HomeMy WebLinkAbout122 01-05 Belterra Phase 1 Plat 3CFN # 5295867 PLAT BOOK 122 PAGE 1, Recorded 02/02/2024 04:09:48 PM SAINT
LUCIE COUNTY Deputy Clerk INGRAMJ
P
1
I 1
INSTR # 5295867
P BK 122 Pages 1 - 5
RECORDED 02/021202404.09.48 PMf1
Am
'RA PH SE 1 wr"' L A T 3
PLAT BOOK
BELTEr."' A
SAINT LUCIE COUNTY
2
i I
I
DEPUTY CLERK INGRAMJ
RECORDED IN PLAT BOOK 107 PAGES 7 THROUGH 13
REPLATTING TRACT Z, BELTERRA PHASE 1 PLAT 2, AS I PAGE
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA LYING IN SECTION 34 TOWNSHIP 37 SOUTH, RANGE 39 EAST, CITY OF PORT ST. LUCIE, ST. LUCIE COUNTY, FLORIDA
LEG DE
SCRIPTION: ESCRIPTION:
SHEET _1 OF 5
A BOOK 107 PAGES 7
S RECORDED 1N PLAT B
TRACT Z, ACCORDING TO BELTERRA PHASE -1 PLAT 2, A ,
THROUGH 13, PUBLIC RECORDS OF ST. -LUCIE .COUNTY, FLORIDA:
CERTIFICATION OF OWNERSHIP AND DEDICATION N,
m
o
0
m
STATE OF ' FLORIDA
COUNTY OF
ST. LUCIE >.
w
Cn
KNOW ALL MEN BY THESE PRESENTS, THAT GRBK GHO B,
Q m
ELTERRA LLC A FLORIDA LIMITED ,LIABILITY COMPANY OWNER OF ACC EPTANCE OF DEDICATIONS Y
0
� w SW FALMOUTH AVE
THE LAND DESCRIBED AND PLATTED H, Q
EREIN AS BELTERRA PHASE 1 PLAT 3, BEING IN ST. LUCIE COUNTY, HAVE CAUSED
3::
SAID ANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY DEDICATE AS FOLLOWS. m
S L STATE OF FLORIDAFLORIDA'
6E
F S LUCIE ( w SW EDINBURGH DR
' COUNTY 0 T.
H F WA AS SHOWN HEREON TRACT A , IS HEREBY DEDICATED TO THE BELTERRA CD
1 THE PRIVATE ROAD RIGHT 0 Y ( )
Q
UTILITIES ASSOCIATION INC.. ITS SUCCESSORS AND ASSIGNS FOR INGRESS, EGRESS AND UNDERGROUNDLI
HOMEOWNERS AS.-+
MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. AN THE
E SOUTHERN GROVE COMMUNITY DEVELOPMENT DISTRICT N0. 1, 'A COMMUNITY DEVELOPMENT DISTRICT.::. I
PURPOSES AND ARE THE PERPETUAL
RIGHTS OF WAY AS SHOWN HEREON IS ALSO RESERVED IN FAVOR OF ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES DISTRICT NO. 1-), ACTING FOR ITSELF
EASEMENT OVER AND UNDER .SAID PRIVATE ROAD R (
T LUCIE, ITS SUCCESSORS AND ASSIGNS FOR CITY OF PORT ST. LUCIE SERVICE AND EMERGENCY DEFINED THE SECOND AMENDED- AND RESTATED-
.THE 'CITY OF .PORTS . L AND ON BEHALF OF :EACH OF THE OTHER DISTRICTS AS DEFT E IN
I FOR ACCESS TO AND INSTALLATION AND MAINTENANCE OF PUBLIC UTILITY FACILITIES, INCLUDING, BUT NOT
VEHICLES CL AND DISTRICT INTERLOCAL 'AGREEMENT. DATED AS OF DULY 9, 2013, AND RECORDED AT OFFICIAL RECORDS BOOK
LIMITED TO WATER AND WASTEWATER LINES AND APPURTENANT FACILITIES. THE CITY OF PORT ST. LUCIE SHALL NOT BE
3539, PAGES 672-713, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HEREBY ...ACCEPTS THE
RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID PRIVATE ROAD RIGHTS OF WAYS EXCEPT AS SHALL
- PO THE WITHIN n
SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY OF PORT ST. LUCIE. THE CITY OF PORT ST.
DEDICATION OF THE STORMWATER MANAGEMENT TRACT SW 7, AND TRACT SW 8, .SET FORTH UPON RELATE TO THE Z
LUCIE SHALL HAVE THE RIGHT, BUT .NOT THE OBLIGATION, TO .MAINTAIN SUCH EM
ERGENCY ACCESS EASEMENTS OVER TRACT PLAT AND SPECIFICALLY DEDICATED TO DISTRICT NO. 1 PROVIDED, HOWEVER, THAT ACCEPTANCE OF SUCH o
A IN THE 'EVENT THAT THE AFORESAID ASSOCIATION DOES NOT DO SO. ALSO, AN EASEMENT OVER SAID PRIVATE ROAD DEDICATIONS AND OF THE OBLIGATION TO OPERATE AND MAINTAIN SUCH FACILITY IS EXPRESSLY CONDITIONED
i
DEVELOPMENT DISTRICT NO. 1 a
RIGHT OF 'WAY, AS SHOWN HEREON, IS RESERVED IN FAVOR OF SOUTHERN GROVE COMMUNITY T MANAGEMENT SYSTEM IMPROVEMENTS FOR THE PHASE �
ITS SUCCESSORS AND ASSIGNS FOR EMERGENCY VEHICLES AND FOR ACCESS TO THE DRAINAGE SYSTEM.
