HomeMy WebLinkAbout2005 - (Mylar) Phase Two Plat BookSEBASTIAN RIVER LANDING PHASE
SEC11ON 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST,
CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, FLORIDA
The • - - of South one-half of - Northeast
one-quarter
!•- of
i •
st
Sone-quarter, and the outh 512.13 feetof
one-half of w
Northwest one-
quarterof the
Northwestone-quarter, #;feet, all in Section# •
i
31 South, •
AND
one-halfThat portion of the North one-half of the North
of
Northwest
one -quarter
of Section 26, Township 31 South, Range rEast, lying South
canallocated in, upon and
• ! upon
!
•Graves
•
Brothers r
•
435, Public Records of Indian River County,
Florida.
AND
That part of the South one-half of the Northeast one -quarter of the Northwest one -
quarter of Section 26, Township 31 South, Range 38 East, less the South 512.13 feet
thereof.
AND
t part of the • th one-half of Northwest one -quarter of Northwestone-quarter
of Section 26, Township 31 South, Range 38 East, less the West 200 feet and the South
512.13 feet thereof.
SCALE.- NOT TO SCALE
0
PRIOR
. THE RELEASE PERFORMANCE BOND,
ALL LOT CORNER IVIONUMENTATION
1/2" IRON RODS WITH CAPS MARKED 113 3608".
PREPARED
WI MOTT LAND SURVEYING INC.
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA. 32935--2338
PHONE (321) 751--4444 FAX (321) 751--4445
PROJECT NUMBER: 2020309
DRAWING NAME: SEBASTIAN RIVER LANDING PH2.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 06/17/05
KEY MAP
NOT TO SCALE
PC
,r ♦ ♦ � rr
OAFj111111111�pI111��,I%1I�
1 �
•
DEDICATIONTHIS IS TO CERTIFY THAT ON1nBAA THE CITY COUNCIL, CITY OF SEBASTIA
INDIAN RIVER COUNTY, FLORIDA, APPROVED THE FOREGOING PLAT AND
ACCEPTED THE
MAYOR:_� :'#Iiot
; , "'{I't•Y ENGINEER:
N HAN McC� LUNGw;� t,. DA ID FISHER
-am a
iii�� W _.
CITY CLERK: ATTORNEY:_ & _ -
SALLY D AS TO FORM RICH STRIN�
(ATTEST TO MAYOR'S SIGNATUF+
SURVEYORS NOTES:
Is=
161114241
RECORDED IN
PUBLIC RECORDS INDIAN
RIVER CNTY FL
SK: it P0:91,
OVIS/2006 at 02:29 PM,
JEFFREY K BARTON, CLERK
OF COURTS
1. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 31
SOUTH, RANGE 38 EAST, INDIAN RIVERCOUVTY, FLORIDA, BEING SOUTH 00.12lO-WEST,SAID BEARING IS BASED ON
THE STATE PLANE COORDINATE SYSTEM FOR FLORIDA'S EAST ZONE (N.A.D.83190).
A. AN EASEMENT 2.50 FEET IN WIDTH ALONG ALL SIDE AND REAR LOT LINES, IS HEREBY DEDICATED FOR THE
INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND CABLE TELEVISION SERVICES UNLESS OTHERWISE
SHOWN BY A DRAINAGE EASEMENT.
# + _ + • # • .
_
L • i 4 • • - • _I • _
• • • - .. _ -
5. AS LIT ILIZEDINTHE NOTESANDASSHO REON,THETERM"ELECTRIC" EASEMENT SHALLSPECIFICALLY INCLUDE
FLORIDA POWERAND LIGHT CO. AND SHALL NOT EXCLUDE OTHER SUPPLIERS OF ELECTRICITY.
6. TRACTS S (5.726 ACRES+-), T (1.991 ACRES+-), U (1.551 ACRES+-), AA (0.744 ACRES+-) AND BB (0.360 ACRES+-) ARE
HEREBYCONVEYED TO, CONTROLLED BY, AND MAINTAINED BY SEBASTIAN RIVER LANDING, INC., A NOT FOR PROFIT
CORPORATION, FORSTORM WATER MANAGEMENT. THECITY OF SEBASTIANHAS THE RIGHT OF ENTRY UPONTHESE
TRACTS FORTHE LIMITED PURPOSE OF INSPECTIONAND ENFORCEMENT OF THE MAINTENANCE AND FUNCTIONOF
THE STORMWATER SYSTEM.
