREON
M '
' EASTERLY ALONG THE ARC A DISTANCE OF 135.17 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
FEET, A CENTRAL ANGLE OF 3814 39 , THENCE
CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS, FOR FUTURE WATER MANAGEMENT PURPOSES AND
/
ARE AS FOLLOWS:
`
SOUTHEASTERLY, HAVING A RADIUS OF 60.00 FEET, A CENTRAL ANGLE CF 20'0826,THENCE NORTHEASTERLY R HEASTERLY ALONG THE ARC A DISTANCE OF 21.09 FEET TO A POINT; SAID
FOR WATER MANAGEMENT MAINTENANCE PURPOSES AND ARE THE SOLE MAINTENANCE RESPONSIBILITY OF SAID CREEKSIDE DISTRICT.
BEING ON A
POINT BE
4' 8'48" AND A RADIAL BEARING OF NORTH 09'40'28" WEST,
CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS CF 27.,.00 FEET, A CENTRAL ANGLE OF 0 5 ,
-Y '
PURSUANT TO AP R 197.192 ALL TAXES HAVE BEEN PAID THROUGH THE EAR 2023
THENCE EASTERLY
• »
A OF 23.90 FEET; THENCE SOUTH 2O16 43 EAST,'A DISTANCE OF 96.57 FEET, THENCE SOUTH 66 40 25 EAST, A DISTANCE OF
WLONG THE ARC A DISTANCE ,
' THENCE SOUTH 11'18'02" WEST, A
6) TRACTS TMC-1 AND TMC-2 AS SHOWN HEREON AS BEING SUBMERGED LANDS, ARE HEREBY DEDICATED TO THE BOARD OF TRUSTEES
OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA.
DATE: 1 D� -I
312.71 FEET, THENCE SOUTH 61 54 59 EAST, A DISTANCE OF 134.97 FEET, THENCE SOUTH 39'28'40" EAST A DISTANCE OF 194.57 FEET;
"
BY _ '+�'
47. 1 FEET THENCE RUN ALONG THE NORTHERLY LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1,191 PAGE 1841 OF THE SAID PUBLIC RECORDS OF ST.
DISTANCE OF 5 � "
"
" :� , _
7 AN EASEMENT 10 FEET IN WIDTH IS DEDICATED WITHIN THE TRACTS CREATED, -BY THIS PLAT;.THAT ARE ADJACENT TO TRACT RD 1 AND
•
LUCIE COUNTY FOR THE FOLLOWING FIFTY-THREE (53) CALLS: SOUTH 5715 31 WEST, A DISTANCE OF 39.18 FEET; .THENCE SOUTH 37 4713 WEST, A DISTANCE OF 94.37 FEET;j�
• ^
SAID EASEMENT SHALL BE ADJACENT TO TRACT RD-1 AND SHALL BE FOR THE PURPOSE OF PROVIDING PRIVATE DRAINAGE, INSTALLATION
CERTIFICATE
�]' ('� j� j''� j�('�
OF APPROVAL AL OF CLERK OF CIRCUIT COURT
;
•
THENCE SOUTH 15'16'12" WEST, A DISTANCE OF 111.08 FEET; 'THENCE SOUTH 89'26'42" WEST, A DISTANCE OF 76.61 FEET; THENCE SOUTH 69 22 57 WEST, A DISTANCE OF
�
AND MAINTENANCE OF PRIVATE AND PUBLIC UTILITIES.
-
'
„ ,.
70.21 FEET; THENCE SOUTH 58.3412 WEST, A DISTANCE OF 53.43 FEET; THENCE SOUTH 51 52 07 WEST, A DISTANCE OF 77.02 FEET, THENCE SOUTH 38 42 51 WEST, A
'
STATE OF FLORIDA
�
»
• THENCE SOUTH 0219 37 WEST A DISTANCE OF 78.24 FEET, THENCE SOUTH
DISTANCE OF 156.53 FEET, THENCE SOUTH 04 07 04 WEST, A DISTANCE OF 53.23 FEET, THE ,
8) THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON IN NOTES 1, 2, 3, 4, AND 7, ARE HEREBY DEDICATED TO THE CREEKSIDE
COUNTY OF ST. LUCIE
_
•
09 01 50 EAST, A
THENCE SOUTH 22'1218 EAST, A DISTANCE OF 50.22 FEET; THENCE SOUTH 381817 EAST, A DISTANCE OF 28.44 FEET,
DISTANCE OF 130.42 FEET, 111 "
COMMUNITY DEVELOPMENT DISTRICT A CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS, FOR THE
•
THENCE SOUTH 56
• DISTANCE OF
58. FEET 'HENCE SOUTH 79 01 57 EAST A D
�217 EAST ADISTANCE OF 189.29 FEET, THENCE SOUTH 65 24 32 EAST, A DISTANCE OF 11
FACILITIES, AND ARE THE MAINTENANCE RESPONSIBILITY OF SAID
PURPOSE OF INSTALLATION, OPERATION AND MAINTENANCE OF DRAINAGE F
I, MICHELLE R. MILLER, CLERK OF CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, 00 HEREBY CERTIFY THAT THIS PLAT HAS BEEN
., , „
ST ADISTANCE OF 178 12 FEET THENCE NORTH 58 05 45 EAST ADISTANCE OF 143.54 FEET THENCE NORTH 5213 22 EAST, A
BUT NO THE OBLIGATION TO ENTER AND PERFORM EMERGENCY REPAIRS
42.90 FEET; THENCE NORTH 87 51 Ir EA , I CREEKSIDE DISTRICT. ST. LUCIE COUNTY SHALL HAVE THE RIGHT, T ,
OF 94.16 FEET; THENCE NORTH 76'40'24" EAST, A DISTANCE OF 41.641 FEET; THENCE NORTH 87'25'07" EAST, A DISTANCE OF 42.20 FEET; THENCE SOUTH 80'32'09" AND USE OF DRAINAGE EASEMENT CREATED BY THIS PLAT IN SUPPORT OF THE CREEKSIDE COMMUNITY. EXAMINED AND THAT IT COMPLIES, IN FORM, WITH ALL HE REQUIREMENTS OF THE LAWS PERTAINING TO MAPS AND PLATS AND .THAT
DISTANCE „ „
AST ADISTANCE OF 30.54 FEET THENCE SOUTH 51'0019 EAST, A DISTANCE OF 36.06 FEET; THENCE SOUTH 29'10 24 EAST, A DISTANCE OF 102.31 FEET; THENCE SOUTH THIS �L�qT� �HAS FILED FOR RECORD IN PLAT BOOK �'Ir_ PAGES Z.i-'f� OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
DISTANCE OF 70.40 FEET RA HIC +�j �_
E F �9.17 FEET THENCE SOUTH 44'30'32" WEST, A DISTANCE OF 55.82 FEET; THENCE SOUTH 01'25'28" EAST, A 9 THE UTILITY EASEMENTS U.E. , AS SHOWN HEREON IN NOTES 1, 2, 3, 4, AND 7 AND G P ALLY SHOWN ARE HEREBY DEDICATED TO THIS (dG1.
