HomeMy WebLinkAbout1983 - (Mylar) Plat Book•
j
i
NO
BEARING
CHORD
DELTA
RADIUS
LENGTH
TAN
Cl
N87032'46"W
122.92
16*27'11"
429.54
123.35
62.10
C2
N39013'38"E
155.56
90°00'00"
110.00
172.79
110.00
C3
S05 ° 46' 22" E
30.00
180 ° 00' 00"
15.00
47.12
C4
N05 ° 46' 22" W
30.00
180 ° 00' 00"
15.00
47.12.
C5
S18023'00"W
42.78
269002'26"
30.00
140.87
30.51
C6
N61 °26' 05"W
28.20
68°40' 35"
25.00
29.97
17.08
C7
S39°13'38"W
141.42
90000'00"
]00.00
157.08
100.00
AME U) - C8 S50°46' 22" E 35.36 90000' 00" 25.00 39.27 25.00
•2�A , J - o �,9 C9 S87 ° 32' 46" E 125.78 16 ° 27' 1 1 " 439.54 126.22 63.55
N6'1�3a'g2 J , qq��.e- ; 61 .65' '�N\S• u� SS �� �� w C10 N44026� 27'� E 33.25 i 12028' 450 20.00 39.26 29.92
Cil N45 33 34 W 22.23 67 31 15 20.00 23.57 13.37
63•�605� S85 53 13 93 v 6a (�� • S A C12 N87°32' 46"W 120.06 16027' 11" 419.54 120.47 60.65
S\4 ,n °
�' �56 ' ' es s�•o f S4 C 13 S48 ° 28' 22" W 23.37 71 ° 30' 32" 20.00 24.96 14.40
alp, C14 N50046' 22"W 53.69 233901' 04" 30.00 122.01 60.15
qq• O �%` S,o ! C 15 S39 ° 13' 38" W 30.00 180 ° 00' 00" 15.00 47.12
no-3.26, • FiV A Q C16 N39013; 380E 30.00 180000' 00" 15.00 47.12
'�i /2 6
i5�` T
^ .:� C17 N29 58 54 E 23.37 71 30 32 20.00 2.4.96 14.40
5� >>0 00 �R� j ', v • �� C 18 N39 013' 38" E 169.71 90000,001, 120.00 188. 50 120.00
C19 N74 02 43 E 17.68 20°21' 51" 50.00 17.77 8.98
s, Z o SSa3e / , C 1 C20 S33°39' 04" E 70.72 124° 14- 36" 40.00 86.74 75.62
34%66•\ / / 0 C21 S89033' 35"W 70.03 122010' 43" 40.00 85.30 72.43
W C22 N62 33' 43 W 10.95 66 25' 19" 10.00 1 1 59 6.55
Q�� `sr QS- •'�j �� 15=� SS'!!. \ \ /�lO,/0'/ 94 'rF C23 S39 ° 13' 38" W 120. 21 90000,001, 85.00 133.52 85.00
Cs 'O O O O' •, \ , ti oo, R C C24 S50 °46' 22" E 14.14 90 ° 00' 00' 10.00 15.71 10. 00
3 P.R.M.--t} !! Sso`S3' SS6° R�� C25 N88059' 22"E 75.47 9031' 28 454.54 75.56 37.87
1 \ 0 3 s4, C26 S82 47' 02' E 54.93 6 55' 43 454.54 54.97 27.52
p /! 32' 6 C27 N82 ° 47' 02" W 48.89 6 ° 55' 43" 404.54 48.92 24.49
G�V a�� C28 S88 ° 59' 22" W 67.17 9 ° 31' 28" 404.54 67.25 33.70
` ' 16! 4' o _o C29 S37 32 00'W 37.01 55 06 41 40.00 38.48 20.87
o � oo / , l e93 w5,, �o ti� C30 N86 ° 24' 59" W 38.17 56 ° 59' 23" 40.00 39.73 21.71
�O '� MAq 4 \� ,� 9S 3 C31 N 36 ° 36' 41 " W 29.07 42 ° 37' 13" 40.00 29.75 15.60
ti
v °4%/ S „�D P� \ S' IN C32 N00 ° 18' 04" W 20.71 30 ° 00' 00" 40.00 20.94 10.72
o�^'! C33 N41 °35' 16E 36.18 53°46 41" 40.00 37.54 20.28jti68.60 35.06..
