HomeMy WebLinkAbout2014-026A 3120140013016
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RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH , CLERK OF COURT
INDIAN RIVER COUNTY FL
BK: 2742 PG: 1759 Page 1 of 13 3/ 10/2014 10 : 36 AM
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CONSERVATION EASEMENT
Sce� eso tJ I M
2 .0ILA -0I
THIS GRANT OF CONSERVATION EASEMENT , made and
executed this 2 °I day of 1 2011 by
GHO Serenoa Corp . a
Florida corporation , whose mailing address is
1775 SSV Gatlin Blvd . #206 . Port St . Lucie . FL 34953 , hereinafter called
Grantor , to INDIAN RIVER COUNTY , a � olitical subdivision of the State of
Florida , whose mailing address is 1801 271 Street , Vero Beach , Florida 32960 ,
hereinafter called Grantee ,
WITNESSETH ,
WHEREAS , Grantor is the fee simple owner of certain real property
situated in Indian River County , Florida , which is currently undergoing
development ; and
WHEREAS , Grantor finds that it is appropriate to retain certain land
or water areas on Grantor' s property in their natural , scenic , open , or wooded
condition ; retaining such areas as suitable for habitat for fish , plants , or wildlife ;
retaining the structural integrity or physical appearance of sites or properties of
historical , architectural , archeological , or cultural significance ; and
[WHEREAS , the establishment of a conservation easement is
required by Indian River County Wetland Protection Ordinance , section
928 . 06 ( 3) to overlay all preserved , created , or enhanced wetlands or deep water
habitats (and upland buffers , as applicable) associated with ' development site
mitigation ; and ]
[WHEREAS , it may be appropriate pursuant to Indian River County
Comprehensive Plan Conservation Element, Policy 6 . 12 to preserve certain
native plant communities in viable condition with intact canopy , understory , and
ground cover: ]
r
NOW , THEREFORE , Grantor , for Ten and No/ 100 Dollars ($ 10 . 00)
and other good and valuable consideration in hand paid , by Grantee , by these
presents does grant a conservation easement upon and across that real property
described in Exhibit "A" to Grantee which conservation easement shall run with
t
the land and be binding upon the owner, its heirs , successors and assigns , and
remain in full force and effect , enforceable by the Grantee either by injunction or
proceeding in equity or at law, said easement specifically prohibiting any of the
following activities :
(a ) constructing or placing of buildings , roads , signs , billboards or
other advertising , utilities , or other structures on or above the ground .
(b) dumping or placing of soil or other substance or material as
landfill or dumping or placing of trash , waste , or unsightly or offensive materials .
(c) removal or destruction of trees , shrubs , or other vegetation .
(d ) excavation , dredging or removal of loam , peat , gravel , soil , rock
or other material substance in such manner as to affect the surface .
( e) surface use except for purposes that permit the land or water
area to remain predominantly in its natural condition .
(f) activities detrimental to drainage , flood control , water
conservation , erosion control , soil conservation , or fish and wildlife habitat
preservation .
(g ) acts or uses detrimental to the retention of land or water areas .
( h ) acts or uses detrimental to the preservation of the structural
integrity or physical appearance of sites or properties of historical , archeological ,
architectural , or cultural significance .
Notwithstanding any provision to the contrary herein contained ,
Grantor reserves the right for certain passive recreational uses not detrimental to
the health of the ecological system .
Notwithstanding any provision to the contrary herein contained , the
above-stated conservation easement shall not transfer to Grantee any of the
normal duties and obligations of the Grantor to maintain the fee simple property
in a safe condition .
Notwithstanding any provision to the contrary herein contained , the
above-stated conservation easement shall not preclude the Indian River
Mosquito Control District from obtaining access to the property for the purpose of
mosquito inspection , treatment , and management .
This easement shall be perpetual and shall run with the land and
be binding upon all subsequent owners of the servient estate . This easement
shall be assignable to other governmental bodies or agencies , charitable
organizations , or trusts authorized to acquire such easements . This easement
may be enforced by the Grantee by injunction or proceeding in equity or at law.
This easement may be released by the Grantee to the owners of the servient
estate . This easement shall be recorded and indexed in the same manner as
any other instrument affecting the title to real property .
Grantor hereby covenants that it is lawfully seized of said servient
land in fee simple , and that it has good right and lawful authority to convey the
easements hereby established , and will defend the same against the lawful
claims of all persons whomsoever .