*"bAY OF _ 2024.
0214 35 WEST, A DISTANCE 0 2 ) ( )
' 300.76 FEET THENCE SOUTH 72'56'07" WEST,' A DISTANCE OF 289.86 FEET; THENCE SOUTH 24'44'45" WEST, A DISTANCE OF FLORIDA POWER AND LIGHT COMPANY, BELLSOUTH, AND ALL OTHER PUBLIC UTILITIES, INCLUDING CABLE TELEVISION, FOR .UTILITY PURPOSESC/�'e
THENCE SOUTH 64'44 57 WEST, A DISTANCE OF
• » " ' SOUTH 31'27'25" WEST A AND ARE THE MAINTENANCE RESPONSIBILITY OF EACH UTILITY WITHIN SAID EASEMENTS. SAID EASEMENTS AS SHOWN HEREON ARE ALSO - '
43.86 F T• THENCE SOUTH 47 30 25 WEST, A DISTANCE OF 191.75 FEET, THENCE SOUTH 381217 WEST, A DISTANCE OF 164.70 FEET, THENCE ,
3 FEET, , MICHELL R. MILLER, CLE OF Cr CIRCUIT COURT, ST. LUCIE COUNTY, FLORIDA- «
" THENCE NORTH 00.56'41" WEST A DISTANCE OF 118.74 FEET; THENCE SOUTH DEDICATED IN FAVOR OF ST. LUCIE COUNTY, FLORIDA ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, INSTALLATION AND �" "
DISTANCE OF 182.46 FEET; THENCE SOUTH 72'5313 WEST, A DISTANCE OF 224.14 FEET; TH ,
I , .. ^e 3
• ^ NOT LIMITED TO WATER AND WASTE WATER LINES AND APPURTENANT -1 .
• 5 46 WEST ADISTANCE OF 244.88 FEET MAINTENANCE OF, PUBLIC UTILITIES AND FACILITIES, INCLUDING, BUT N L
89'03'19" WEST ADISTANCE OF 100.00 FEET; THENCE SOUTH 00 56 41 EAST, A DISTANCE OF 51.53 FEET; THENCE SOUTH 78 5
^ ORIDA SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT p r �,`,.
' CERTIFICATE OF APPROVAL COUNTY ATTORNEY ..
THENCE SOUTH 71'02'30" WEST, A DISTANCE OF 434.92 FEET; THENCE SOUTH 66 23 44 WEST, A DISTANCE OF 383.04 FEET; THENCE SOUTH 41 40 21 WEST, A DISTANCE OF FACILITIES. ST. LUCIE COUNTY, FL
• ^ AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY ST. LUCIE COUNTY. `~ fr ". -
0 T• THENCE SOUTH 60'38'17" WEST, A DISTANCE OF 118.C5 FEET; THENCE SOUTH 00'46'14 EAST, A DISTANCE OF 70.63 FEET, THENCE SOUTH 50 43 48 WEST, A
154.4 FEE » »' , ,3
. ^ • THENCE NORTH 8439 01 STATE OF FLORIDA
DISTANCE OF 97.11 FEET; THENCE NORTH 00 46 14 WEST, A DISTANCE OF 89.66 FEET, THENCE SOUTH 60 3817 WEST, A DISTANCE OF 30.90 FEET, ® ' ,,- -
„ » ;.
• DISTANCE OF 72.20 FEET THENCE NORTH COUNTY 0 ST. LUCIE a , *,� "
WEST A DISTANCE I OF 113.63 FEET, THENCE SOUTH 67 36 38 WEST, A DISTANCE OF 133.18 FEET, THENCE NORTH 89 41 10 WEST, A DIST NC SIG AND SEALED IS 1 DAY OF -- 2024 ON BEHALF OF CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER
' ''� " DISTANCE OF 104.68 FEET, THENCE NORTH 84'36'54" WEST, A DISTANCE OF 132.04 FEET; SI ED
65'03 23 WEST, A DISTANCE OF 100.38 FEET, THENCE NORTH 53 34 ..1 WEST, A 190 CO U TY D L MENT DISTRICT
•' " ^ SOUTH 82'01'30" WEST ADISTANCE OF 306.98 FEET; THENCE SOUTH 44'45'27" WEST, A DISTANCE OF • THIS P AT R S TO FORM 1
THENCE SOUTH 10 48 09 EAST, A DISTANCE OF 90.57 ,FEET, , I NCE ,
» „
. a
• 48 WEST ADISTANCE CF 108.55 FEET, THENCE NORTH 00 ,,0 37 WEST, A DISTANCE OF 17.00 FEET, THENCE SOUTH 47 03 58 WEST, A
339.50 FEET, THENCE SOUTH 88 34 8�
DISTANCE 430.64 FEET, THENCE ALONG A LINE AN
D THE NORTH AND EAST LINES OF CANAL NO.51 A 104' WIDE RIGHT OF WAY) FOR THE FOLLOWING FIVE (5) CALLS: NORTH BY: _"L7Y�C
----- -- -•^______ DANIEL S. MCINT CbUNTY ATTORNEY, ST. LUCIE COUNTY, FLORIDA76'46'44" WEST AI DISTANCE OF 450.26 FEET; THENCE SOUTH 8814 40 WEST, A DISTANCE OF 399.31 FEET, THENCE NORTH 4916 40 WEST, A DISTANCE OF 93.71 FEET, JOESIDENT/CHAIRMAN ATTEST. r�
" T• THENCE NORTH 00'03'05 WEST, 'A DISTANCE OF 1788.36 FEET; THENCE NORTH 89'42'59" EAST ALONG THE BY: _ `_ -__. •
.THENCE NORTH 30 33 40 WEST, A DISTANCE OF 84.45 FEET;
ECOK 1185 PAGE 2297 OFFICIAL RECORDS BOOK 1516, PAGE 647 AND OFFICIAL RECORDS BOOK 3706, PAGE 2944, OR
SOUTH LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS ADDRESS: _ �Y� __ CERTIFICATE OF APPROVAL COUNTY SURVEY
INCLUSIVE OF THE SAID PUBLIC RECORDS OF ST. LUCIE COUNTY, A DISTANCE OF 699.32 FEET; THENCE NORTH 01'08'41" WEST ALONG THE EAST LINE OF SAID OFFICIAL__
w , '!'_
OF 986.95 FEET; THENCE NORTH 75 38 59 EAST ALONG THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 70 (A 200 PUBLIC STATE OF FLORIDA
211119
RECORDS BOOK 1516, PAGE 647, A DISTANCE
IG OF WAY MAP SECTION 94030 2506 2529, A DISTANCE 412.68 FEET TO THE POINT OF CURVATURE OF A
RIGHT OF WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT ( ) � COUNTY OF ST. LUCIE
ATTEST. -----
.74 FEET A CENTRAL ANGLE OF 00 06 21 , THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 31.96 -- -- - --r- -----
CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 17322 ,
FEET; .THENCE RUN ALONG THE WEST, SOUTH AND EAST LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 4296, PAGE 220, OF THE SAID PUBLIC RECORDS OF ST. LUCIE _
• „ � IT IS HEREBY CERTIFIED THAT THE UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF FLORIDA HAS REVIEWED THIS
" DISTANCE OF 202.35 FEET• THENCE NORTH 7611 13 EAST, A DISTANCE OF 154.69 FEET, THENCE ADDRESS: ___--II�t _ L___ __
COUNTY FOR THE FOLLOWING THREE (3) CALLS: SOUTH 13 04 47 EAST, A D PLAT FO VNFO4RMITrY WITH T E REQUIREMENTS OF GRAPIER 177, PART 1, FLORIDA STATUES.