7. TRACT P (0.090AC RES+-) IS CONVEYEDTO INDIANRIVE RCOUNT YBY WARRANTYDEED RECORDED IN O.R. BOOK19S
PAGE,OFTHEPUBLICRECORDSOFINDIANRNERCOU TY, FLORIDA, FORA SAWARY S EVERLIFTSTATIONSITE.
8. TRACTS V (3.009 ACRES+-), W (0.604 ACRES+-) AND X (0.854 ACRES+ -)ARE HEREBY DEDICATED TO, CONTROLLED BY
AND MAINTAINED BY SEBASTIAN RIVER LANDING, INC., A NOT FOR PROFIT CORPORATION FOR CONSERVATION OF
WETLANDSAND CONSERVATIONOF UPLAND BUFFERS.THE CITY OF SEBASTIAN IS HEREBY DECLARED ATHUt"ARTY
BENEFICIARY TO THIS DEDICATION.
9. NO ALTERATIONOR FILLING IS ALLOWED WITHIN TRACTS V, W AND X.
10. TRACTS V, W AND X ARE SUBJECT TO CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT PURSUANT TO THE PROVISIONS OF SECTION 7041116, F.S.
11. TRACTS Y (0.065ACRES+-),AND Z (0.086ACRES+-)ARE HEREBY DEDICATEDTO, CONTROLLEDBY AND MAINTAINEDBY
SEBASTIAN RIVER LANDING, INC., A NOT FOR PROFIT CORPORATION FOR LANDSCAPE AMENT ES.
12. TRACT O(9.245ACRES+-)ISHEREBYDEDICATEOTO,CONTRIO►LLEDBYANDMAINTAINEDBYSEBASTIANMVERLANDING,
INC., A NOT FOR PROFIT CORPORATION AS PRIVATE ROAD.
13. A PUBLIC UTILITY EASEMENT IS HEREBY DEDICATED OVERT RACTS O, Y AND Z.
14. FORPROTECTIVECOVENANTSAND REST RICTIONSSEEO-R.SOOK_ ,PAGE ,OFTHEPUBLICRECORDS
OF INDIAN RIVER COUNTY, FLORIDA.
15. WATER AND SEWER LINES SHALL BE CONVEYED TO INDIAN RIVER COUNTY.
16. SITE DATA:
LOTS 210.270, 347-351 S 356-371..... 75'X120' TOTAL 75'X120' LOTS=96
LOTS 352-355..-.SVX120' TOTAL 85'X120' LOTS= 4
LOTS 2854346 & 372-398.... 55'X120' TOTAL 55°X120' IDTS•89
TOTAL LOTS =189
CEEMEIGUE OF __8 •.Y
1, STEVEN L. PERRY, A MEMBER OF THE FLORIDA BAR, HEREBY CERTIFY THAT AS 2005
1. RECORD TITLE TO THE LAND DESCRIBED AND SHOWN ON THIS PLAT IS IN THE NAME OF THE PERSON, PERSONS,
CORPORATION OR OTHER ENTITY WHICH EXECUTED THE CERTIFICATE OF OWNERSHIP HEREON.
2. ALL TAXES THAT ARE DUE AND PAYABLE PURSUANT TO SECTION 197.192 F.S. HAVE BEEN PAID.
DATED THIS 1! _DAY OF _5 'L1!LW!�VL______, 2005.
-- ._ _
S1'EVEN L. PER Y,—ESQ., ATTORNEY AT LAW, FLORIDA BAR—N0.314358
MCCARTHY, SU ERS, BOBKO, WOOD, SAWYER & PERRY, P.A.
2400 SE FEDE AL HIGHWAY, FOURTH FLOOR, STUART, FLORIDA 34994
Fell •`i •� w i� 11 ..
THIS PLAT OF SEBASTIAN RIVER LANDINGS PHASE
TWO HAS BEEN REVIEWED BY THE UNDERSIGNED
PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED\
BY THE CITY OF SEBASTIAN, WHO HEREBY
CERTIFIES THAT THJS CONFORW TO THE
REQUIREMENTS QF ,gH4?T t� 177,, FLORIDA STATUTES.