IN WITNESS WHEREOF , the Grantor has caused these presents
to be executed this elZA day of � 1 , 20�`�
Signed in the presence of: GRANTOR .
sign : B
print name : print a y HV N . Handler
ei
Title : Presid t
sign : ( President or Vice President)
print name :
(SEAL)
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
The foregoing instrument was acknowledged before me this Zq
day of (JAI 2010 by V\ \ \ 'GM 14 01 (h2Y , the
President of RD J2K�IN, 110yu• a
corporation , on behalf of and as* the act and deed of said corporation . He/she is
personally known to me or has produced
(passport/driver' s license) as identification .
of FLORMA NOTARY PUB IL
mcNaraara
07 022
_t`;J E 2 2015 -
` 2 printed name : 1�5�111t(1 )` K !i' IU i'V�LI
Cyp . � .� � ccn. , t
npKDF.i) T' ' `• L ' " � . `CnZ. . l lot
Commission No . ET Ce)i5UZZ
Commission Expiration : MOV 27 201 *3
3
x4fi ,61er
SKETCH OF LEGAL DESCRIPTION
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
Cl 108031 '20" 275 . 00' 520 . 87' 382 . 16' 446 . 43' N 36018'22" EW
in 'v 00 r� 0)
C 2 35027'47" 1290 . 00' 798 . 44' 412 . 47' 785 . 76' N 3541 ' 11 "W r- E-EI � � Ln
03 n o
qct
C3 18019'25" 375 . 00' 119 . 93' 60. 48' 119 . 42' N 18050'32" E o 0 o 0 0
Nt O d• d• N
O N n m o
U � RELIEF CAAAA6z z U) U) U)
�o;/ R%w) SN �c - ,,cayp f!aCo m m CD Co
Ofk"'
S.r Rco N O M
l � G6 C`s `� CO Co N En to
POINT "Co
A N � Lo M N
� V^
Z Obi n to N
N E'+1 N O I�: a1 N .
rN O n co O
00 - Eh N N
D
W �G� TA
jO J 7 0 u O N
En d'
POINT 9 " z
z L > 0 0 0 0 0
0 0 0
~ Z O s09• L4 - o o o
y � En
' Ln
v RADIAL o En
8 En M f
\ O .- N CO) En
FOB. Co0N � �
N. W. CORNER �; N 00 o (D o
SERENOA PHASE 1
O1�3 v En cfl o
O 0 0 0 0
LINE BEARING DISTANCE
Ll N 00034'02" E 47 . 42'
L 2 S 89025'58" E 240 . 31 ' o
L 3 N 17057' 18"W 544 .32'
L 4 S 80° 19' 11 " E 125 . 00'
L 5 N 17057' 18"W 489 . 66' �G)
L 6 S 00019 '27"W 331 . 54'
L 7 S 05055'24" E 71 . 04'
L8 S 84004'36"W 62 . 58'
POINT 'A
U
L2
688 .44'
SE. CORNER TRACT 1 -3J N 89025'56"W�
N R/W 5TH ST S. W. 80 R/W
EXHIBIT " A22
SKETCH FOR CR ^\ PHIC SCALE
CONSERVATION 400 0 200 400
EASEMENT
SKETCH OF LEGAL DESCRIPTION ( IN FEET )
NOT A BOUNDARY SURVEY North 1 inch — 40 ft .