NO
RTH 13'04'47" WEST A DISTANCE OF 204:78 FEET TO A POINT ON A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 17322.74 FEET, A CENTRAL ANGLE OF ACKNO �1 LEDGMENT _ -� --•:wa
• ^ ^ SAID SOUTH RIGHT OF WAY LINE OF STATE ROAD 70 AN ARC A DISTANCE
- ___JZ
01 27 02 AND A RADIAL BEARING OF NORTH 14 58 04 WEST, THENCE NORTHEASTERLY ALONG THE S
' PACE 1466 OF THE SAID PUBLIC RECORDS OF ST. STATE OF FLORIDA
OF 438.55 FEET, THENCE RUN ALONG THE SOUTH AND WEST LINES OF LANDS DESCRIBED IN OFFICIAL RECORDS B00T< 3232, ALEXEY GILEV, P.S.M. 7079, COUNTY SURVEYOR, ST. LUCIE COUNTY, FLORIDA
FOLLOWING OUR 4 CALLS: SOUTH 21'07'23" EAST, A DISTANCE OF 170.77 FEET; THENCE NORTH 63'49.08" EAST, A DISTANCE OF 99.58; THENCE COUNTY OF ST. LUCIE
LUCIE COUNTY FOR THE F F ( )
• "EAST ADISTANCE OF 293.77 FEET; THENCE NORTH 63'45'12" EAST, A DISTANCE OF 407.94 FEET TO THE POINT BEGINNING.
SOUTH 0613 03 j� /� TE F /� V T ('�
CONTAINING 215.01 ACRES MORE OR LESS. BEFORE ME THE UNDE RSIGNED NOTARY PUBLIC PERSONALLY APPEARED JOHN T. LYNCH, WHO IS PERSONALLY KNOWN TO ME, SY MEANS CERTIFICATE j;� OF APPROVAL AL COUNTY Y COMMISSION 1. '
_ CERTIFICATE OF DEDICATION, AND THEY . t.
I:
OF ■PHYSICAL PRESENCE OR ❑ ON-LINE NOTARIZATION AND WHO EXECUTED THE FOREGOING CERTIF C E D
36 PAGE 1924 OF THE PUBLIC RECORDS OF ST. LUCIE COU
NTY. FLORIDA BEING MORE STATE OF FLORIDA
LESS AND EXCEPT. ANY PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 27 DULY ACKNOWL GED TO ME THAT THEY EXECUTED SAME.
PART( CULARLY DESCRIBED AS FOLLOWS.
COUNTY OF ST. LUCIE •
TRACT ACREAGE
TABLE
TRACT
AREA
li A
6.73 ACRES
B
6.03 ACRES
C-1
52.29 A CRES
C-2 -
27.235 ACRE
• D-1
13.56 ACRES
D--2
23.37 ACRES
E-1
5.552 ACRES
E-2A
18.83 ACRES
E-2B
14.02 ACRES
F
34.12 ACRES
RD-1
8.17 ACRES
7MC-1
2.09 ACRES
7MC-2
0.06 ACRES
TOTAL 212.06 ACRES
.
L
I FOLLOWS:
DESCRIBED AS F R PARTICULARLY EING MO EF FLORIDA BMMISSION RS 0 ST. LUC E COUNTYOARD OF COUNTY CO E ASTTHE SOU RANGE 39 EA OFFICIALLY APPROVED FOR RECORD BY B
PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 35 SOUTH, �.0 BY C�ERIIFIED THAT THIS PLAT HAS BE
BEING A PA " -------C�� (SEAL) IT IS HERE
----- --
SECTION 27 A DISTANCE OF 1438.45 w*
OF SAID SECTION 27 THENCE S01 25 28 E ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF ,
COMMENCE AT THE NORTHEAST CORNER ,
NOTARY PUBLIC SATE OFF RIDA , _ .,, : ST. LUCIE COUN Y, FLOR(DA, THIS _>� DAY OF � I'4d� 2024
» 1 • ,,ru f0fR...ta c... ftrri ,9.
SOUTH RIGHT -OF WAY LINE OF OKEECHOBEE ROAD STATE ROAD 70 AND THE POINT OF
8 34 2 W A DISTANCE OF 3479.17 FEET TO A POINT ON THE ( ) «;: , :. •
FEET, ,THENCE S8 3%J ''�`�'...>; , 3 ,r,,i
BEGINNING.. �� - S�_L!�
e ,a
i _ I RI A I r
„_. CATHY TO VNSEND CHAIR BOARD OF COUNTY COMMISSIONERS, ST. LUCIE COUNTY, FLORIDA PRINTED NAME �., �•�,.,., � .