00
S `9- CONSTRUCTIOJE
NE ( TYPICAL) ^> / �/ \ti C35 N40028' OWE 79.51 34° 15' 08" 135.00 80.71 41.60
G� PO/�1 •� O N. o ! ti/ �Eo96 SS C36 N70 ° 54' 36" E 62.19 26 ° 38' 04 135.00 62.76 31.96
cc,
C37 N82 36 09 W 54.92 6 33'S6 479.54 54.95 27.51
T76 N86 ° 37' 10\s0o_SC38 S89°10'15"W 82.65 9°53' 15" 479.54 82.75 41.48
y'00'9S �59,, ! ti h0 �„? F C39 N39°13' 38"E 84.85 90°00' 00" 60.00 94.25 60.00
\ F ooti sC40 S87°15' 09" W 6.86 6°03'02 65.00 6.86 3.44
` $ / !\ o
" e
�uofN7 2�00�' '41 S70 9 I 1 W 76.01 27 28 55 160.00 76.74 39.13
P.R.M. I� ��95• T24\ �C42 S40 37' 47"W 88.82 32°13' S2 160.00 90.01 46.23
Gqj F!`j0, ! N`8o - m 4S C43 SO °29' 54"W 82.91 30°02' 01 160.00 83.87 42.92
T71-- p �� QC44 5°46'22"E .71 0° 15' 12 160.00 .71 .35
�C°�h/ ��/ R/W LINE p N84•13_3`� ! ! 98� 4• tv - f 34, • BS;�Sa 0�\ S C45 26 °40' 57" W 53.01 48 °07' 38" 65.00 54.60 29.03
1 / cx.c S� 76.33'C 19 \O '�• ! ! k o �s, S-� C S06 620; 28 " E 20.25 17 ° 55' 13" 65.00 20.33 10. 25
'P. C.P. T 13 c'O r� / �a;C,u S�
I • f�. \ N84•13' 38_E� 0 00 \ /� _ C48 S82 ° 33' 32" E 54.64 49 ° 42' 25 65.00 56.39 30.11
O.4 •„�® oo� PR.M. x 12
9•. / . f rn C49 N50°08'52"E 49.62 44652'46" 65.00 50.91 26.84
►=1 T10 W to C50 N88°59 22E 63.02 9631 28 379.54 63.09 31.62 niI
3 �`SG 04 or 4B •�4� C51 S82 °47' 02" E 45.87 6 ° 55' 43 379. 54 45.90 22.98
w / �/ C I cD t- 1 - a- 2 Ssa
90.00' H rs / G; II 4 2 V Ip I� v Sol�p IOs,�4.S
w uyl -t 9r66 Gy02 =' �ti� J� o :Coos}) 6•S" S S
cNv �ml;r cut/ T6> G1 / T23 1 Z o ° ry
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a _ / 35 23' q` C21 p�10' to v \ z 40
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N ~IvLO
oNi 1 �/ 25' /G2 / \23�22' 1 " aj 1 3 ► a 1 V o - m ` \S �•`�4- f 103 n
3 rn
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cr ofii v I 10 1 0� l ,., 20 a 1 -1
S82°49 26"E I 2� vI 10 cn
171 la 1� ^Q to \ �Irn
90.39 S82°4y26"E / I OD /21
P.C.P. 1 cn
l�
I 127. g7. T63 T64 T65 f RC. I� I I U •'-PR.M. f�1
w / C38
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I �C44 o N T21 C37
I 181.89, - -� 56,• rONSTRO z m, to
N a co H ~ S84' 13' 38,. W 1 N79 8s 11 " CTIOy SET rn
.�1� = H� rl H 1 f- 6 C25 C �00. 84Ck r
N a 13 !ni:. F-1 31 R/K1 LINE , E 189.44' 1 T1 P.C.P. 26 LA
S79.19° „ rti N79°19� ii'� - LjN� �� 1
Z
o �° . o o N N84' 13 38 _ C9 P.C. P. 48.5 11 98, N v
t °
_ c+ _ - _ _ A - - -- - - - -\ _ s o r
Nm N84°13' 38 E a � -o - �?� 10�9 11,.E �m � 19, 1,"� ._ _. _ _ , ,..