PROJ. N0, 05- 085 - CE
DWN . BY: C . H . B . DATE: 01 - 23 - 14
CKD. BY: J. E . K . MERIDIAN
LAND SURVEYORS
THIS PLAT AND REPORT ARE . NOT kALID WITHOUT THE SIGNATURE PND 1717 INDIAN RIVER BLVD , SUITE 201
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYCI' VERO BEACH, FL, 32960 18G90S
AND MAPPER NAMED HEREON 'lE+ICH SIGNATURE AND SEAL MAY BE PHONE : 772-794- 1213, FAX: 772-794 -1096
FOUND AT THE END OF THE ATTACHED REPORT, THE PLAT AND E-IN•IAIL: LB6905r?BELLSOUTH. NET
EPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER,
KAOS-075-SERENO CEflOS-0S{ETR-1.dw 1/29/20143:34:22 PM PAGE 1 OF 10
SKETCH OF LEGAL DESCRIPTION
( NOT A SURVEY)
Report of Survey: ( Project # 05 - 085 - CE )
* TYPE OF SURVEY: SKETCH OF DESCRIPTION - NOT A FIELD BOUNDARY SURVEY
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. d.b. a. MERIDIAN LAND SURVEYORS #6905
1717 INDIAN RIVER BOULEVARD, SUITE 201 , VERO BEACH , FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE :
CHARLES H . BLANCHARD , P . S. M . #5755
LEGAL DESCRIPTION : CONSERVATION AREA " 1 "
A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTIONS 13 AND 24 , TOWNSHIP 33
SOUTH , RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA , BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS :
BEGINNING AT A POINT ON THE EAST RIGHT OF WAY LINE OF 12TH AVENUE , (30' RIGHT OF WAY) , SAID POINT
ALSO BEING THE NORTHWEST CORNER OF THE SERENOA PHASE 1 SUBDIVISION , AS RECORDED IN PLAT
BOOK 21 , PAGE 18 , PUBLIC RECORDS OF INDIAN RIVER COUNTY , FLORIDA. THENCE RUN N 00019'2111E (BASIS
OF BEARINGS ) ALONG THE SAID EAST RIGHT OF WAY LINE OF 12TH AVENUE , A DISTANCE OF 872 . 36 FEET TO
A POINT ON THE SOUTH RIGHT OF WAY OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT SOUTH
RELIEF CANAL (250' RIGHT OF WAY) ; THENCE RUN N 74021 '27"E ALONG SAID SOUTH RIGHT OF WAY LINE OF
THE SOUTH RELIEF CANAL, A DISTANCE OF 1166. 74 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF
THE INDIAN RIVER FARMS WATER CONTROL DISTRICT LATERAL "J" CANAL ( 160' RIGHT OF WAY) ; THENCE RUN
S 17051 ' 16"E ALONG SAID WEST RIGHT OF WAY LINE OF LATERAL "J" , A DISTANCE OF 2915. 94 FEET TO A
POINT ON THE NORTH RIGHT OF WAY LINE OF 5TH STREET S . W. ( REBEL ROAD - 80' RIGHT OF WAY) ; THENCE
RUN N 89°25'56"W ALONG SAID NORTH RIGHT OF WAY LINE OF 5TH STREET S .W. , A DISTANCE OF 688 . 44 FEET
TO THE SOUTHEAST CORNER OF TRACT L-3 , ACCORDING TO THE PLAT OF AFOREMENTIONED SERENOA
PHASE 1 ; THENCE RUN N 00° 34'02" E , A DISTANCE OF 47 . 42 FEET; THENCE RUN S 89025' 58"E , A DISTANCE OF
240 . 31 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF
275 . 00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
108031 '20", AN ARC DISTANCE OF 520. 87 FEET TO A POINT OF TANGENCY AND A POINT HEREINAFTER
REFERRED TO AS POINT "A'; THENCE RUN N 17°57' 18"W, A DISTANCE OF 544. 32 FEET TO A POINT OF
CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 1290. 00 FEET; THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35027147", AN ARC
DISTANCE OF 798 .44 FEET TO A POINT ON A NON-TANGENT CURVE , THE RADIUS OF WHICH BEARS N
61059'46"W, A DISTANCE OF 375. 00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 18019'25", AN ARC DISTANCE OF 119 . 93 FEET TO A POINT ON A RADIAL LINE ,
SAID POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE RUN S 80° 19' 1 VE , A DISTANCE OF 125 . 00
FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, THE RADIUS OF WHICH BEARS N
80° 19' 11 "W, A DISTANCE OF 500. 00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 27038'07" , AN ARC DISTANCE OF 241 . 16 FEET TO A POINT OF TANGENCY;
THENCE RUN N1705711816W, A DISTANCE OF 489 . 66 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO
THE SOUTHWEST HAVING A RADIUS OF 350 . 00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 83°01 ' 11 " , AN ARC DISTANCE OF 507 . 14 FEET TO A POINT
HEREINAFTER REFERRED TO AS POINT "C" AND ALSO BEING A POINT OF COMPOUND CURVATURE , CONCAVE
TO THE SOUTH, HAVING A RADIUS OF 3175 . 00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 09059'25", AN ARC DISTANCE OF 553. 60 FEET TO A POINT OF
COMPOUND CURVATURE , CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 350. 00 FEET; THENCE RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68042'3911, AN ARC
DISTANCE OF 419 . 73 FEET TO A POINT OF TANGENCY; THENCE RUN S 00019'27"E . A DISTANCE OF 331 . 54 FEET
TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1150. 00 FEET;
THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 060141511 , AN
ARC DISTANCE OF 125 .40 FEET TO A POINT OF TANGENCY ; THENCE RUN S 05055'24" E , A DISTANCE OF 71 . 04
FEET; THENCE RUN S 84 °04'36"W, A DISTANCE OF 62 . 58 FEET TO THE POINT OF BEGINNING .