UPON (I) COMPLETION OF CONSTRUCTION OF ALL WATER M N Z � m
OF SUCH SYSTEM IN WHICH THE DEDICATED TRACT IS LOCATED IN STRICT COMPLIANCE WITH BOTH THE 3
APPROVED PLANS FOR AND THE REQUIREMENTS OF ALL REGULATORY AUTHORITIES EXERCISING JURISDICTION
m
M D.E. AS SHOWN HEREON ARE HEREBY DEDICATED TO THE BELTERRA HOMEOWNERS, A � Q I SW ABACUS AVE
2) THE 'DRAINAGE EASEMENTS ( )
INC.,ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE PURPOSES AND ARE THE MAINTENANCE OBLIGATION OF OVER, SUCH IMPROVEMENTS, AND (II) COMPLIANCE WITH ALL SURFACE WATER MANAGEMENT SYSTEM TURNOVER
ASSOCIATIONI I I
SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS. SAID DRAINAGE EASEMENTS MAY ALSO BE USED BY THE CITY OF PORT REQUIREMENTS RELATING TO SUCH FACILITIES, AS SET FORTH IN THE POLICIES AND PROCEDURES MANUAL FOR
THIS PLAT �
ST. LUCIE ITS SUCCESSORS AND ASSIGNS, FOR DRAINAGE, MAINTENANCE ACTIVITIES AND STORMWATER MANAGEMENT THE DISTRICTS. DISTRICT NO. 1 DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY, EASEMENT, TRACT, OR OTHER
PURPOSES. SAID DRAINAGE EASEMENTS MAY ALSO BE USED BY THE SOUTHERN GROVE COMMUNITY DEVELOPMENT DISTRICT
P INTEREST N REAL ESTATE OTHERWISE DEDICATED TO THE PUBLIC,
AND ASSIGNS FOR DRAINAGE, MAINTENANCE ;ACTIVITIES AND STORMWATER MANAGEMENT PURPOSES. SW COREY PLACE
N0. 1, ITS... SUCCESSORS '
{�t-
1✓ 023.
DATED 0 Y OF 2
AP EASEMENTS L.E. AS SHOWN HEREON IS HEREBY DEDICATED TO THE BELTERRA HOMEOWNERS, CANAL C-23
3} THE LANDSCAPE E ( ).
ASSOCIATION INC., ITS SUCCESSORS AND ASSIGNS, FOR LANDSCAPE PU
RPOSES AND IS PERPETUAL MAINTENANCE
RE
SPONSIBILITY OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS,' FOR LANDSCAPE, MAINTENANCE ACTIVITIES.
BY:
LOCATION MAP:
_ _ o E
4 THE STORMWATER MANAGEMENT TRACT SW 7, AND TRACT SW 8, AS SHOWN HEREON ARE DEDICATED T TH
)
NOT TO SCALE
PURPOSE OF SURFACE WATER MANAGEMENT AND
( )
RN GROVE COMMUNITY DEVELOPMENT DISTRICT N0. 1, FOR THE FRANK COVELU �
SOUTHERN PRINTED AME. PRINTED NAME. Zia �
OF SAID DISTRICT. THE FLOWAGE EASEMENT IS GRANTED TO THE CITY OF PORT ST. -
ARE THE MAINTENANCE RESPONSIBILITY
ND ASSIGNS OVER THE SAID STORMWATER .MANAGEMENT. TRACT FOR DRA
INAGE. THE CITY OF
LUCIE, ITS SUCCESSORS A ,
CHAIRMA SECRETARY
PORT ST LUCIE SHALL HAVE THE RIGHT BUT NOT THE OBLIGATION TO CONSTRUCT AND MAINTAIN ANY PORTION OF THE �
E T AREA
•
DRAINAGE SYSTEM WITHIN THESE TRACTS AND EASEMENTS WHICH IS ASSOCIATED WITH DRAINAGE FROM CITY
RIGHTS -OF -WAY.
I
5) THEUTILITY EASEMENTS (U.E.) AS SHOWN HEREON RUNNING ADJACENT AND PARALLEL TO THE TRACT FOR PRIVATE
'
ACKNOWLEDGEMENT
PREPARED BY:
ROAD PURPOSES ARE EXCLUSIVE EASEMENTS AND ARE HEREBY DEDICATED TO THE CITY OF PORT ST. LUCIE UTILITY SYSTEMS
THOMAS J. BARRY
ENT FOR THE INSTALLATION OPERATION, MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH
DEPARTMENT �
STATE OF FLORIDA
PUBLIC AND PRIVATE, INCLUDING, BUT NOT LIMITED TO WATER AND WASTEWATER LINES, ELECTRICAL LINES, GAS LINES, .AND
COUNTY OF ST. LUCIE
OF
TELECOMMUNICATION LINES, AND ALL RELATED FACILITIES AND APPURTENANCES. PURSUANT TO SECTION 177.091(28), FLORIDA
STATUTES, THE U1ILITY EASEMENTS SHALL ALSO BE USED FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AND
N SERVICES; PROVIDED HOWEVER NO SUCH 'CON INSTALLATION, MAINTENANCE,
TELEVISION SE
OPERATION OF CABLE
FOREGOING INSTRUMENT WAS ACKNOWLEDGED. BEFOREMEBY
THE FOE TR
MEANS OF PHYSICAL PRESENCE OR ❑
AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC,
TELEPHONE GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A
ONLINE NOTARIZATION :THIS DAY OF AIO'VomitCrYL
, '2023 BY FRANK "CONFECT
PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THE FOREGOING SHALL NOT APPLY_ TO THOSE
PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY.
CHAIRMAN OF SOUTHERN GROVE COMMUNITY DEVELOPMENT DISTRICT NO. 1, A COMMUNITY
rl III a a r PR"07UR aC.R088
SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY
DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER
190, FLORIDA STATUTES, WHO EXECUTED
CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
604 COURTLAND STREET SUITE 101
R OF SAID
THE SAME ON BEHALF OF AND WITH THE AUTHORITY
ENTITY AND WHO 1S PERSONALLY KNOWN TO ME
_
ORLANDO, FLORIDA, 32804
P.U.E. AS SHOWN HEREON ARE HEREBY DEDICATED TO THE CITY OF PORT
6) THE PUBLIC UTILITY EASEMENTS ( )
ST. LUCIE (CITY), ITS SUCCESSORS, AGENTS, EMPLOYEES, CONTRACTORS, DESIGNEES AND ASSIGNS, A GENERAL
OR HAS PRODUCED AS IDENTIFICATION.