Tivl°v z I �Oh ,�'� Gti ° S ° 3, 38" w 254.90 o a.1 ti l 0.00, 1 � 4 l N1
Z p 1 0 1; v o P.C.P. S84 1 -_ _--- C 7 2 a R S?� �9, 1„ a�'i N79 �6p� T 102 rn
221.62 C27 LANE S79 19,
•oo s N _ OBI 1 1s
1 �, �� Iv, I 'C660 ,r° Z g84.13 38'W , 50.93_ e----- C28 1V 98.OQ, E ►- 11 "W-�
90.27' r7 U rPR.M. G53 100.00 S84' 13' 38 W m 64.4q� - N71°°Et 406.23 S79 1 , R/ LIHE N S84 ° 13' 38 W sn ^� N79 •� 1 •
�0`, •riS, Qs� N i et N Vj S84" 13' 38"W . N . ' 38" E C50 - ~ C5] 19 11 "w ]00. 9 19 11 "w 4 �52 DO
�r F r I g5.01 6,. W , E u .159 G� ►- N84.13' 38" E ---- N8 50 93' - r S7s • 19, N79' 19'`00 „ ,v7g .19 ° 52N ,
S81'36� 18„E �" I 57A•"I 5 A'A11 55� n� �'� '� °) N84•13' 38"E '100 00� NE s4 4''�1"E ~ 1j W 11"W 431.
rn 60. 0p, 80.98' g� '( "f5 4 G�' 90' 4 SET8ACK LI 4 �� S7 99. 49r 0$'
F N N85 °25' 27" W 6.,E 6 �,� h %`_ 63 •Z`�` CONSTRUCTIO pD�- 1�E
f a TRACT �A' S85'25' 27� E E' N7A•93 \\ g'\ �h C30 ag .00 ` �7g�9, o J55.3j
80.98, 2\ .9 �p fig. 49 1 E ti N�9 • j 9 1 " `v 0 r"
3 P. R.M. u'6`o O , o� C48 r'
a I_ �\ p- C' O 3 3 �' 5�•RiW ' P. C.P.
__ J36,g0;1E� LINE
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rn r' a nl v �/
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- 89. 20g•59, f N-
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105.00'_ _ 100_00' T44 "T42 88'�2, - a
�•� _ _ _ a ,, 7a.00 u s7. - _100.0 , N LOCATION SKETCH
�V7'00' T97 _ _ _ 165_47' ,_ _ - - - 105_00' S84'o 30 38' W S84 13 38 W N 7 ., 9, „ W 001_ o^
9 1Op_ - a
f� O` 120.00 - _ 157_76 ,� 105. � P.R.M. T6 10p. i - -99. _, o `
S84•13 38" W 150.05' S84' 13' 38 ' W N7 00 49 N
9 1 g' 11 " Iy 99 �49
S� S84'13'37"W CENTERLINE DRAINAGE EASEMENT ,
O, 0 99. q , ? -p o •
B 115.0 9
N � a
7
S84'13' 39'w DENNY R. HENDRY 9 19,,,,,W 1�1
T7 BK"510. PG°708
1 • W � N
P.R.M. 218,84, rn rn
r n N79.19' 1 "W �100 40
27.06 1
T4
P.R.Msk
Al
�
SECT! OF THE FLEMING GKA T _-P.C.P.