. SAID PARCEL OF LAND CONTAINS 10 . 30 ACRES MORE OR LESS .
Legend & Abbreviations : ( symbols not scaleable for size )
PLS - PROFESSIONAL LAND SURVEYOR CR - COUNTY ROAD
PSM - PROFESSIONAL SURVEYOR & MAPPER R /W - RIGHT OF WAY
LB - LAND SURVEYING BUSINESS O. R . B . - OFFICIAL RECORD BOOK
& - CENTERLINE P . O. C. - POINT OF COMMENCEMENT
M - MEASURED VALUE P . O. B POINT OF BEGINNING
P - PLAT VALUE ,
SKETCH: OF- LEG9b . DESCRIPTION
EXHIBIT ' A ' NOT kABOUNDARY `SUR VEY
LEGAL DESCRIPTION FOR CONSERVATION EASEMENT
�JHIS SURVEY•`[5 ' N0T&&Dc1NIih01iT,fr1E r
MERIDIAN SIGNA'RD 1}fE ORIGINAL RAiStb>SEA -- ? OF:'< ',
LAND SURVEYORS THE FLORIDA,"'U' =YOR-'P.NDNIM)PER
_,. •" v B
1717 INDIAN RIVER BLVD , SUITE 201NAMED ELbW. %` cm'
VERO BEACH, FL. 32960 LB96905. J r ;
PHONE: 772-794-1213, FAX: 772 -794-1096 .y ^ \ -7 .
E-NIIAIL: LB6905(@,,BELLSOUTH.NET CHARLES H. ' BLA14boARD,;, ASJ.C#5755
MWS-035-SERENO.,CE305-035-CE_TR-ldw% V29/201433432 PM • . (( ".'' , PA "E. 2 OF 10
SKETCH OF LEGAL DESCRIPTION
THIS SURVEY IS NOT VALID AND IS
INCOMPLETE WITHOUT PAGES 1 OF
10 THROUGH 10 OF 10.
P. 0. C.
POINT ':4 0
P.OB
�a0 A�2o1
L3 9 ,go
G101M1t
71fOW N 82°0 49 9 "I�/ (RADIAL)
J A 2
L1G
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
Cl 82°43'51 " 100 . 00' 144 .39' 88 . 05' 132 . 17' S 49012'06"W
LINE BEARING DISTANCE
Ll N 89025'58"W 30 . 30'
L 2 N 00034'02" E 103 . 86'
L 3 S 82009'57" E 130 . 54'
EXHIBIT " A "
SKETCH FOR GRAPHIC SCALE
CONSERVATION 100 0 50 , 00
EASEMENT �III
SKETCH OF LEGAL DESCRIPTION ( IN FEET )
NOT A BOUNDARY SURVEY North 1 inch = 10
0 ft .
PROJ. NO. 05- 085- CE
DWN . BY: C. H . B . DATE: 01 - 23 - 14
CKD . BY: J. E. K . MERIDIANI
LAND SURVEYORS
THIS PLAT AND REPORT ARE NOT VALID R7THOUT THE SIGNATURE AND 1717 INDIAN RIVER BLVD, SUITE 201
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR VERO BEACH, FL, 32960 LB46905
AND MAPPER NAMED HEREON VA-IICH SIGNATURE AND SEAL MAY BE PHONE: 772-794- 1213 , FAX: 772-794- 1096
FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND E-NTAIL: LB6905QBELLSOUTH. NET
SPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER,
KVS-0 S-SERENOkCE\05-0 S5 E iR-2AWv 1/29/2014 IN.49 PM PAGE 3 OF 10
SKETCH OF LEGAL DESCRIPTION
( NOT A SURVEY)
Report of Survey: ( Project # 05 - 085 — CE )
* TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L. B. d.b. a. MERIDIAN LAND SURVEYORS #6905
1717 INDIAN RIVER BOULEVARD, SUITE 201 , VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE :
CHARLES H . BLANCHARD , P . S . M . #5755
LEGAL DESCRIPTION : CONSERVATION AREA " 2 "
A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTION 24 , TOWNSHIP 33 SOUTH , RANGE
39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS :
COMMENCING AT THE HEREIN BEFORESAID POINT "A", RUN S 58048'2861W2 A DISTANCE OF 190. 01 FEET TO THE
POINT OF BEGINNING, SAID POINT OF BEGINNING BEING A POINT ON A NON-TANGENT CURVE , CONCAVE TO
THE NORTHWEST, HAVING A RADIAL BEARING OF N 820093491'W, A DISTANCE OF 100 . 00 FEET; THENCE RUN
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8204315111, AN ARC
DISTANCE OF 144 . 39 FEET TO A POINT OF TANGENCY; THENCE RUN N 89 °25'58"W, A DISTANCE OF 30 . 30 FEET;
THENCE RUN N 00034102"E , A DISTANCE OF 103 . 86 FEET; THENCE RUN S 82 °09'57"E , A DISTANCE OF 130 . 54
FEET TO THE POINT OF BEGINNING ,
SAID PARCEL OF LAND CONTAINS 0 . 23 ACRES MORE OR LESS .