PHONE: (407) 960-5980
INGRESS/EGRESS EASEMENT OVER AND ACROSS ITS DRIVEWAYS, PARKING, COMMON OR OPEN AREAS FOR ACCESS TO,
CERTIFICATE OF AUTHORIZATION # 2936
OPERATION, MODIFICATIONS, INSTALLATION OF OR MAINTENANCE OF, PUBLIC UTILITIES FACILITIES, INCLUDING BUT NOT LIMITED
TO, WATER AND WASTEWATER LINES, APPURTENANT FACILITIES, AND EQUIPMENT. THERE SHALL BE NO OTHER PUBLIC OR
SEAL
OCTOBER 2023
PRIVATE UTILITY FACILITIES INSTALLED IN, ON, OVER, UNDER, OR ACROSS THE EASEMENT AREA WITHOUT THE CITY'S WRITTEN
NOTARY PUBLIC, STATE OF FLORIDA
NOit.TARY
t no
����
ION ERE HALL BE NO IMPROVEMENTS OF ANY KIND INCLUDING, BUT NOT LIMITED TO, LANDSCAPING CONSTRUCTED
PERMISSION. THERE S
�r LT''
.. , ®!"^gip•,.-'!t"*� k
i
WITHIN THE BOUNDARIES OF THE EASEMENT AREA WHICH WOULD RESTRICT THE OPERATION AND MAINTENANCE OF, OR WHICH
PRINT NAME: l�4'1A'
�;>�a4'
MAY IN ANY MANNER RESULT IN HARM TO THE CITY'S FACILITIES. THE BELTERRA HOMEOWNERS ASSOC ATION IN ,ITSfrnftalm"
OVER THE - _-
( 2
�
1+
MAINTAIN, REPAIR AND REPLACE ANY PERMITTED IMPROVEMENTS "LITY
SUCCESSORS OR ASSIGNS, SHALL OWN, M
> COMMISSION NO.. �► R'
J
.y w
EASEMENT, WHICH ARE NOT PRECLUDED BY THE FOREGOING, 'WHICH MAY BE DAMAGED OR DESTROYED BY THE CITY,ITS
SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS 1N THE CONSTRUCTION, OPERATION, MAINTENANCE OF, OR ACCESS:
=
MY COMMISSION EXPIRES: +^'t
TO, THE CITY'S FACILITIES. THE CITY, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO REQUIRE THEREMOVAL OF
_
ANY IMPROVEMENTS WHICH ARE CONSTRUCTED IN VIOLATION OF THE CONDITIONS SET FORTH ABOVE. IF VIOLATING --
IMPROVEMENTS ARE NOT REMOVED UPON REQUEST, THE CITY, ITS SUCCESSORS OR ASSIGNS, DESIGNEES OR CONTRACTORS
WILL REMOVE SAID IMPROVEMENTS WITHOUT LIABILITY OR RESPONSIBILITY, THEREFORE. THE CITY SHALL NOT BE RESPONSIBLE
OR SUCH STREETS RIGHTS -OF -WAY ETC EXCEPT AS
)
DI S
ACCEPTANCE OF DE CATION
CLERK'S CERTIFICATION
FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEM N V.
-
SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY THE CITY.
INDEX MAP::
- r_
' STATE OF FLORIDA STATE OF FLORIDA i
INC.,NOT TO SCALE)
7 TRACT 8 6 AS SHOWN HEREON, IS HEREBY DEDICATED TO THE BELTERRA HOMEOWNERS ASSOCIATION, ITS ) COUNTY OF ST. LUCIE ..COUNTY OF ST. LUCIE
SUCCESSORS AND ASSIGNS, FOR SURFACE MAINTENANCE ONLY AND IS THE PERPETUAL MAINTENANCE RESPONSIBILITY OF
SAID. ASSOCIATION, ITS SUCCESSORS AND ASSIGNS FOR SURFACE MAINTENANCE ACTIVITIES.
.
INC., FLORIDA NOT FOR PROFIT CORPORATION
BELTERRA HOMEOWNERS ASSOCIATION, , HEREBY ACCEPTS THE
MICHE LE .MILLER CLERK OF COURT OF ST.' LUCIE COUNTY- FLORIDA,DO HEREBY CERTIFY .THAT.. THIS PLAT HAS BEEN
DEDICATED TO THE BELTERRA HOMEOWNERS ASSOCIATION INC. ITS DEDICATION OF AND MAINTENANCE RESPONSIBILITY FOR PRIVATE ROAD RIGHT OF WAY TRACT A , TRACT OS 6, i
8 TRACT OS 6, AS SHOWN HEREON, IS HEREBY D ( )
)
OF SAID ASSOCIATION. _ _ EXAMIN AND THAT -IT COMPLIES IN RM ,WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS
:SUCCESSORS AND ASSIGNS, FOR DRAINAGE, AND IS THE PERPETUAL: MAINTENANCE OBLIGATION TRACT B 2, TRACT B 6, LANDSCAPE EASEMENT AND DRAINAGE EASEMENT AS SET FORTH UPON THE V11THIN ,
PLAT AND SPECIFICALLY DEDICATED TO BELTERRA HOMEOWNERS ASSOCIATION, INC.
• L AND Pt S AND THAT THIS PLAT H BEEN FILED FOR RECORDS IN PLAT BOOK PAGES f S
9 LOTS 49 51 AND 80 107, WILL HAVE A 5 DRAINAGE EASEMENT ON EACH SIDE OF THE COMMON LOT LINE, '
, nd.
UNLESS OTHERWISE SPECIFlED WHICH EASEMENTS ARE HEREBY DEDICATED TO THE BELTERRA HOM
EOWNERS ASSOCIATION
� 023. OF TH PUBLIC RECORDS OF ST. IE COUNTY,` FLORIDA, THIS Z DAY OF �� 202 .
INC.,` IT SUCCESSORS AND ASSIGNS, FOR DRAINAGE PURPOSES AND ARE MAINTENANCE OBLIGATION OF SAID ASSOCIATION.