I G' A PARCEL 34 FEET IN WIDTH LYING 17 FEET ON E ACH SIDE OF THE FOLLOWING DE5 CRIBE C NTERL INE.
BEN q � _
a 0t�
�_a
. ALONG THE /
RADIUS OF 117.00 FEET THENCE SOUTHERLY A G 1� I
THENCE S15 25 50 E A DISTANCE OF 263.43 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST, HAVING A RAD MY COMMISSION NUMBER _ PXPIRES ___'L�_
FEET THROUGH A CENTRAL ANGLE OF 13'47'32 THENCE S01'38'18"E A DISTANCE OF 951.10 FEET TO THE BEGINNING OF A CURVE - CERTIFICATE
OF APPROVAL COUNTY ENGINEER
ARC OF SAID CURVE A DISTANCE OF 28.16
CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 1117.00 FEET, THENCE SOUTHEASTE
RLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 160.38 FEET, THROUGH A ' -
» a
• DISTANCE OF 1 942.66 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 117.00 STATE OF FLORIDA
CENTRAL ANGLE OF 78 32 26 ; THENCE S80 0 45 E A DISTAN ,
. . , a ACCEPTANCE OF' DEDICATION
U EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 163.06 FEET, THROUGH A CENTRAL ANGLE OF 79 51 00 , THENCE S00 9 45 E A DISTANCE OF COUNTY OF ST. LUCIE
FEET, THENCE SO TH
POSED PLAT OF CREEKSIDE AN UNRECORDED PLAT AT THIS TIME) AND THE POINT OF TERMINATION.
276.81 FEET TO A !POINT ON THE SOUTH BOUNDARY LINE OF THE PRO ( STATE OF FLORIDA
IT IS HEREBY CERTIFIED THAT THIS PLAT MEETS ALL MINIMUM SUBDIVISION PLATTING REQUIREMENTS AS SET FORTH IN SECTION 11.03.03 ,
CONTAINING 212.06 ACRES MORE OR LESS.
COUNTY OF ST. LUCIE DEVELOPMENT CODE.
OF THE ST. LUCIE COUNTY, LAND DE PME ';
THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT HEREBY•
- - -
. D N J. Z ALLACK, P.E., COUNTY ENGINEER, ST. LUCIE COUNTY, FLORIDA ., i
' EASEMENTS OVER ROAD WAYS AS SET FORTH ON THIS PLAT.
1) ACCEPTS THE DEDICATION OF THE E
ACCEPTS THE DEDICATION OF THE DRAINAGE EASEMENTS AS SET FORTH ON THIS PLAT.
. I Q 2) .I
� - NNING AND DEVELOPMENT SERVICES APPROVAL ,
O � LEI 3) ACCEPTS THE DEDICATION OF THE BOARD OF TRUSTEES TRACTS AS SET FORTH ON THIS PLAT.
�/ _ 4) ACCEPTS THE DEDICATION OF THE SANITARY UTILITY EASEMENTS AS SET FORTH ON THIS PLAT.
O (D Q STATE OF FLORIDA'
9- -
. ^ DATED THIS _ DAY OF ----- - 2024, COUNTY OF ST. LUCIE
. � S _
Of � ! CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT
% W i
CREEKSIDE OMMUNI VELOPME T DISTRICT, A
G r� IT IS THAT THIS PLAT MEETS THE MINIMUM LOT DIMENSION REQUIREMENT OF THE PUD ZONING DISTRICT, AS SET ,
'p CO Z 49 FO . 4. OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
I : .
I ( Iti ��� : I
�0 Z - I BY: - r
S2 II I
J N T. LYNC 1 PRESIDENT CHAIRMAN
'f' / ATTEST. -- --- --
I
• BY: --______- NJA B , PLANNING AND DEVELOPMENT SERVICES DIREC OR
(n
_ - --
ADDRESS:
�•__ - __
SURVEYORS CERTIFICATE
ATTEST: -------•--------------- STATE OF FLORIDA
ST. LUCIE- COUNTY -
BY 11cLGdCL1.Lw ------ ---- COUNTY OF ST. LUCIE
N
ACKNOWLEDGME T ss: a•--____--
ILES ADDRE LM �L-_-J c
� • � M THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY
�s-t-io-F------
STATE OF FLORIDA R./... RESPONSIBLE DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND
70 r I
STATE
ROAD COUNTY OF ST. LUCIE THAT PERMANENT REFERENCE MONUMENTS (P.R.M. S) HAVE BEEN SET AND THAT PERMANENT CONTROL POINTS (P.C.P, S) AND LOT
EE
ROA CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH ST. LUCIE COUNTY FOR THE REQUIRED IMPROVEMENTS, AND FURTHER,
HOB MEANS EEC NOTARY PUBLIC PERSONALLY APPEARED JOHN T. LYNCH, WHO IS PERSONALLY KNOWN TO ME, BY ME AT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED, AND IN
I . 6; OK BEFORE ME THE UNDERSIGNED NO THAT
DULY CORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, SET FORTH BY THE
OF ■PHYSICAL PRESENCE OR ❑ ON-LINE NOTARIZATION AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND HE AC
• .. FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO SECTION 427.027, FLORIDA STATUTES, AND ORDINANCES OF ST. LUCIE
... :::. ACKNOWLEDG TOME T HE E ECUTED SAME.
:::;::::.. ..::. . r
COUNTY, FLORIDA.
. ::.:::::.:_...:.
::.::
,
SITE - _ --_ (SEAL)
NOTARY PUBL TATE 0 FLORIDA - THIS 19 h DAY 2024
10005 OKEECHOBBE ROAD
" ,
t _ ' - , r
\V��� - -_ 11 K .4; I
6l 1 e+ "
c�.tt - .
-----_---_ ,:, ,,` .ay-itrfIO, btu" •,}; 1. ;
333€c#ls�fC
N MA .x, -O Rt., , •R • :-------- REGISTRATION NO. 5383
LOCATION PRINTED NAME
*::: ,y .�� 1 fi�� r
a • ;, �,. • WSHOK P..S.
NOT TO SCALE) ,,• ; !"
u, N W. PO L
�'Y15,:.:..
oL � ' VYING SERVICES INC.
O q XPIRES _ ,- , , ,1 AAL LAND SURE ,
MY COMMISSION NUMBER �__- IE __
•�4. ,,, �� •-� .,. W. MELBOURNE, FLORIDA 32904 .. ,
R UIREMENTS
BUILDING SET BACK Q11
. 3970 MINTON ROAD
5 FEET ,
FRONT. 2 z LB - 0006623 CERTIFICATE OF AUTHORIZATION NUMBER '
REAR. 10 FEET
�:
t •x T- } ,
SIDE. 6 FEET "i,
��3 ,
_. /
i .., i �� /,,.._
..