Legend & Abbreviations : ( symbols not scaleable for size )
PLS - PROFESSIONAL LAND SURVEYOR CR - COUNTY ROAD
PSM - PROFESSIONAL SURVEYOR & MAPPER R/W - RIGHT OF WAY
LB - LAND SURVEYING BUSINESS O. R . B . - OFFICIAL RECORD BOOK
G. - CENTERLINE P. O. C. - POINT OF COMMENCEMENT
M - MEASURED VALUE
P PLAT VALUE
P. 0. 8 - POINT OF BEGINNING
-
EXHIBIT " A „ SKETCH OF LEGAL DESCRIPTION
LEGAL DESCRIPTION FOR CONSERVATION EASEMENT NOT A BOUNDARY SUR BEY
MERIDIAN
LAND SURVEYORS THIS SURVEY IS NOT VALID AND IS
1717 INDIAN RIVER BLVD , SUITE 201 INCOMPLETE WITHOUT PAGES 1 OF
VERO BEACH, FL, 32960 LB96905 10 THROUGH 10 OF 10.
PHONE : 772494- 1213, FAX : 772- 794-1096
E-i14AIL: LB6905QBELLSOUTH.NET
M%OS-035-SMWOA,CE\05-05LETR-2dn 11n1201413SA PM PAGE 4 OF 10
SKETCH OF LEGAL DESCRIPTION
THIS SURVEY IS NOT VALID AND IS
INCOMPLETE WITHOUT PAGES 1 OF
10 THROUGH 10 OF 10.
C2
COAGERVA77OA(
AAS4 '4?'
c ,
O\�v
POB
QP
ti
Ss0on
92 Ag�k
61,7e
LINE BEARING DISTANCE
Ll N 14023' 17" E 35 . 57'
L2 S 33008'23"W 35 . 57'
P. 0. C.
PO/NT A '"
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
Cl 15034'04" 540 . 00' 146 . 72' 73 . 82' 146 . 27' N 66014' 10"W
C2 198045'06" 80 . 00' 277 . 51 ' 157 . 86' S 66014' 10"E
EXHIBIT " A "
SKETCH FOR GRAPHIC SCALE
CONSERVATION 100 0 50 100
EASEMENT ®I�I�
SKETCH OF LEGAL DESCRIPTION ( IN FEET >
NOT A BOUNDARY SURVEY North 1 inch = 100 ft .
PROJ , NO. 05 - 085 - CE
DWN . BY: C . H . B . DATE : 01 - 23- 14
CKD . BY: J . E. K . MERIDIAN
LAND SURVEYORS
THIS PLAT AND REPORT ARE NOT VAIJD WITHOUT THE SIGNATURE AND 1717 INDIAN RIVER BLVD, SUITE 201
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR VERO BEACH, FL. 32960 LB96905
AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE PHONE : 772 -794 - 1213, FAX: 772-794- 1096
FOUND AT THE END OF THE ATTACHED REPORT, THE PLAT AND E-MAIL: LB6905 Q BELLSOUTH. NET
EPORT ARE- NOT FULL AND COMPLETE WITHOUT ONE ANOTHER,
ALV5-085-SERENOA CE\05-085{E TR-3.dvi% 189/2014 3:3535 PM PAGE 5 OF 10
SKETCH OF LEGAL DESCRIPTION
( NOT A SURVEY)
Report of Survey: ( Project # 05 - 085 — CE )
* TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L. B. d.b. a. MERIDIAN LAND SURVEYORS #6905
1717 INDIAN RIVER BOULEVARD, SUITE 201 , _ VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE :
CHARLES H . BLANCHARD , P . S. M . #5755
LEGAL DESCRIPTION : CONSERVATION AREA " 3 "
A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTION 24 , TOWNSHIP 33 SOUTH , RANGE
39 EAST, INDIAN RIVER COUNTY , FLORIDA , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS :
COMMENCING AT THE HEREIN BEFORESAID POINT "A" , RUN N 56033144"W, A DISTANCE OF 926, 41 FEET TO THE
POINT OF BEGINNING , SAID POINT OF BEGINNING BEING A POINT ON A NON-TANGENT CURVE , CONCAVE TO
THE SOUTH , HAVING A RADIAL BEARING OF S 31032152"W, A DISTANCE OF 540 . 00 FEET; THENCE RUN
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15034'04", AN ARC DISTANCE OF
146 . 72 FEET TO A POINT; THENCE RUN N 14023' 17"E , A DISTANCE OF 35 . 57 FEET TO A POINT OF CURVATURE
OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 80. 00 FEET; THENCE RUN EASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 198045'06"2 AN ARC DISTANCE OF 277 . 51
FEET TO A POINT OF TANGENCY ; THENCE RUN S 33008'23"W, A DISTANCE OF 35. 57 FEET TO THE POINT OF
BEGINNING ,
SAID PARCEL OF LAND CONTAINS 0 . 07 ACRES MORE OR LESS .