DATED THIS � DAY OF 2
_ ASSOCIATION TS
10) TRACT B 2, AS SHOWN HEREON ARE HEREBY DEDICATED TO THE BELTERRA HOMEOWNERS, A INC.,,
SAID C RESPONSIBILITY OF MAINTENANCE RE
SUCCESSORS AND ASSIGNS, FOR LANDSCAPE PU
RPOSES IS THE PERPETUAL M S .
r WITNESS.
BY. � cce s-,
ASSOCIATION, ITS SUCCESSORS AND ASSIGNS FOR LANDSCAPE MAINTENANCE ACTIVITIES.'
k
WILLIAM HANDLER <: T
PRINTED NAME: PRINTED M
MICPI R. MILLER, CLERK 0 E CIRCUIT COURT
- _ .. t...
PRESIDENT ,
ST. LUCIE COUNTY, FLORIDA
TITLE: WITNESS. y
LIABILITY COMPANY HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS IN WITNESS :WHEREOF, .THE ABO ED LIMITEDL �
PR PRINTED NAME.:
AUTHORIZED MA AGER THIS DAY OF
023
APPROVAL OF CITY COUNCIL �
GRBK GHO BEL RRA
I
STATE OF FLORIDA -i
SS. COUNTY OF ST. LUCIE
BY. ,
- WITNESS: I
• T- CKNOWLEDGEMENT
R AME.
A
LLIAM HANDLE PRINTED N � � IN HE
PRINTED M � � IS HEREBY CERTIFIED THAT THIS PLAT OF BELTERRA PHASE 1 PLAT 3 HAS BEEN OFFICIALLY APPROVED INCLUDING T
Q IT ,
'
TITLE. ,MANAGER STATE OF FLORIDA
.RELEASE -0F ALL PRIOR DEDICATIONS APPLICABLEI ?0 THE LANDS BEING PLATTED HEREIN E AND ALL DEDICATIONS TO THE CITY
•
F LUCIE COUNTY 0 ST. L FLORIDA, I LUCIE, FLOR D
E CI COUNCIL OF THE. CITY OF PORT ST. L ,
. _ OF PORT ST LUCIE HEREIN ARE ACCEPTED FOR! BY THE CITY ,
WITNESS.
S a AY OF c\_ 202 .
b AN 0 NeP SICAL PRESENCE
TH I .�� D i�(1 �
PRINTED NAME. �� THE FOREGOING INSTRUMENT WAS ACK OWLEDGED B R M BY MEANS F HY
I
OR O .ONLINE NOTARIZATION THIS DAY OF 2023, BY
WILLIAM HANDLER
ACKNOWLEDGEMENT ASSOCIATION, INC. A FLORIDA CORPORATION NOT FOR
AS PRESIDENT OF BELTERRA HOMEOWNERS ASSOCI TI N, CITY OF PORT ST. LUCIE ATTEST..
i Y KNOWNPRODUCED-
PROFIT, ON BEHALF OF THE CORPORATION, WHO IS PERSONA TO ME OR HAS
STATE OF FLORIDA -„ +slen+rl,p�—-
- I
LUCIE .�... AR
COUNTY OF ST. L E t
N
� E
AS IDENTIFICATION. g't.............&
�Ci
Nl
I
THE FOREGOING INSTRUMENT WAS AC
0 DIGD BEFORE ME BY MEANS OF IdePHYSICAL PRESENCE OR ❑ ONLINE c
2023 BY MLLIAM HANDLER AS MANAGER OF GRBK CHO
NOTARIZATION THIS �' DAY OF A, �4' SHANNON MARTIN, MAYOR SALLY WALSH, CITY CLERK
SEAL
-..
WHO IS PERSONALLY KNOWN 'TO MES 8 25 202T.,
BELTERRA, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ON BEHALF OF THE COMPANY,;
�... NOTARY PUB TATE OF LORIDA
AS IDENTIFICATION. 4
0 S ROD E EId�.4ftiE I':•q � - � � �
.• Y P . ,t, , - "Cs .
• '� L nf ' +' t
PRINT NAME. �+•
SEAL10� t
NO )n
Y PUB TATE F FLOR IDA
. ._ _ w CLERK ; OF/,.�- ...
.s
C MMISSION EXPIRES: IF, ;IRCUIT CUa,1• �.. R: ST, LU E r
�IYCC'�II�I'�SI� COMMISSION NO.. MY 0
._ . ..
.� ,
"PRINT NAME: frill nSnXA>nS2t121 +�� �,:..
/.-
COMMISSIbN NO. 14 iACAO
P23-147 � .. �•s .ter � ,,s> � .,.. .� �.+�.
PLAT BK 122 PG 2
PSLUSD #5336
PLAT BK 122 PG 3
CURVE TABLE
CURVE
LENGTH
RADIUS
CENTRAL
ANGLE
CHORD
BEARING
CHORD
DISTANCE
Cl
364.49'
322.00'
64'51'23"
N3275'41 "E
345.34'
C2
113.27'
135.00'
48'04'20"
N68'13'09"E
109.97'
C3
82.33'
975.00'
4*50'17"
NO2'25'09"W
82.31'
C4
39.31'
25.00'
90005'34" `
N45'02'47"E
35.38'
C5
39.17'
25.00'
89'4548"
S44'58'28"W
35.28'
C6
52.47'
231.46'
12'59'21 "
S05'11'13"E
52.36'
LINE TABLE
LINE
BEARING
LENGTH
L1
N45'49'01 "W
5.65'
L2
N89'53'20"E
78.74'
L3
N78'58'57"E
61.98'
L4
N85'09'42"E
50.00'
L5
N00'00'00"E
16.49'
L6
S00'05'34"W
62.88'
THOMAS J. BARRY
nC
OCTOBER 2023 �"'
PLAT BK 122 PG 4
I I�
eELTERRA PHASE 1 PLAT 2 W '32'E �v 1 25.00' ; ; 9,926 SO. FT.