V 1 0""" kY r", Zi I s Op", U T_ H
AGE. E A S` T
C I "I" Y Amu" F S E Em AAO" I A
F In
I A 'N'! 1"'i" I V E R' V`A U i\!" T Y., L 0 R I D"' A
NO BEARING DISTANCE
T 1 S81 ° 34' 36" E 30.00
T2 N 10 ° 57' 25" W 39.55
T3 S56 ° 34' 55" E 35.49
T4 N79 ° 19' 11 " W 27.06
T5 N79019' 11"W 4.03
T6 N79 ° 19' 1 1 " W 4.03
T7 S84 ° 13' 38" W 5.00
T8 N43024' 02"W 34.00
T9 N05 ° 36' 46" W 41.23
T 10 S84.13' 38" W 38.77
TI 1 S05.46' 22" E 50.00
T12 N05°46' 22"W 51.72
T13 N84 ° 13' 38" E 62.16
T14 S84°13' 38'W 44.17
T 15 S05 ° 46' 22" E 50.00
T 16 N84 ° 13' 38" E 30.46
T17 N05040' 30"W 55.58
T 18 N06 ° 50' 50" W 5.06
T 19 N06 ° 50' 50" W 5.06
T20 N84 ° 13' 38' E 13.67
T21 S84°13'38"W 23.01
T22 N05 ° 46' 22" W 35.00
T23 N84 ° 13' 38" E 35.23
T24 S84 ° 13' 38" W 79.47
T25 S84 ° 13' 38" W 10.53
T26 S05.46' 22" E 44.93
T27 N79 ° 19' 1 1 " W 4.26
T28 S79 ° 19' I 1 " E 4.49
T29 N 10 ° 40' 49" E 25.00
T30 N 10 ° 40' 49" E 25.00
T31 S10040' 490W 25.00
T32 S 10 ° 40' 49" W 25.00
T33 S10°40' 49'W 10.00
T34 S I O ° 40' 49" W 10.00
T35 N10040' 49"E 10.00
T36 N 10 ° 40' 49" E 10.00
T37 N10.40' 49" E 25.00
T38 N 10 ° 40' 49" E 25.00
T39 S03.45' 06"W 25.00
T40 S03 ° 45' 06" W 25.00
T41 S03.45' 06"W 10.07
T42 S03 ° 45' 06" W 10.07
T43 N05 ° 46' 22" W 10.00
T44 N05.46' 22" W 10.00
T45 N05 °46' 22" W 25.00
T46 N05 ° 46' 22" W 25.00
T47 S05 ° 46' 22" E 25.00
T48 S05 ° 46' 22" E ' 25.00
T49 S05 ° 46' 22" E 10.00
T50 S05°46' 22"E 10.00
T51 N05 °46' 22" W 10.00
T52 N05 ° 46' 22" W 10.00
T53 N05 ° 46' 22" W 25.87
T54 N32°04� 43��E 25.00
T55 N32004' 43"E 25.00
T56 N32004 43" E 2.06
T57 N 32° 04 4Y E 2 06
T58 N74041' 56" E 25.00
T59 N74.41' 56" E 25.00
T60 S74.41' 56" W 27.21
T61 S74.41' 56" W .54
T62 S74.41' 56" W .54
T63 S82.49' 26" E 19.00
T64 S82.49' 26" E 16.25
T65 S82 ° 49' 26" E 25.75
T66 N59 • I O' 49" W 25.18
T67 N59' 10' 49" W 25. 18
T68 N59' 10' 49" W 16.62
T69 N59 ° 10' 49" W 11.55
T70 N59' 10' 49" W 11.55
T71 N37'49' 05" W 3.25
T72 S37' 49' 05" E 19.96
= �T73 S37.49'-05" E---25.09_
T74 N12.56' 37"W 25.