Legend & Abbreviations : ( symbols not scaleable for size )
PLS - PROFESSIONAL LAND SURVEYOR CR - COUNTY ROAD
PSM - PROFESSIONAL SURVEYOR & MAPPER R/W - RIGHT OF WAY
LB - LAND SURVEYING BUSINESS O. R. B . - OFFICIAL RECORD BOOK
C. - CENTERLINE P . O. C. - POINT OF COMMENCEMENT
M - MEASURED VALUE
P PLAT VALUE
P. 0. 6 - POINT OF BEGINNING
-
EXHIBIT " A "
SKETCH OF LEGAL DESCRIPTION LEGAL DESCRIPTION FOR CONSERVATION EASEMENT NOT A BOUNDARY SURVEY
MERIDIAN
LAND SURVEYORS THIS SURVEY IS NOT VALID AND IS
1717 INDIAN RIVER BLVD , SUITE 201 INCOMPLETE WITHOUT PAGES 1 OF
VERO BEACH, FL, 32960 LB96905 61 10 THROUGH 10 OF 10.
PHONE : 772-794- 1213, FAX: 772 -794- 1096
E-,NIAIL,: LB6905gBELLSOUTH. NET
M\05-085-SERENOA CE\05 85{E TR-3.dn, 1/25/2014 3:35:35 PM PAGE 6 OF 10
SKETCH OF LEGAL DESCRIPTION
THIS SURVEY IS NOT VALID AND IS
INCOMPLETE WITHOUT PAGES 1 OF
10 THROUGH 10 OF 10.
P. 0. Co
POINT 'B "
N\o� POB
gp�gL
L4
Cg RADIgL L1
V
20
COA6SWA7701V
AAS4 4' V
C3 ti
0
N
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
Cl 22012'27" 325 . 00' 125 . 97' 63 . 78' 125 . 18' S 24030'52"W
C2 87035'31 " 25 . 00' 38 . 22' 23 . 97' 34 . 60' S 79024'52"W
C3 06°29'31 " 1165 . 00' 132 . 00' 66. 07' 131 . 93' N 60002'09"W
C4 02002' 10" 1290 . 00' 45 . 84' 22 . 92' 45 . 84' S 62015'49" E
C5 10029' 15" 200 . 00' 36 . 61 ' 18 . 36' 36 . 56' N 18039' 16" E
LINE BEARING DISTANCE
Ll S 77°02' 14"W 54 . 92'
L 2 S 35037'06"W 51 . 18'
L 3 N 26043'06" E 125 . 00'
L 4 S 76035'22" E 125 . 00'
EXHIBIT " A "
SKETCH FOR GRAPHIC SCALE
CONSERVATION 100 0 so 100
EASEMENT
SKETCH OF LEGAL DESCRIPTION IN FEET )
NOT A BOUNDARY SURVEY North 1 inch - 108 ft .