O PLAT BOOK 107. PAGES 7-13 N78*00 j
C2 L21 11 , .58•E �� v�
INDEX MAP:
78.65' n 122 `I n N� `� �� 3•p8 N� yN NOT TO SCALE
0.09 G 10.251 SQ. FT. \`` , N6 �y )
TRACT o 12457
SW-7 O � 1k0.00• \�\ �� \ 25pp s.a4s SO. Fr.
25136 PC
�- 56
121 , y �o
,721 SQ. 58
9
� .r � 8,680 SO. Fr. 0 OO o
N G -
6
N 6 120` '� , �to� .� 59 J TRACT SW-8
10.080 SQ. FT. . ` �� \ �� 8,754 SQ. FT. �Q 120,357 SO. FT.
00 � , \� � \ 40•
tJ
N
- oy 'o ti+� ,t, �= • o� o. �`ri 2.09 o r�
,r. o.
- 50
119 �\ , ti � � 60 •
�W 10,080 SQ. FT. . \ 50� PT \ 11.567 SQ. FT.
TRACT C
9ELTERRA PHASE 1 PLAT 1 + "� , >\ �j \ 140 �O �p
PLAT BOOK 94. PAGES 23 29 Npo.rs \� \\
(NOT PART OF THIS PLAT) �p •�55 t�f: `� C1 `\ N74ro
Z TRACT SW-7 118 �� N 1
10,625 SQ. FT. 1 1 C 1 v,\ cT 1
240,265 SQ. FT. 1 1 .+
1 1 61 N
> . ► n _ 12 983 SQ. FT
n i 1 p
_- .00 , g
- Y � 9, -»E 140 1 1 w r . 8 ;� SEE «
_ .3g 35 1 J. 1 ► In o - B
n _- N78 DETAIL
�n _ +o ► is
n + 1 i, 1 ___- --- -r
- 1 25, 00 1 1 23 E 140. 60
o N 1 i 25.00 I N87 3/
o 0 1 PC 1 - - - - -- -1 -
-
$ a 117 it
SEE +�
57 1 00 - I . . }� O
0 12,2 sQ. Fr. 1 +ci N 11 DETAIL A 8 ►�
,ri I o n N 1 62 c
M K1 n I 10.150 SQ, FT.
+- , I i -
N 1
.0 0 11
N
N
N87 3123E f 40 �n
i ..: 1 1 87 3123'E 140.00'
i N ( I N 1�
C 110 M `'? 1 +
,1,• 1 1 w
116
p
V o o o•. Pro
10,081 SQ. FT n o ^ 01 cvr Z
( 8,680 SO. FT.
cNo l H
1 .t t
G N8954f 26« W 144.08, I i I> w
I i 68.00' 62.00' N87 31'23'E 140.40 I 1 14 i i N87 31'23"E 140.00
14.08
tom-- B.00 1 � I
110 o 0 1• 3
1
a.00 -►�
o ►- co ,
3 0 0
cq
1 3 I
.
64
a 12.235 SQ. FT I 0 115 0 . Lail U t. co i
109 ^ --� r- Iz.00' o.E o 0 1 w
O mIQ !7 cp 1 8,772 SQ. FT. .-
1 .r It _ e.7s1 SO. FT 1 N to
16.oss SO. Fr. -a, , , o •- 10o+ i tO g W
_ i 11 N I 1 .-
ao ... O
of`I
M 1 « 3 o I 1 »
�t N
0 143.18 I 140.00 66
z Z 111 i 112 113 N87 3123E z ^ z I i N8T3123 E
I 1 FT.8.680 So. FL 11,274 SQ. FT.
12.160 so. FT. 9.519 SQ.
bsi9. 0 1 V ► sW Pi1 00 °p
co I tq a 65 o
V ! i i�' \ to Q p 10,312 SO. FT. v Z �.
1 O 10,106 so. FT.
�00' i' , 'C' �` o f o o 1 25.00' 25.00 ^ N
6' q O
+ , +� O I Z Z cp 7.00 P.U.E.
' U 0� ��`------? 1 ------ - t5.00' U.E. �/ � � I\ � j Z`•T�
f1 Ej C --- --- ------------------- ---� f�ti O `- -- -1 _ _-_ ---------- ------� -
108 I Loo RP t'le 30.72 -68.00 ---- - -62.00 --- 120.28 �-----'�'-------
-------- --- s -- - 116.24-------
.- 1
U 18.667 SQ. FT i c` rn o N895426"W 281.00' o o ►.�
N89-54"26'W N PI N
- BELTERRA DRIVE 445.10 _ _ ►vs,9 54 2s W_ 510.53 _
- - - -
_ TRACT A (PRIVATE RIW) - 955.63' ` (�
o. E'+
N89 54-26`W N 955.63' N
--
69.70'----
----72.00'`--- -- -72.00--------- 72.00'---- ----72.00'-------62.00'--- ---62.00'--- ---52.00'--- ---62.00'--- -- -
vi -- -------------------------------------------------------------------------------------- -- -
O) •E C67
o,
�,- �Ok o, o c, b
•0 g o_ � o 0 0 0 0 0 0
0 0 0
.- el• d.
°0-° 107
18,814 SQ. FT. �W 106 105 104 103 102 101 100 99 98 97
�. 10,530 SQ. FT ;W 10.080 SQ. FT =W 10,080 SQ. FT. �W 10,080 SQ. fT �W 10.080 SQ. FT.�W 8,680 5Q. FL .W 8,680 SQ. FT. =W 8.680 SO. FT. .W U80 SO. FT. �W 8,680 SQ. FT.to
�
M W
Q C>> o p p p p p p p p
J 0 0 0 0 0 0 0 0
p oN 2 0 0 0 0 0 0 0 0
z Z 10.00' LE. z z Z z 2 z
Z ------ - C114
---9.70' ---------------------- -- --- 72.00'------------ __---------------------------------------------
N89 5426'W 322.06' 69.70' 72.00' _72.00' 72.00' 72.00' 62.00' 62.00' 62.00' 62.00'
N89054'26"W 10.00, U.E. 1542.80'
ORB 4408, PG 2297
CANAL C-23 `-TRACT B-6
SOUTH FLORIDA WATER MANAGEMENT DISTRICT 15.428 SQ. FT.