11
I.
�.� � I - ___ --- � 11)7 1 -,,� -. �,,, 1:, .
�
STATE PLANE NOTE. i >.A
THE COORDINATES SHOWN HEREON ARE BASED ON THE STATE PLANE OORD/NA TE SYSTEM FOR FLORIDA S EAST ZONE NORTH.
AMERICAN DATUM OF 1983 AND READJUSTED IN 2011 (NAD83/11). ST TION DUCK 1993 WAS HELD FIXED AND F 528 2001 '. �`�-:. STATE Or I
a
' - 34 . THE COORDINA TE VALUES SHbWN ON THE PLAT WERE COMPUTED USING AUTOCAD LAND / "1. �: +1,. �:
CERP FOR ROTATION TA TION BEING 00 00
DESKTOP. A PROJECT SCALE FACTOR OF 0.9999840602�8 WAS USED TO CONI/ERT GROUND TO GRID DISTANCE. THE
DEVELOPMENT DE .
PRPROJECT SCALE FACTOR CAN BE APPLIED TO CONVERT THE GROUND DISTANCE TO GRID DISTANCE. ALL VALUES SHOWN ARE IN "
°� �,� ;�`'' .
• US SURVEY, FEET.
ALL
DISTANCES
SHOWN
ARE
GROUND
DISTANCES.
.
'I ��It4r�if4y�#+•�1A .
..
. . .
------- - I
.
:
;, I
I
PLAT BK 124 PG 22
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CHORD BEARING
Cl
345.00'
347943"
207.71'
204.59'
S3278101 "E
C2
505.00'
43-5454"
387.06'
377.66'
S37'00'37"E
C3
295.00'
1975'46"
99.18'
98.71'
$4920111 "E
C4
25.00'
38'3734"
16.85'
16.54'
S14'55'3 'T
C5
190.00'
145106'19"
481.19'
362.52'
S68v9'55"E
C6
25.00'
35*50'16"
15.64'
15.38'
N5772'04"E
C7
245.00'
2221'20"
95.59'
94.99'
N867752"E
C20
17322.74'
0726'21"
31.96'
31.96'
N75'3549"E
C21
17322.74'
177'02"
4,38.55'
438.54'
N747825"E
C24
505.00'
24050'29"
218.95'
217.24'
S602935"W
C25
501. 00'
41'55'43"
366.63'
358.50'
N69V2'12"E
C26
145.00'
3478'51 "
86.84'
85.55'
S72'50'31 "E
C27
300.00'
27'38'30"
144.73'
143 33'
N69'30'20"W
C28
64.24'
135*51'05"
152.31'
119.06'
S1524'03"E
C29
65.00'
49'5629"
56.66'
54.88'
N27'33'15"E
C30
65.00'
7956'18"
90.69'
83.51'
S42'33'09"W
C31
605.00'
58'44'01 "
620.18'
593.38'
N617242"E
C32
195.00'
657929"
222.33'
210.48'
S64'30'25"W
C33
1 805.00'
1 84128'56"
1182.28'
1078.85'
N55V5'41 "E
NARn•/ UN£ Or sw 1/4 OF sEcnAv 27 R=18.00'
WEST 1/4 CORNER r
, _ » _ R 18.00
I s£cnoN 27
R 80.00
: - D f02 22 29 » .
NT FOUND R 134.OD � »
NO MONUME F D D= 90170 00
o , " ` L=32.16 D 8479 04 N82 » FALLS IN IN CANAL � • A7 • , _ 49 51
- 80 . = L 28.27 W
r7 - D 78 32 28 - 10 � L 117.73 NAD NORTH AMERICAN DATUM
SEE Cdi 332 4 , 22
1-117.00 -� 5 4 0
B 0 � 5.00
co ._ ,42 » O.R'.B. OFFICIAL RECORDS BOOK
_ D-7a 32 2s - 95 R
..,. - L 183.89 . 1 9 55
_ 0 g 46 1.10 fPL £AWMENT PER
� so. 1 s2 r »
c 1 39 N B.$. BEARING BASIS
• or 9 5 D 91 S07 f0 09 W )
/ , AV(x h 20. AR17dAL REGARDS BooK ?547, PAGE' 2171
... 8Q UDED % z2 .L
1 78 _ 5
A 0 D ¢ s? D- CURVE DELTA
.. ... TRACT 5 z s2.00 � »
1 1'+-775.00 D-1779 58
\ ..... R R�' CURVE RADIUS
:, .. _ ,
G R 70.00 L 235.70
• _ n L CURVE LENGTH
�Ii / r » - ....
45b1 W ,
C£PT S 12 2. e D- 89 4713
. ......... LESS AIVD EX e
. ...... , ... � ---_._ _ lofj r C6= CHORD BEARING
94
IEMPARARr 107.34 _ Lr+fo9.70
N28 30 28 W TRACT T D 2
C CHORD DISTANCE
..... .......... SOU OR/DA WATER MANAGEMENT D/S1RlCT $e070'4B1r �""-.
......
52.55 19
.......:.......... _ ACQESS ROAD 1942.aa 0 � 42 -� .� N I� NON -RADIAL
2., 6 >. $ ,�
9 4f ACRES R 475.00 5• 2�
2 NB » 6• RADIAL
r » 9 2 aqo _ )
_ 49
ti 5 ACf1dAL RECORDS BOOK 273a, PAGE 1924 _ 1 �J 1 {•y , 000.. _ ., n
....... D 3 38 05 5 31 e
g 0.21
....... ....... ...... � 4 x4 ,CONCRETE PRM FOUND
5
L=30.13 32 L123 - 2 c » „
................. ......... E HEET3 4 8 S4170 30 W --
SE S h . 0 � / •-_. 12 PRM LB 4286
(
50. DO /
� .. .. .... ... ...... . II 5 8 IRON ROD PRM SET
... , .. FOR .ADDITIONAL DETAILS o 4
,�
+ _. STAMPED POWSHOK PRM PLS 5383
`t ........................ o �, h� R-100.00 D-79•�S1 00 L 139.38
01 N a
- R=l/xoo•
.. ..... .......... k, � UNLESS SHOWN OTHERWISE
5 1 +� NL SSHO
1, .... .. .. ..