T76 'S12'SE' 37" E 2.F�ll
777 N 12.56' 37" W 50 .
` 778 S09' 46' 04" i 5 J60
T79 S09.46'04"W 20:93
T80 S09' 46' 04" W 25.57
Tel SG I •31' 46" E 31 00
T82 N I O' 48' 18" E 59.96
T83 N36' 10' 19" E 23.64
T84 N36' 10' 19" E 47.75
T85 S33025' 05" W 22.75
T86 N 10° 48' 18" E 26.08
T87 S 10' 40' 49" W 25.17
T88 NIO'40' 49"E 25.00
T89 N I O.40' 49" E 25.00
T90 S 1 O ° 40' 49" W 25.00
T91 SI0°40' 49"W 25.00
T92 N 10.40' 49" E 25.00
T93 N I o' 40' 49" E 25.00
T94 N56•34' 55" W 35.49
T95 S40.34'44"W 37.79
T96 S02°42'47"W 21.03
T97 S43'24' 01 " E 8.75
T98 S43'24' 01"E 12.63
T99 S43'24' O1"E 12.63
T100 N78.12' 04" E 25.00
T1 OI N78' 12' 04' E 25.00
T102 N78'12' WE 25.00
T103 N76' 12' 04" E 25.00
OWNERS
POINT-O-WOODS PARTNERSHIP
MORTGAGE HELD BY
JAMES C. AND JACQUELINE D. SCHREUR
PAGE NO 474
STATEMENTS OF INTENT
CERTIFICATE OF CLERK
TRACT 'A', A 15 FOOT WIDE FRONT YARD UTILITY EASEMENT PER LOT ADJACENT
TO THE RIGHT-OF-WAYLINE, A 5 FOOT WIDE SIDE YARD UTILITY EASEMENT STATE OF FLORIDA
COUNTY OF INDIAN RIVER
PER LOT AND THE INGRESS EGRESS EASEMENT SHOWN HEREON ARE NOT
DEDICATED TO THE PUBLIC AND WILL NOT BE IMPROVED OR, MAINTAINED BY THE CITY
I HEREBY CERTIFY THAT I HAVE EXAMINED THEi FOREGOING PLAT AND IT
r,E- THEREOF BY
UNTIL THERE IS A FORMAL ACCEPTANCE OF THESE EASEMENTS OR ANY PART THE OF CHAPTER Pl-GRIDA
4 C7 IREMFV_j7',l
THE CITY. ALL OF THE ABOVE EASEMENTS SHALL BE DEDICATED TO THE PROPERTY COMPLIES IN FORM WITH ALL THE
STATUTES, AND WAS FILED FOR RECORD ON' danaa,-y' 14
OWNERS FOR THEIR USE AND SHALL BE MAINTAINED bY THE FkOFERTY OWNERS. THE COST
OF MAIN'rENANCE SHALL BE SHARED EQ",)Al,-LY ON A PFR-L07 BASIS. THE POINT-0-WOODS
I AT- kdl,�?n RI iler C494117&
PROPERTY OWNERS ASFOCIATIONs INC., SHALL HAVE *rHF_ RIGHT TO PLACF A LIEN ON THE'
PROPERTY LOTS IN THE EVENT THE OWNERS PAIL TO P THE OF T417
5 6:549
FILE NUMBER _5
MAINTENAN"CE COST. FILE
�OU
_eL_ I � �Pt K 0 t �-T �_C �IC i-
RIVER COUNTY, FLORIDA
IN AND FOR INDIAN
WIT" ES 7,,CA, GENERAL PARTNER
1 —1,4 r S �z
'ODS F40INT —
S U B Fu"' I V i S 10
c
CERTIFICATE OF DEDICATION
STATE OF FLORIDA Li
CITY OF SEBASTIAN TITLE CERTI F ICATION
-5, THAT THE PARTNERSHIP NAMED BELOW, BEING
-LOPIDA DOtFS
KNOW ALL klEN BY THESE PRESF, RENE G. VAN DE _vOO Atj ATTORNEY AT.LAW, LICENSED IN
THE OWNER IN FEF SIMPLE OF THE LANDS DESCRIBED IN THE FORFCOTNC CAPTION TO
HEREWITH'SUBMIT THIS, HIS TITLE OPINION TO INUTA' RIVER C 0 ( J "I 7Y TH41, -At-#�Ake 4'7
THIS PLAT, HEREBY DEDICATES SAID LANDS AND PLAT FOR THE USES AND PURPOSES
14ECORD TITLE TO THE LAND 49 DESCRIBED AND 1;Hj,910 ON rHE A(leo.�41;_4114"Nc Ui-
HEREIN EXPRESSED AND DEDICATFS STREETS AND EAEMFNITw> SHOWN HEREON TO THF
IS IN THE' NAME O�: FOI,',!-r0-v,1J0b5,, A FLORIDA GENERAL PARTNERSHIP AS
PERPETUAL USE OF THE PJBLIC, AND YN 01ITNESS 'WHEREOF, HAS CAUSIED THESE PRESENTS
f� �4 j 4C
wE7. u
RECORDED IN OFFICIAL HFCOHDF- 8ouK'645
TO BE SIGNED AND ATTESTED TO BYlTHF INDIVIDUAL NAMED BELOW'. A PERPETUAL FLOW -
I 7+_�% 7" INDIAN RIVER COUN", FLO1410k. THT9 PAOCE, 1:� 13 0 b,J FC T TO
THROUGH EASEMENT THROOCH ALL DRATN40F EAl_l3Ek-llFNTr-' ARF DEDICATED TO THE PUBLIC
EXECUTED BY FUTNT--0,--WOOV3, A FLORIDA GENERAL PARTNERSHIP, TO. JAMES G. SCHRUER AND JACQUELINE D.