CURVE TABLE
CURVE
LENGTH
RADIUS
CENTRAL
ANGLE
CHORD
BEARING
CHORD
DISTANCE
Cl
364.49'
322.00'
64'51'23"
N32'25'41 "E
345.34' '
C2
113.27'
135.00'
48'04'20" `
N68'13'09"E
109.97'
C3
82.33'
975.00'
4*50'17"
NO2'25'09"W
82.31'
C4
39.31'
25.00'
90'05'34"
N45002'47"E
35.38'
C7
162.00'
1165.00"
7'58'03"
S08 4953"E
161.87'
C8
125.15'
465.00'
15'25'14"
S2003131 "E
124.77'
C9
60.69'
135.00'
25'45'31 "
S15'21'23"E
60.18'
C10
737.96'
190.00'
222'32'13"
S21'21'40"W
354.12'
C17
199.13'
50.00'
228'11'27"
S24'11'13"W
91.29'
C18
84.11'
100.00'
48'11'23"
S65'48'45"E
81.65'
C19
40.39'
25.00'
92'34'11"
N43'48'29"E
36.14'
C20
123.63'
275.00'
25'45'31 "
N15'21'23"W
122.59'
C21
87.47'
325.00'
15'25'14"
S20'31'31 "E
87.21'
C22
142.70'
1025.00'
758 `37"
S08'4936 "E
142.59'
C23
135.74'
975.00'
758'37"
S08'4936"E
135.63'
_C24
74.01'
275.00'
15'25'14"
S20'31'31 "E
73.79'
C25
146.11'
325.00'
254531 "
N15'21'23"W
144.88'
C26
38.15'
25.00'
87*25*49"
S46'11'31 "E
34.55'
C36
134.87'
300.00'
25045'31 "
N 15'21 '23"W
133.74'
C37
80.74',
300.00'
1525'14"
S20'31'31 "E
80.50'
C38
139.22'
1000.00'
7'58'37"
S08'4936"E
139.11'
C39
209. 05'
465.00'
25 *45 *31 "
N 15'21 '23"W
` 207. 30'
C40
36.33'
135.00'
15'25'14"
N20'31 '31 "W
36.22'
C41
87.83'
835.00'
6001'35"
N09048'07"W
87.78'
C44
46.00'
975.00'
2'42'10"
SO1'21'05"E
45.99'
C45
36.34'
975.00'
2 08'07"
S03'46'14"E
36.33' '
C46
44.26'
975.00'
2'36'02"
S06'08'19"E
44.25'
C47
69.21'
975.00'
4'04'01"
S0928'20"E
69.19'
C48
22.28'
975.00'
1 *1833"
S12'0937"E
22.28'
C49
67.37'
275.00`
14'02'08"
S19'4958"E
67.20'
C50
6.65'
275.00'
1'23'06"
S273235"E
6.65'
C52
6 7.98'
325.00'
11 '59'07"
N21 '50'28"W
6 7.86'
C53
75.85'
325.00'
13'22'18"
N09'09'46"W
75.68'
C54
65.96'
1025.00'
3 41'14"
S06'40'54"E
65.95'
C55
62.00'
1025.00'
3 2757"
S10'15'30"E
61.99'
C56
14.74'
1025.00'
0'49'26"
S12'24'11 "E
14.74'
C57
47.29'
325.00'
8'20'15"
S16'59'02"E
47.25'
<C58
40.18'
325.00'
7'04'59"
S24'41'39"E
40.15'
C59
81.09'
275.00'
16'5343"
N19'47'17"W
80.80'
C60
42.54'
275.00'
8 51'48"
N06 54'31 "W
42.50'
CURVE TABLE
CURVE
LENGTH
RADIUS
CENTRAL
ANGLE
CHORD
BEARING
CHORD
DISTANCE
C61
49.23'
100.00'
28'1231 "
S75 48'10"E
48.74'
C62
100.00'
19'5852"
S51'4229"E
34.70'
C63
!49.40,4.87'
50.00'
56'36'14"
N70 01'10"W
47.41'
C64
47.79'
50.00'
54'46'02"
S54'1742"W
45.99'
C65
49.61'
50.00'
56'50'37"
S01'30'38"E
47.60'
C66
50.04'
50.00'
57'20'32"
S58'36'12"E
47.98'
C6 7
2.30'
50.00'
2'38'03"
S883529 "E
2.30'
C94
9.48'
835.00'
0'39'01 "
S07'06'49 "E
9.48'
C95
59.27'
835.00'
4'04'01"
S0928'20"E
59.26'
" C96
19.08'
835.00'
1 *1833"
S12'09'37"E
19.08'
C97
33.07'
135.00'
14'02'08"
S19'4958"E
32.99'
C98
3.26'
135.00'
1'23'06"
S27'3235"E
3.26'
C99
3.26'
465.00'
0 24'06"
N28'02'05"W
3.26'
C100
97,27'
465.00'
1159'07"
N21'50'28"W
97.09'
C101
108.52'
465.00'
13'22'18"
N09 09'46"W
108.28'
C102
74.78'
1165.00'
3 40'40"
S06*41'11 "E
74.77'
C103
70.47'
1165.00'
3 2757"
S10'15'30"E
70.46'
C104
16.75'
1165.00'
0'49'26"
S12'24'11 "E
16.75'
C105
67.67'
465.00'
8'20'15"
S16059'02"E
67.61'
C106
57.48'
465.000
7'04'59"
S24'41'39"E
57.45'
C107
39.81'
135.00'
16'53'43"
N19'47'17"W
39.66'
C108
20.88'
135.00'
8 51'48"
N06'5431 "W
20.86'
C109
75.21'
190.00'
22'40'51 "
N58 4239"W
74.72'
C110
93.75'
190.00'
28'16'13"
N84'11'11 "W
92.80'
C111
181.62'
190.00'
54'46'02"
S54'17'42"W
174.78'
C112
188.50'
190.00'
56050'37"
S01'30'38"E
180.86'
C113
190.15'
190.00'
57'20'32"
S58'36'12"E
182.32'
C114
8.73'
190.00'
2-37'58"
S88-3527"E
8.73'
LINE TABLE
LINE
BEARING
LENGTH
L1
N45'49'01 "W
5.65'
L2
N89'53'20"E
78.74'
L3
I N7858'57"E
61.98'
L4
N85'09'42'E
50.00'
L5
N00'00'00"E
16.49'
ABBREVIATIONS:
D.E.