_2 „
.. 6 >_
_2 0 79s100
aD ................ .. ...: .. � g � � 5 8 IRON ROD PRM FOUND
EMIh 00 8 ,� >,
o .....:........... �5 3 0 /
19 s2 STAMP OWSHOK PRM PLS 5383 col o - p L � h ti ,
O 0 4 '� _. -
w 8 - UNLESS W OTHERWISE
0 0 0 » "� - = 9.51 DD , L 188.75 SS SHOWN
�3 R 134.00 D 7
O h � N89 25 38 W �
PCP NAILAND DISK FOUND STAMPED
N � (
195.92' Mr
DETAIL B "PCP
� r-+ .......... .... .......:... � .. � PCP LB 4286
.. ...
.... .......... 50019 45"E 278.99 , PCP NAIL AND DISK SET STAMPED
q . p�, POWSHOK PCP PLS 5383
s 5 /
s o 9 02 Y 1 2 IRON ROD &CAP SET
,� ; ti 5 TRA C T E 2A fwA
.......� s . S 1
.. I _ � - .�-' ,0F 73.46 OWSHOK PLS 5383
...�,o T
,. .. O ....•...�, .� � TRACT � l
e .... ........ 0 IGN
\ 8, _ .� � � � ..•�-' R 1 SURVEY MARKER FOUND AS NOTED
�r F. R 80.00 0
r / p PER
r ro 00 .-� OVATE ENt C
�P D-140 56 27 5 1 P SE
� . 4 oRc 33. -- � -• SECTION CORNER
a o ^ R �;94*10 nN Ec2L 196.79ER E cE
0 s ciA A -
0 » 0 ON P5 195.84 ��!!G o� " I2 8'1�" ---
. 9t �� s �'' L58 .d. 1 4 CORNER
...:.... 9 2 58925 18 E / 2 �► B
• o - • - • 0 ice`' •-- P M .PERMANENT REFERENCE MONUMENT
t� .F . �� .......... o o L1so L121 - --AVE ..-- --�-- I I E
>, q o
� � �• • •� 0 oi»-�- 9 -..-- PCP PERMANENT CONTROL POINT
PUS PROFESSIONAL LAND SURVEYOR
.�
R
: I .. ,�... , . ...... ... % ,/ _. I P5M .PROFESSIONAL SURVEYOR AND MAPPER
LB LICENSED BUSINESS
s.
.� - G - SAC. SECTION
....... CONS£RVA AON EASEMENT PER 0 - r` /
LINE EASEMENT AS SHOWN ON o 08 E !� f0 PIPE E 1. q8 E� / E
O E 1 L�40 A°F1dAL RECORDS BOOK PAGE ( O ,• GR ?� / TWP. TOWNSHIP
R OR/DA POWER d� L/GHT RIGHT OF WAY AGREEMENT PER o •.'.'.'.'.'.. '.'.-.'.'.'..... . ........ �' ems• �' t � R r 4, O FL ,o �� - ,� �52 G f�''/ 5 N
a s 16 L P 1�
..... . . ............:... . / 32a-231-0001-000-4 R N G. RANG . -Q � p1, PARCEL A7 ? E
>.: DEED BOOK 235, PAGE 498 i `� ....... ? . !�
LANDS DESCRIBED /N
W M 9
o 1� RIGHT OF WAY
. I ,� � R W
RECORDS BOOK 1191 PAGE fe41 / V O � D..... ...... ...:...... : Atf1dAL RECAR
0$T OPEN SPACE TRACT
2 ,
o b I ti ...... ....... ... ..... q c P
o l r CT / '�. / �
/ LSE LIFT STATION EASEMENT
R P
LINE ;TABLE
UNE
BEARING
LENGTH .
L 1
S3726'31 "E
155.85
L2
S52'33'29"W
42.31,
L3
S3776'31 "E
50.00'
L NR
N52'33'29"E
25.00'
L5
S37'45'40"E
20.01'
L6
S3474'20"E
34.38'
L7
N75197'12"E
16Z42'
L54 I
S7253'13"W
224.14'
L55
N0O"I "W
118.74'
L56
S89VJ,19"W
100.00,
L57
SOOIII "E
51.53,
L58
S785546"W
244.88'
L59
S71V2'30"W
434.92'
L60
S6673'44 "W
383. 04'
L61
S41'40'21 "W
154.40'
L62
S60'38'17"W
118.05,
L63
S00'46'14'E
70.63'
L64
S50'43'48"W
9Z 11'
L65
N00'46'14"W
89.66'
L66
S60'38'17"W
30.90,
L67 '
N84'39'O1 "W
113.63'
L68
S67'36'38'W
133.18'
L69
N89'41'10'W
72.20'
L70
N65103'23"W
100.38'
L71
N53'34'51 "W
104.68'
L72
N84'36'54"W
132.04'
L73
S10'48'09"E
90.57'
L74
S82*01'30"W
306.98'
L75
S44'4527"W
339.50'
L76
S88'34'48"W
108.55'
L77
N00'30'37"W
17.00'
178
S47173'58"W
430.64'
L79
N76'4655"W
450.26'
L80
I S8874'40"W
399.31'
L81
N4976'40"W
93.71'
L82
N30'33'40"W
84.45'
L83 NR
S13-0447"E
202.35'
L84
N7671'13"E
154.69'
L85 NR
N13*0447"W
204.78'
L86 NR
S21107'23"E
170.77'
L87
N63049'08"E
99.58,
L 114
S75'4456 "W
47.12'
L115
I S86,0659"W
14.49'
L 116
N50.3351 "W
304. 44'
L117
S72*5449"W
834.71'
L 118
S48V4'21 "W
220.94'
L 119
N89"5956'W
137.83'
L 120
N82'31'19"E
68.96'
L 121
S8925'18"E
195.84'
L122
Nil -50'41 "E
234.660
L 123
S82.4951 "E
310.21'
.... ....
Y / ID IDENTIFICATION
rz Ay PARCEL ID: 232a-231-D001-000-4
O I 9
t POINT IDENTIFICATION
4l cV ....... ... ........... � .� LANDS DESCRIBED 1N P I D
O ./
o N L ._ ._ _ _ - _ - - - - _ - - - - _ _ ORDINARY HIGH WATER L/Ni: A=F1dAL REGARDS BOOK 1191, PAGE 1841 ETC ETCETERAS
R o SECTION 27
.. . .......... L88 SECTION 7 .
o
. .. , .. , ... ;�. �' ,- TOWNSHIP 35 SOUTH RANGE 39 EAST .