PROJ. NO. 05- 085- CE
DWN . BY: C. H . B . DATE: 01 - 23 - 14
CKD. BY: J. E. K . MERIDIAN
LAND SURVEYORS
THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNANRE AND 1717 INDIAN RIVER BLVD, SUITE 201
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR VERO BEACH, FL, 32960 LB:/6905
AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE PHONE : 772 -7944213, FAX: 772494- 1096
FOUND AT THE END OF THE ATTACHED REPORT, THE PLAT AND E-MAIL: L1169056413 ELLSOUTH. NET
EPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER,
KLOS-WS-SERENOACE\DS-05{ETR-4,dwg, 1/29/20143:35:50PM PAGE 7 OF In
SKETCH OF LEGAL DESCRIPTION
( NOT A SURVEY)
Report of Survey: ( Project # 05 - 085 — CE )
* TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L. B. d.b. o. MERIDIAN LAND SURVEYORS #6905
1717 INDIAN RIVER BOULEVARD, SUITE 201 , VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H . BLANCHARD , P . S . M . #5755
LEGAL DESCRIPTION : CONSERVATION AREA " 4 "
A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTION 24 , TOWNSHIP 33 SOUTH ,
RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS :
COMMENCING AT THE HEREIN BEFORESAID POINT " B" , RUN S 7700214"W1 A DISTANCE OF 54 . 92 FEET TO
THE POINT OF BEGINNING , SAID POINT OF BEGINNING BEING A POINT ON A NON-TANGENT CURVE,
CONCAVE TO THE WEST, HAVING A RADIAL BEARING OF N 7603522"W1 A DISTANCE OF 325. 00 FEET; THENCE
RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22012'27", AN ARC
DISTANCE OF 125 . 97 FEET TO A POINT OF TANGENCY; THENCE RUN S 35°37'06"W, A DISTANCE OF 51 . 18
FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25 . 00
FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
87035'31 ", AN ARC DISTANCE OF 38. 22 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
TO THE SOUTHWEST, HAVING A RADIUS OF 1165. 00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 06029'31 ", AN ARC DISTANCE OF 132 . 00 FEET TO A POINT;
THENCE RUN ON A RADIAL LINE N 26043'06"E , A DISTANCE OF 125. 00 FEET TO A POINT OF CURVATURE OF A
NON-TANGENT CURVE , CONCAVE TO THE SOUTHWEST, THE RADIUS OF WHICH BEARS S 26043'06"W, A
DISTANCE OF 1290 . 00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 02002110", AN ARC DISTANCE OF 45 . 84 FEET TO A POINT ON A NON-TANGENT CURVE ,
CONCAVE TO THE WEST, THE RADIUS OF WHICH BEARS N 6600610711W, A DISTANCE OF 200. 00 FEET; THENCE
RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10029' 15", AN ARC
DISTANCE OF 36 . 61 FEET TO A POINT ON A RADIAL LINE ; THENCE RUN S 76035'22" E , A DISTANCE OF 125 . 00
FEET TO THE POINT OF BEGINNING .
SAID PARCEL OF LAND CONTAINS 0. 63 ACRES MORE OR LESS .
Legend & Abbreviations : ( symbols not scaleable for size )
PLS - PROFESSIONAL LAND SURVEYOR CR - COUNTY ROAD
PSM - PROFESSIONAL SURVEYOR & MAPPER R/W - RIGHT OF WAY
LB - LAND SURVEYING BUSINESS O. R . B . - OFFICIAL RECORD BOOK
C. - CENTERLINE
M P . O. C. - POINT OF COMMENCEMENT
- MEASURED VALUE
PPLAT VALUE P. O. B - POINT OF BEGINNING
� -
EXHIBIT " A „ SKETCH OF LEGAL DESCRIP77ON
LEGAL DESCRIPTION FOR CONSERVATION EASEMENT NOT A BOUNDARY SURVEY
MERIDIAN
LAND SURVEYORS THIS SURVEY IS NOT VALID AND IS
1717 INDIAN RIVER BLVD , SUITE 201 INCOMPLETE WITHOUT PAGES 1 OF
VERO BEACH, FL. 32960 LB96905 61
10 THROUGH 10 OF 10.
PHONE : 772-794 - 1213 , FAX : 772-794- 1096
E-MAIL: LB6905QBELLSOUTH.NET
Al1OS-03S-SERENO .CE\OS-03S{ETR4Awg, Vn/2014 3:3559 PM PAGE 8 OF 10
SKETCH OF LEGAL DESCRIPTION
THIS SURVEY IS NOT VALID AND IS
INCOMPLETE WITHOUT PAGES 1 OF
10 THROUGH 10 OF 10.
P. 0. C.
PO/NT 'C "
J
P.0.6t
G 2 73
o r
N
W O COA669Y4`77ON
.�4 57
C1
LINE BEARING DISTANCE
Ll S 00°45' 15"W 307. 09'
L2 S 12013'08" E 77 . 65'
L 3 N 15001 '09"W 77 . 65'
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 177011 '59" 68 . 37' 211 . 46' 2797. 45' 136 . 70' S 76022'52"W
C2 02048'01 " 2875 . 00' 140. 51 ' 70 . 27' 140 . 50' N 76022'52"E
EXHIBIT " A "
SKETCH FOR GRAPHIC SCALE
CONSERVATION 100 0 50 100
EASEMENT ( 4
SKETCH OF LEGAL DESCRIPTION 7
IN FEET
NOT A BOUNDARY SURVEY North 1 inch = 10d
ft .