= DRAINAGE EASEMENT
L.E.
= LANDSCAPE EASEMENT
PI
= POINT OF INTERSECTION
PT
= POINT OF TANGENCY
PC
= POINT ON CURVATURE
PCC
= POINT OF COMPOUND CURVATURE
PCP
= PERMANENT CONTROL POINT
RP
= RADIUS POINT
P.U.E.
= PUBLIC UTILITY EASEMENT
R/W
= RIGHT-OF-WAY
U.E. = UTILITY EASEMENT
SO. FT. = SQUARE FEET
(NR) = NOT RADIAL
LEGEND
O SET PCP LB#2936
OO FOUND 5/8" IRON ROD
WITH CAP "PRM LB 2936"
® WITH CAP PRMOLB 2936" P23-147
PLAT BK 122 PG 5
v
LINE TABLE
LINE
BEARING
LENGTH
L6
S00'05`34"W
62.88'
L7
S00'05'34"W
62.09'
L8
S00'05'34"W
87.35'
L10
S44'51'44"W
60.19'
VRL,11gVV, F-LVRIV,1, .7LOV4
PIN
NACLE NACLE PLACE
PHONE: 407) 960 5980 ..--.-...•------
17CERTIFICATE OF AUTHORIZATION #
2936 ,
S89 54 26 E i
485.41
------
�
50.00 49.90
------------ -T- ---------- ---- -- 82.00- - -66.00 -----62.D0,. 'OCTOBER 2023 --
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--
0 �
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9 240 S. 6 10,607 SQ. FL I J i Q:
11;479 SO. f'T. : I'd• I Q FT. 8, 80 SQ. FT. I I PLAT BOOK 107, PAGES 7 - 13
`�1 18
5.00 U.E.T
1 , 7.00' P.U.E --�' ,
•W W
w p ?5.00 25.00 2t 20 19
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ko
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0. 0 P
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2 0 O.E. Q }
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p $ o I o c�
00 0 , I c,,
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10.00 2 N .
Z ( 1 p
1 I r 2.50 ,
82.00 66.00 62.00 8 1
. s2.3s'22»E 1 PT S89 54 26 E 447.33
S8954 26 E 152.23 57.76 N -I r ► 146.34' - ,
25.00 232.61 38.45 30.00
11 1� ;
5.�
+ 1 + '+
o
1 + +
79 _+
CURVE TABLE
CURVE LENGTH RADIUS CENTRAL CHORD :CHORD
ANGLE -BEARING DISTANCE
C5 39.17' 25.00' 89'4548" S44'58'28"W 35.28'
C6 52.47' 231.46' 12 59'21 " S05'11'13"E 52.36'
r r , a , a w \ ♦ •\ r' 24.088 SQ: FT.
C11 164.69 275.00 34'18 47 C1 _ rF •� . ,.G7 `
S2759 23 E 162.24 . 3 E .
C12 48. , a " Ct2
85 30.00 9317 36 N88'i2 26 E 43.63 .�` \ �h o +
w .77 �� �', o PC
57 �_ 11,489 SO. FT. flo \ ��, �q 193.59
C13 195.80 60.00 186 58 21 N44 5711 W 119.78 '�. 4'15 os E
N800
C14 46.93 30.00 89 37 22 S03 4318 W 42.29 \ •�a '�s. .p I ( ) r
t[)
C15 , 161.54' 225.00' 41'08'13" N20'31'16"W 158.10' CL1 n� •,9� /T sbs. �. ` ',�° ^o 83 '�' � W �
��j •� ; ;* l�� lyvp/
'v U� 15.593 SQ. FT. 00p O
C16 117.87 75.00 90 02 44 N45 04 12 E 106.1 1 o t� 76 ►A / ��� / o
-0� 9,400 SQ. FT, /// �� ` tej /' cj p
C27 39.29 25.00 90 02 44 S45 04 12 W 35.37
kF' ; �\ •�a v N89 5T10"W 222.93'
C28 138.01 ' 175.00' 45'11 '06" S22 32 43 E 134.46 �� ° c el�` .' T 5" .. �, . � \ ��
TRACT OS-6 $
r' 10,920 SQ. FL /' ° ^ s PT 6,538 SQ. FT. O
C29 19185 325.00 34'10 27 S28 03 02 E 190. 99 �,� q r k°' `:'o. �° ' " -- -
/ r4 / '� , p0 '1 N89 5710 W 207.90'
0� /' o00 boo % ,/ ��rr ,��\* `L�� ��; �\ (NR) N
C30 63.54' 281.46' 12'56'02" S05'12�52"E 63.40' s' r' \\ `o+\ 84 ,o
C31 39.27' 25.00' 90'00'00" N44054'26"W 35.36' J sb ,. o r,
'O ,/�CC� $:oo. + 13,409 SQ. FT. N o,
C32 58.14 256.46 12 59 21 S05 11 13 E 58.02 60 F' �' + +
TRACT SW-8 /' 74 00' + R cr N89 57'10"W 170.14'
C33 179.25' 300.00' 34'14'02" S28 0I'15"E 176.59' 120,357 SO. FT. r 12,412 SQ FT �q0• + + w + + + NR
'
C34 15 7.73' 200.00' 45'11 '06" N2232'43"W 153.6 7' tea'. p, �`� 64�5. qg ++ 01 o M
co,� �I 85 p �
C35 78.58' 50.00' 90'02'44" N45'04'12"E 70.74' I i ; , ^ 11,744 SQ. FT. cV
c 11 , 1 N f� Z
>P 73
12,014 SQ. FT. ( I PC I ' " f ,
C42 314.87' 465.00' 38 47'48" S25 4422"E 308.89' MATCH LINE 61 a I I NSs57 to w 1so.00
io i io 25.00' 25.00' 1
I � ham- 5.00' U.E.