FOR DRAJ�JACE AND FijTiJRE UTILITY PJRPO�',ES, 17!XrFfl'�7 AT,. MODIFIED IN THE STATEMENT
SC41RUER, HIS WIFE, INI U-zfzICIlf41_ C417 1 p 4
OF IIN TtVr
3 FIJBI IC RECORD!. OF 1�--ILT4RJ C`"f CPJY oz'-, kT4;,%.
El
WOODS,A FLORIDA
---POINT-0 NERAL PARTNERSHIP
TEVE _T��'GENERAL P RTNER
k,
i; A 7" L C47
W I TNI.
1ITNESS
STATE OF FLORIDA
COUNTY OF INDIAN RIMER
THIS IS TO CERTIFY , THAT O�JA__J;,JiaBFFORF ME, AN OFFICER DULY
-AUTHORIZED TO 7AKE ACK"JOWLEDCEMEJTS 1"-1 THE S
TATF AND COUINTY AFORESAID
....,.,LEGAL- DESCR I PT_I,_O_fl
PERSONALLY APFEARED STFVFN _TA-cA -, o mF KNOL,4,14 TO BE THE PERSON _DESCRIBED IN
WHO EXErUTED THE FORECOTHC DEDICATYON ANG SElFRALLY ACKNONLFCED THE EXECUTION, ALL OR SUCH PART OF LOT 61, FLEMING GRANT, SECTION 23, TOOJNSHIP 31 SOUTH,
THEREOF TO BE HIS FREE.AC_r AND OFF D FOR THE' U`775 AND PURPOSES, THFRF-IN
RANGE 38 EAST, THAT
LIES WITHIN THE FOLLOWYN07 DE"30RIeED LA-k-'DF:
EXPRESSED.
COPOINT
MMENCE AT A BFINIG.THE INTER SECT I ONI O�= THE CFI! 'DER' I*N,E OF ROSELAND ROAD
[STATE ROAD NO. 5031 AND THE FLEMING GRANT LINE; 7H F N 11 F_ R U N, N 1 1' -a;' 5511 W
IN IVITNESS klIHEREO�r I HAIF HFRr-*,Ut,ITO SET MY HAND AINID THE DATF.
2415.45 FEET ON SAID CENl"rFRl_TNF:TO A POINT BG T
EINTHE IN? OF THE
CENTERLINE OF ROSELAND ROAD, AND A - LINE OFARING N 44@ 22' 16" 9.1, 46.35 FEET
DISTANCE FROM THE SOUTHEAST CORNER OF THE SEBASTIAN AIRPORT, CAKA ROSELAND
SATELLITE FIELD] AS RECORDED IN OFFICIAL RECORD BOOK 621 PACE y5_99 PUBLIC
RECORDS, INDIAN RIVER COUNTY;
THENCE, RUN N 44* 22' 16" Wo 74-30 FEET SAID POINT BEINC
TO A POINTY ON THE
NOTARy&4 PUBLIC AT LARGE
WESTERLY RIGHT-OF-WAY OF ROSELAND ROAD AND ALSO BEING ON THE NORTHEAST
MY COMISSION EXPIRES: BOUNDARY OF LOT 53, AS SHOWN ON S.B..CARTFR'l SIJRVFY'OF THE FLEVITIMC. GRA�!T A-5
, 0
PER PLAT OF SAID SURVEY RECORDED 1�-j BREVARD COUNTY PUBLIC PECORom. PLAT B I
-5; THENCE, RUN' 5 11* 47' 55" E, sz-ET TO A POINT -1 THIF SAID RIGHT
PACE I/ Ot
OF -WAY, AND BEING THE TRUE IT - N, C_
F PO I N, OF 6
THENCE CONTINUE 9 11* 4756" E, 167.75 FEET, ON THE WFqTFRlY RIr3H -C -WAY
ISTHENORTHEAST CORNER CONVEYED By THE ROSELAND A POINT WHICH OF THE PROPERY
GARDENS COMMUNITY CHURCH TO CFHNY R. HEkli'Ry AS DESCRIBED TN PARAGRAPH OF
THE AGREEMENT RECORDED IN OFFICIAL RECORD BOOK 5101 PROF 1 9; A? SO BEING THE
WA AIT I ORR M Y OFED BOOK
SOUTHEAST CORNER OF THAT PROPERTY GRANTED TO KEN ATHA IN A
527, PACE 893, PUBLIC RECORDS, INDIAN RIVER COUNTY;
THENCE, RUN N 790 19' 11" W, A DISTAL, OF 536.42 FEET;