_ ... W NO EASEMENT
Q N O a;
TRAT F 1
a -� �....... ....... .... SECTION 26 SECTION 26,
� ........ ... n ..... SEE SHEET 6 v. L87 ,
59.29 ... l ;
i TOWNSHIP 35 SOUTH, RANGE 39 EAST
� FOR DETA/LS
air. I w O ;
o O N N 74 \
L89 N.S.R.W.M.C.D. NORTH ST. LUCIE RIVER 'WATER CONTROL DISTRICT
Q�Wc�co.�N�
� � MEANDER LINE
z I h o e ss \
Q ... 5 » CC R N RECORD
> ►� \ R CERTIFIED CORNER
WW ,��
GRID N. 1114564.63 s R sEMENT 560 3817 W
O C9 C9 Q
CONSE VA nON £A PER
: e 5 s 6
6
Z 0 OFf7C/AL RECORDS
2 2 W GRID E. 840551.00 � o �s F
o a 86.55
Q Q E G% 5 BOOK PAGE ,�
0 4, a; o Q NAD 83 2011 F G R'/ SEE SHEET 6
i P ti,
�0 6�. 9 01 4U I y�., (UNPu TIED)
I
"'o5i GRAPHIC SCALE -PLAT PREPARED BY -JISHEET
�TPARCEL IA• 232a-231-0001-000-4 \ 1 V 0. (, MOR1H RIGHT OF wAY UNE c, i. % yn ,/�.n ✓ - (ANDS DESMIRED MI \ w A / / A A /n £'`/ /n I /rV/A //' f rn I ///"I fG' /A //'
PLAT BK 124 PG 23
LINE TABLE
UNE
BEARING
LENGTH
L4 NR
N52'33'29"E
25.00'
L5
S37'45'40"E
20.01'
L6
S3474'20"E
34.38'
L7
N75&07'12'E
16Z42'
L8
S82'31'28"E
122.75'
L9
N147924"E
285.37'
00
N35'3428"E
va50'
LIJ
N4529'33'E
80.00'
L 1
N44'30'27"W
61.55'
L 1
N07'40'49"W
50.00'
L1
N1973'02"W
208.99'
L1
N77*57'40"E
ia87'
L 16 R
S20'16'43"E
96.57'
L 1
S66'40'25"E
312.71'
L 1
S61 *54'59"E
134.97'
L 1
S3928'40'E
194.57'
L20
S1178'02"W
47.51'
L21
S5775'31 "W
39.18'
L22
S37'47'13'W
94.37'
L23
S1576'12'W
111.08'
L24
S892642"W
76.61'
L25
S697257"W
70.21'
L26
S58'34'12"W
53.43'
L27
S51052'07"W
77.02'
L28
S38'4251 "W
156. 53"
L29
SO4V7'04"W
53.23'
L30
S0279'37"W
78.24'
L31
S09V1'50"E
130.42'
L32
S2272'18"E
50.22'
L33
S3878'17"E
28.44'
L34
S5622'17'E
189.29'
L35
S6524'32"E
58.11'
L36
S79V I'57"E
42.90'
L37
N87'51'47"E
178.12'
L38
N58*05'45"E
143.54'
L39
N5273'22"E
94.16'
L40
N76'40'24"E
41.64'
L41
N8775'07'E
42.20'
L42
S80'32'09"E
30.54'
L43
S51V0'19"E
36.96'
L44
S2970'24"E
102.31'
L45
S0274'35"W
29.17'
L46
S44'30'32"W
55.82'
L47
S012528"E
70.40'
L48
S64'4457"W
300.76'
L49
S72056'07"W
289.86'
L50
S24'4445"W
343.86'
L51
S47'30'25"W
191.75,
L52
S38'12'17"W
164.70'
UNE TABLE
UNE
BEARING
LENGTH
L53
S312725"W
182.46'
L54
S72*53'13"W
224.14'
L55
NOO*56'41 "W
118.740
L56
S89'03'19"W
100. 00'
L57
S00*56'41 "E
51.53'
L58
S78'55'46"W
244.88'
L59
S71'02'30"W
434.92' .
L60
S6623'44"W
383.04'
L61
S41'40'21 "W
154.40'
L62
S60'38'17"W
118.05'
L63
S00'46'14"E
70.63'
L64
S50'43'48"W
97.11'
L65
N00'46'14"W
89.66'
L66
S6OU8'17"W
30.90'
L67
N84'39'01 "W
113.63'
L88
S64'42'21 "W
32.07'
L89
S65'3258"W
119.77'
L90
S6922'30"W
103.91,
L91
S71'35'36'W
80.26'
L92
S732957"W
96.34'
L93
S73'43'40"W
80.53'
L94
S702436"W
43.93'
L95
N327544"W
108.21'
L96
N68'4224"W
91.44'
L97
S2177'36"W
50.00'
L98
S68'4224"E
91.44'
L99
S3275'44"E
102.02'
000
S57"54'02"W
61.31'
L 101
S40*55'44 "W
86.37'
L 102
S177624 "E
126.97'
L 103
S42'35'01 "W
178.76'
L 104
S67VO'17"W
84. 52'
L105
N8378'25"W
62.47'
L106
S147921 "W
40.81'
L 107
S30'47'16"W
84.02'
L108
S15'36'52'W
74.69'
L 109
S14-3756"W
48.32'
L 110
S27V5'23"W
45.12'
L 111
S082622"W
76.59'
L 112
S6221'41 "W
56.03'
L 113
S672245"W
17.92'
L114
S75'4456"W
47.12'
L 115
S86V659 "W
14. 49'
L 116
N50'33'51 "W
304.44'
L117
S72*5449"W
834.71'
L 118
S48V4'21 "W
220. 94'
L 122
NJ *50'41 "E
234.66'
L 123
S82'49'51 "E
310.21'
L 124
N32'44'10"£
182.57'
CURVE TABLE
CURVE
RADIUS
DEL TA
LENGTH
CHORD
CHORD BEARING
Cl
345.00'
342943"
20771'
204.59'
S32*18'01 "E
C2
505.00'
43*5454"
387.06'
377.66'
S37ti0'37"E
C3
295.00'
197546"
99.18'
98.71'
S4920'11 IT
C4
25.00'
38'3734"
16.85'
16.54'
S1455'33"E
C5
190.00'
145ti6'19"
481.19'
362.52'
S68V9'55"E
C6
25.00'
35*50'16"
15.64'
15.38'
N5772'04'E
C7
245.00'
2221'20"
95.59'
94.99'
N867752'E
C8
355.00'
2427'11"
151.51'
150.36'
N857458"E
C9
190.00'
12477'08"
412.15'
335.96'
N44'4654"E
C10
355.00'
273'03"
13.74'
13.74'
N157553"E
C11
683.00'
2175'05"
253.33'
251.88'
N24*5655"E
C12
18Z50'
257725"
82.76'
82.09'
S3151'45"E
C13
25.00'
5179'04"
22.39'
21.65'
S0676'30"W
C14
95.00'
1170'32"
18.81 '
18.78'
N267546 "E
C15
25.00'
5772'10"
24.96'
23.94'
S4921'35"W
C16
17.50'
1529'17"
4.73'
4.72'
S85'42'19"W
C17
202.50'
3874'39"
135.17'
132.67'
N747938"E
C18
60.00'
20'0826"
21.09'
20.98'
S6576'31 "W
C19
275.00'
4*5848"
23.90'
23.89'
N77'50'08"E
C22
75.00'
3676'40"
4Z71'
46.91'
N5029'04"W
C23
25.00'
3626'40"
15.90'
15.64'
N5029'04"W
C24
505.00'
24°50'29"
218.95'
. 1 Z24'
S6029'35"W
C25
501.00'
41'55'43"
366.63'
358.50'
N69102'12"E
C31
605.00'
58'44'Ol "
620.18'
593.38'
N617242"E
C32
195.00'
1 657929"
222.33'
210.48'
S64'30'25"W
C33
805.00'
1841V856"
1182.28'
1078.85'
N55V5'41 "E
LE
NAD
NORTH AMERICAN 'DATUM
O.R.B.