PROJ. NO. 05- 085- CE
DWN . BY: C. H . B . DATE: 01 - 23 - 14
CKD . BY: J. E. K . MERIDIAN
LAND SURVEYORS
THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND 1717 INDIAN RIVER BLVD, SUITE 201
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR VERO BEACH, FL, 32960 LBn6905
AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE PHONE: 772-7944213, FAX: 772 -794 - 1096
FOUND AT THE END OF THE ATTACHED REPORT, THE PLAT AND E-MAIL: LB6905a BELLSOUTFLNET
EPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER,
MHOS-0SS-SERENO SEkM-085{ETR-S.dwg. 1/2980143:36:14 PM PAGE 9 OF 10
SKETCH OF LEGAL DESCRIPTION
( NOT A SURVEY)
Report of Survey: ( Project # 05 - 085 — CE )
* TYPE OF SURVEY: SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY
* THIS SURVEY PERFORMED BY:
HOUSTON , SCHULKE, BITTLE & STODDARD, INC. L. B. d.b.a. MERIDIAN LAND SURVEYORS #6905
1717 INDIAN RIVER BOULEVARD, SUITE 201 , VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H . BLANCHARD , P . S . M . #5755
LEGAL DESCRIPTION : CONSERVATION AREA " 5 "
A CONSERVATION EASEMENT BEING A PORTION OF LAND LYING IN SECTION 24 , TOWNSHIP 33 SOUTH , RANGE
39 EAST, INDIAN RIVER COUNTY , FLORIDA , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE HEREIN BEFORESAID POINT "C" , RUN S 00°45' 15"W, A DISTANCE OF 307 . 09 FEET TO THE
POINT OF BEGINNING ; THENCE RUN S 12 ° 13'08" E , A DISTANCE OF 77 . 65 FEET TO A POINT OF CURVATURE OF A
CURVE CONCAVE TO THE NORTH , HAVING A RADIUS OF 68. 37 FEET; THENCE RUN SOUTHERLY AND
WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 177011 ' 59" , AN ARC DISTANCE
OF 211 . 46 FEET TO A POINT OF TANGENCY ; THENCE RUN N 15°01 '09"W ON A RADIAL LINE , A DISTANCE OF
77 . 65 FEET TO A POINT ON A CURVE , CONCAVE TO THE SOUTH , HAVING RADIUS OF 2875. 00 FEET; THENCE
RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02048'01111 AN ARC
DISTANCE OF 140. 51 FEET TO THE POINT OF BEGINNING .
SAID PARCEL OF LAND CONTAINS 0.41 ACRES MORE OR LESS .
Legend & Abbreviations : ( symbols not scaleable for size )
PLS - PROFESSIONAL LAND SURVEYOR CR - COUNTY ROAD
PSM - PROFESSIONAL SURVEYOR & MAPPER RAW -' RIGHT OF '%11AY
LB - LAND SURVEYING BUSINESS O. R . B . OFFICIAL RECORD BOOK
& - CENTERLINE P . O. C. - POINT OF COMMENCEMENT
(M) - MEASURED VALUE P . 0. 8 - POINT OF BEGINNING
P - PLAT VALUE
SKETCH OF LEGAL DESCRIPTION
EXHIBIT " A " NOT A BOUNDARY SURVEY
LEGAL DESCRIPTION FOR CONSERVATION EASEMENT
MERIDIAN THIS SURVEY IS NOT VALID AND IS
LAND SURVEYORS INCOMPLETE WITHOUT PAGES 1 OF
1717 INDIAN RIVER BLVD , SUITE 201 10 THROUGH 10 OF 10.
VERO BEACH, FL. 32960 LBiq6905
PHONE : 772-7944213, F.a.Y: 772 -794- 1096
E-' IAIL: LB6905QBELLSOUTH. NET
MA05-085-SERENOaCE\05-085-CE_TR-Sdvg. VnI2014 IM5 PM PAGE 10 OF 10