THENCE, RUN S 84013' 39" Wo 548.05 FEET To A COfACRETE MONUMIENT ON THE
JOINDER AND CONSENT TO DEDICATION EASTERLY SHORE OF THE SEBASTIAN RIVER (THE LATTER TWO LINES ARE ON THE NORTH
LINE OF THE PROPERTY CONVEYED TO HENDRY, AND ON THE SOUTH LINE OF THAT
THE U"DFR SIGNED HE CERTIFIES, THAT THEY ARE Y
THE HOLDERS OF A PROPERTGRANTED TO KEN ATHA); THENCE CONTINUE S P4*13'39" W, 5.00 FFFT
MORTGAGE UPOq THE DESCRIBED PROPERTY AND THE U"DERSICNED HcRcBY JOINS IN AND TO THE EAST SHORELINE OF: THE SEBASTIAN RIVER.
T THERFOP
CONSENTS TO THE DEDICATION OF THE LANDS DESCRIBED ABOVE BY HE OWNER I -
AND AGREES THAT ITS MORTGAGE, WHICH IS RECORDED IN OFFICIAL RECORDS BOOK THE FOLLOWING TEN t101 COURSES TRAVERSE THE MEANDERING EAST SHCRELIMF OF
645 PACES 975 THROUGH 979 OF THE FJBIC RECORDS OF, INDIA!9 RT%lFR Cofj"TY, THE SEBASTIAN RIVER:
FLORIDA, SHALL BE SUBORDINATED TO THE ABOVE DFDICATTO°A. THENCE, RUN N43*24' 02"tkf, 92.9-R FEET; THENCE, RUN N-41 946' 16"Wo 79. 10 FEET;
If
THENCE, RUN N3201041"W, 92.19 FEET; THENCE, PU' "05*35'46"IP, 41.23 FFFT;
THENCE, RUN N23034'55"W, 47.17 FEET TO A POINT; 74-FINCE MEANDER THE SHORLINIF ON
SIGNED AND SEALED IN A CURVE CONCAVE TO THE NORTH TO A POINT 30 FEET DISTANCE AND BEARING
THE PRESENCE OF: 3 81034' 36" E; THENCE, RUN S 320-15' 45" E, 53.15 Fz-*-"rI' TO A POINT; THENCE
MEANDER THE SHORELINE ON A CURVE CO"CAVF To THE SOUTH TO A POINT 60.00 FEET
DISTANCEAND BEARING S E11035' 13" E; THEI'MCF, RUN M-05036' 46" we 41-23
FEET; THENCE, RUN N 02*42'46" E, 100.50 FEET TO A POINT ON THE SAID
SHORELINE;- THENCE, COJ'ITTMUF N 02042' 45" E, A DISTAMCE OF 94.75 FEET TO A
j,4 si F 5.3
POINTY SAID POINT LYING ON THE CENTERLINE OF THE SOUTH FORK OF COI-LIER
CREEK; THENCE RUN N40*3444"Ev 349-27 FEET ON SAID CENTER OF SOUTH FORK
COLLIER CREEK TO A POINT, SAID POINT BEING THE INTERSECTION OF THE CENTERLINE
OF COLLIER CREEK; THENCE! RON N S' 26' 44" Fs 179-89 FEET ON SAID CENTERLINE
0. TFRSECTION; THENCE, RUN N _95*53'13" E. 96.75
H�E� 09 COLLIER CREEK TO A POINT OF I"'
FEET ON THE CENTORLINE OF COLLIER CREEK TO A POINT OF TNTERSFCTIOM; THENCE, -
RUN S 56*34'55" E, 666.12 FEET TO. A POINT OF INTF-RSECTION9 SAID POINT BEING ON
THE WESTERLY RIGHT -OF -'JAY LINE OF ROSELAND ROAD AMD THE PROJECTIO" OF THE
STATE OF F'_OR IDA CENTERLTNE OF COLLIER CREEK OM A BEARING OF: N789*12'04"Et TO THE COLLIER
CREEK BRIDGE ON ROS-__LAMD ROAD; THE ASOVEZIDESCRIBED COURSES 6 THROUGH THAT PART
THIS IS TO CERTIFY, THAT ON'1-11-10 BFcORF ME, Ay Oi=FTCER OF 20, BEING A PART OF PARCELS AND 3 AS DESCRIBED IN AMD DEEDED TO JAMES G.