OFFICIAL RECORDS BOOK
(B.B.)
BEARING BASIS
D= -
CURVE DELTA
R=
CURVE RADIUS
L=
CURVE LENGTH
CB=
CHORD BEARING
C= `
CHORD DISTANCE
((
NON -RADIAL
))
RADIAL
7
4"x4" CONCRETE PRM FOUND
"PRM LB 4286"
❑
5/8" IRON ROD PRM SET
STTAMPED "POWSHOK PRM PLS 5383"
UNLESS SHOWN OTHERWISE
11
5/8" IRON ROD PRM FOUND
STAMPED "POWSHOK PRM PLS 5383"
UNLESS SHOWN OTHERWISE
PCP NAIL AND DISK FOUND STAMPED
"PCP LB 4286"
0
PCP NAIL AND DISK SET STAMPED
"POWSHOK PCP PLS 5383"
O
1 /2" IRON ROD & CAP SET
"POWSHOK PLS 5383"
SURVEY MARKER FOUND AS NOTED
+
SECTION CORNER
' Qf- - - -- M�� 1r:/ `'�PAMUL O ZJZ6-ZJI-0007-UUU-4 - - I �r� 1 `t VVitIVLIl
1 LANDS DESCRIBED 1N �S
-- amcaAL RECORDS BOOK 1191, PACE 1841 PRM PERMANENT REFERENCE MONUMENT
,9 /
/ (UNPLAMD) I PCP PERMANENT CONTROL POINT
C21., P
'y t�
� 3 P RV YOR PLS PROFESSIONAL LAND SU E
PSM PROFESSIONAL SURVEYOR AND MAPPER
LB
LICENSED BUSINESS
SEC. `
SECTION
TWP.
TOWNSHIP
RNG.
RANGE
R/W
RIGHT OF WAY
OST
OPEN SPACE TRACT
LSE
LIFT STATION EASEMENT
ID
IDENTIFICATION
PID
POINT IDENTIFICATION
r'TnrTr0 A C
PLAT BK 124 PG 24
NOT O SCALE , IAJ---------- ------- S
sHEEr T--=-
SHEET 3
A SUBDI VISION Wl THIN
SECTIONS 26 �c
sr�EEr4 70 27, .TOWNSHIP 35 SOUTH, RANGE 39 BAST,
....... ............ TE ROAD � ► 4
........... STA S T. L UCIE COUN T Y FL ORIDA
::::::: ,
r
:.:. sff r e .
UNE TABLE
LINE
BEARING
LENGTH
L80
S8874'40"W
399.31'
L81
N4976'40"W
93.71'
L82
N30'33'40"W
84.45'
O
I V 111\JI 111 VV JVIJ 11 1, F%r%1V VG .iu L/1J 1
v� 3 �• o - / cp p N, ,
\ •. N.S.R.W.M.C.D. NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT
N
cac�" � o_ .: CCR CERTIFIED CORNER RECORD
TRACT C
��
—1 �
w a L80 _ N
rA lk rA r * rn C 1 O
N.
I
1
PLAT BK 124 PG 25
. N
1 0 i i i .ray �
PLAT BK 124 PG 26
PLAT BK 124 PG 27
PLAT BK 124 PG 28
381
0
VIVLCJJ Z)MUYYIN V 1rlr-fRYYIJG �?
5 8" IRON ROD PRM FOUND oo'a+`i
'J ��UAwr
�C-y .. W 1U
S AMPED POWSHOK PRM PLS `f 5383"
?> Cb
UNLESS SHOWN OTHERWISE
•
•
PCP NAIL ANDDISK FOUND STAMPED
��� �,
PCP LB 4286„
0
PCP NAIL
AND DISK SET STAMPED
"POWSHOK
PCP PLS 5383"
0
Y02" IRON
ROD & CAP SET
WSHOK
SURVEY, M
PLS 5383
RKER FOUND AS NOTED;
.,;
SECTION 'CORNER
►o.
1 4 CORNER
PRM
PERMANENT REFERENCE MONUMENT :....
PCP
PERMANENT CONTROL POINT ,
PLS
PROFESSIONAL LAND SURVEYOR
PSM
PROFESSIONAL SURVEYOR AND MAPPER
LB
LICENSED BUSINESS
..
SECTION
.SEC.
TWP.
TOWNSHIP
RNG.
RANGE
R/W
RIGHT OF WAY
OST
OPEN SPACE TRACT
LSE
LIFT STATION EASEMENT
ID
IDENTIFICATION
PID `
POINT IDENTIFICATION
ETC
ETCETERAS
SECTION 27
SECTION 27,
TOWNSHIP 35 SOUTH, RANGE 39 EAST
SECTION 26
SECTION �6,
TOWNSHIP 35 SOUTH; RANGE 39 EAST
.Nftt r57�/Emp
ET , I
-- ---
SHEET 2 SHEET 3