C43 27: 60' 35.00' 45'11'06" S22'3243"E 26.89• o �, �
g g .. , I ►� O II 7.00' P.U.E o U a
o N895711 W 140.00 I I p I 86 o W Q
C68 58.90' 75. DO' 44 59'43" N67'3542 "E 57.40' >
m _.. •� I I 10 ^ 9,920 SO. FT. O
-_
C69 55.42' 75.00' 42'20'17" N23'55'42"E 54.17' J i i ►:, ' iCS
N89 5710"W 160.00
C70 3.55' 75.00' 2'4243" N01'24'12"E 3.55' ---- - -- Cl 10,030 SQ. FT. i cov �iJ W
C71 67.81 ' 225.00' 17'16'03" N08'35'11 "W 6 7.55' - D
g � ! I �� of 87 0
62 N895T11 "W 140.00' 1 i j � 1 9.920 SQ. FT. 0 =Q
C72 81 75' 225.00' 20 49'04" N27 37'45 "W 81.30' Q �� 1 I 04 N
5.00' U.E. -iJ � a 1 1
3 I I R -- 11 N89 57'10"W 160.00'
3 p 7.00' P.U.E :-►, in
C73 11.98' 225.00' 3 03'06" N39 33'50"W 11.98' ;
M ;n o 10 I I �
P p 71 ' 0
C74 22.57' 30.00' 43 06'36" S19 32'04"E 22.04' N oo ^ 10,0a0 SQ. FT. i ^ 88 0 < C
C75 24. 63 Z j 1 i 9,920 SQ. FT.
35' 30.00' 46 30'45" S25'16'36"W 23.69' NSsSTtt"w 140.00'
C76 51. N895426"W 237.68' I ' .41 , ,w `� , i i N89 57'10"W 160.00,
14' 60.00' 48'4959" N24'07'00"E 49.60' 1 1 p o p
83.67' 1 , 82.00' 72.00' 1 I 1
C77 50.22' 60.00' 47'5725" N24'16'42"W 48.77, 7.60'
�' 0 70 110 o I o 1
r . , a . ► a ► 64 :F I j'•-7.50 I $ 0 ^ 1Q031 SQ. FT. 1 nj Z 1 0 0 O i 89 $ 3
C78 49. 73 60. 00 47 29 15 N72 00 01 W 48.32 --, ►-F f5.00 0.E d o I ? z 2 I o,92o SO. Fr. $
g' i i i i N89 5710 W 160.00 P
C79 44:71' 50.00' 42'41'43" S62'54'30"W 43.68' 66 ' 67 NSs•5T11" w f4o.o5' » S
68
a . , » r 11.274 SQ. FL I 1 11.480 SQ. FT. 10,060 SQ. F7 1 1 1 5.00 U.E
C80 42.31 281.46 8 36 46 S03 0315E 42.27 et 3 + + I r-- 7.00' auE
C81 21.23 281.46 419 15 S09 31 16 E 21.22 -"' 1 ;� ►.� a 69 11a 'n 10
65 W o W a 1^ 10.375 So. FT:'
SV u1 P o> > 11.217 SO. FT. 1 h I h I C
L • , • r a , a , � I U
C82 37.27 325.00 6 34 15 S14'14 57 E 37.25 0 ' $ 25.00 25.00 , , :
Mai z I I PT N87"1427"W 16 � $ , 2 '2 n � 0.26
C83 a a --T--- --------- --1--------------------- --- ----------------' 1► '
59.03 325.00 1 D'24 23 S22 44 16 E 58.95 ------ - ---- '- ' -' --- ti C4
(� 77.39 --- 82.00 ---------72.00 ---- --�- 115.OS'-------- Q
w N895426"W 462.72' �� och i O
C84 67.S2' 325.00' 11'S4'14" S33'S3'34"E 67.40' � � g ° � �
_ _N89'54'26_"W BEL TERRA DRIVE 510.53'
C85 30.'02' 325.00' 5'17'35" S42'2929"E 30.01" Ww TRACT a (PRIVATE R/w) - �Gr6 //�'
vi r/ ' 24 070 1
N � �r SQ. FT.
C86 59.26' 175.00' 19 24'05" �, N35'26'13"W 58.98' - ~ °--- �--- N89.54 2s w 955.63'
--- a---62.00_ --72.00 --- I I---72.00 - -----72.00 ---------- 71.93' --- - y
-- ------=-----I T-------- -----------.-_r---�-------- - sr
C87 78. '75' 175.00' 25'47'01 " N12'50'40"W 78.09' '
O p p 4i O o
C88 15. 75' 35.00' 25'47'01 " N12 50'40"W 15.62' H o o I o ; o in
C89 11. S5 35.00 19 24 05 N35 26 13 W 11.80 i W ,; 92
a . 98 97 96 - 95 94 93 19,795 SQ. FT.
C90 42.96' 465.00' 5*1735" S42 29 29 E 42.94 a.680 50. FT. w a,680 SQ. FT w 10,080 SO. FL ;' 10,080 SQ. FT. 1o,oso SO. FT. 11.174 SQ. Ft
P w w 3
C 96.61 465. 00 1154 14 S33 53 34 E 96.44 ul to 1 Z U) u� o o�.
po 0 , o o
C92 84.46' 465.00' 10 24'23" S22'44'16" 84.3 p o 10.0o D.E.aE-• I 1-» - o
E 4 Z Z 5.00' -� �- 5.00 z 10.00' C.E. 2 i
-- I I
-------------,- ----.- ----- ----- ------------=------�-----------=------------------------ ----
i T-------, l
C93 90.84 465.00 11 11 37TS11*56'16"E 90.70 62.00 72.00 72.00 72.00 87.71 1ss.18 0.21 30.00,
89 54'
J
PSLUSD #5336
PSLUSD #5336