DU' Y AUTHORIZED TO TAKE ACKNOW'_FDGFL,Fk,'TS IN THF 7TATI-7 AMC� C01jNITY
AMD JACQUELIME D. SCHREUR, OFFICIAL RECORD BOOK 222, PAGE 937, I"DIAM RIVER
AFORESAID, PERSONALLY APPFARED JAMFIrl C. 3CHRC,JA Akl3 HTS IPTFE JACQJF�_INIF COUNTY, FLORIDA; THENCE, RUN •S 11#47' 56" E, 319.fV9 FEET ON' THE WESTERLY RIr,1,-4'r-
0. SCHREUR, TO ME KkI01WN' TO BE THE TfllL)T4T-ljA!q WHO FXFI-'JT,'FD THE L_� I- - I - OF -WAY 09 ROSELAND ROAD TO THR TRUE POINT OF BEGILNET ill 071.
FOREGOINICL T TO oF1'lT-L.:k-rTol-J AND I -jEP O'Al, D
JOIMDFR AND C'JJ'!9Ek! SE', !_Y AC_<�! �_FD
1-HF EXECUTION THEREOF TO BE THEIR i7RFF _Af`7 r:kklo 017TO.
IN WITNESS WHEREOF, I HAVE 4.F_kF9flT0 SET MY HAt!0 Al"D THE 047F.
NO`Aky PUBLIC Ar,
MY COMkITSFIOy EXPTRF7:
CERTIFICATE OF APPROVAL OF CITY COUNCII
- i
AI- P P 0 V E D BY T H E Cl I Ty C 0 UN Cl L le 3,:-i7 T'T 0a!q V F L 0 R I D A H T. -A_ ;A Y
A.D. 19.
ATTEST:
[SIGNED)
CITY C L F R K
DEBORAH KRACES PAT FLOOD JR.
p
CERTIFICATE OF SURVEYOR
p
STATF OF P71 - ORIDA
Coirl-ly OF INDIAN RIVER
KNOlUAJ ALL MEN BY THESE PRESENTS, THAT THE j!j F R T r- Aj F* C FFTj A T1r% FmFF0
AND REGISTERED LAND SURVEYOR, DOES HERE THAT ; H 7-
BY CFO _PY TH_-A—! 0!�j ., - - I _f "
COMP: FTED THE SURVEY OF THE LAND'S AS SHO-*M IM THF 97 i-3R C - T,,!7-__-7_,j ar 41IR -It lf,t, TH,-"
_ A %.1 A
SAID PLAT IS A CORRECT PpE:,_NlTAT71OSJ 'OF 174F 4_4f 7�' 7L4 r F' 'r 0
L T
OR !_lVJ8DlVIDF_0; 'rHAT
U.
COLMITY ir T C.- D Ilt I SAID SURVEY HAD A CLOSURE OF I FOOT IN 9100 FEET,
BEFORE ADJUST rl.
R 0 t! E R T _: L Y
F L 0 R I ED -,�i E ir. I.rz'Tt A T T!IN! EER 9744
DATE.'
7
SHEET-9- OF
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