`oS
e
ROD REED
FLORIDA P SURVEYOR AND MAPPER NO. 3916
PLAT BOOK
PAGE
DOCKET NUMBER
SHEET 1 OF _ 6 _-
SECTION _ 26 _TWP. 31 _S., RANiCE : 8 __E.
CUMFIG&M OF _SU ffi f UOR
KNOW BY, THAT
CM�TE OF rd ... UNDERS GI ED, E BEING A HESE LICEN EDEAND TREGISTEREDFLANCa
SURVEYOR, DOES HEREBY CERTIFY THAT ON FEBRUARY 11, 2003,
I COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE
STATE OF FLORIDA
JEEP zK• FOREGOING PLAT; THAT SAID PLAT IS A CORRECT
COUNTY OF INDIAN RIVER C &. % CW ojwm C"j REPRESENTATION OF THE LANDS THEREIN DESCRIBED AND
PLATTED OR SUBDIVIDED; THAT PERMANENT REFERENCE
I, CLERK OF CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA MONUMENTS HAVE BEEN PLACED AND EACH P.C.P. WILL BE SET
DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OF AS SHOWN THEREON AS REQUIRED BY CHAPTER 177, FLOMDN: STATUTES
SEBASTIAN RIVER LANDING PHASE TWO SUBDIVISION AND TIT AND SUBDIVISIONS AND PLATTING, CHAPTER 913;AND LA
HA1�
COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 ="'` IS LOCATED IN THE CITY OF' i�r
, IN
FLORID TED SF 6, 2
THE WS OF FLORIDA, THIS LAT FILED FOR RE T ; ;
__1__-- DAY OF 2005, AWN), WCO4t v i,:
ON PAGE;5 OF PLAT B K IN TIC
L.
CLERK OF CIRCUIT COURT OF INDIAN RIVER CQt**=02
DANIEL D. GARNER, P.S.M. 6189 ',
WILLIAM MOTT LAND SURVEYING I r� STAi'r
BY: _ - 3716 NORTH WICKHAM ROAD, SUi' I?
MELBOURNE FLORIDA 32935-23 ! ' '' " . " DE C RK OF CIRCUIT COURT INDIAN RIVIIt` DAB.
* @CERTIFICATE OF AUTHORIZATION LB 3I
S (�L PN.L
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2,338
PHONE (321) 751-4444 FAX (321) 751-4445
PROJECT NUMBER: 2020309
DRAWING NAME: SEBASTIAN RIVER LANDING SHT 2 OF 6.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 03/30/05 V-0
_11 rn
SE'BA,S i 1,AN RIVER LANDING PHASE TW(',)
SEC11ON BREAKDOWN
SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST7
GRAPHIC SCALE
(Di IMW)
I inch - 300 tL
S 89*31'21 " E 179-58'00-(M)
2 '11+12 2 2645.87'
N 89*29'21 W
28 27
SOUTH 1/4 CORNER OF
SOUTHWEST CORNER OF SECTION 22,
SECTION 22, TOWNSHIP 31 SOUTH,
TOWNSHIP 31 SOUTH, RANGE 38 EAST
RANGE 38 EAST (FOUND)
(FOUND) 4"X 4" CONCRETE MONUMENT
1-1/2" PIPE
I=
IiA
Q]
El.
1�
NORTH 1/4 CORNER OF'
SECTION CTION 23,
TOWNSHIP 31 SOUTH,
RANGE 138 EAST
(FOUND)
4'*X 4" CONCRETE MONUMENT
S 89'40 " 13" E 2662.20' 23 24
1327.06' -, , , ___ . . _ � I __ . . _. I I _. . .__ . — . . , — , _. , . . .
1327.06' 9 0
SOUTHWEST' CORNER OF 27 26
SECT -ION 23, SOUTHEAST' CORNER OF
TOWNSHIP 31 SOUTH, SECTION A23,
RANGE 38 EAST ;'X TOWNSHIP 31 'SOUTH,
U-) LINE, PER SUBORDINATE OF EASEMENT RANGE 38 EAST
ui 04 11p,
(FOUND) VENT'�
C**4 P
4"X 4" CONCRETE MONUMENT s w�, PER O.R. BOOK 0112, PAGES 0520 (FOUND)
C R APPLIED FOR co BOAT SPIKE
1/2- ROD -CARTER ASSOC- U-) PARCEL 11 PER'
4
22.93' NORTH / 0.05' WEST -H O.R. BOOK 0889, IPAGES 0848-0851 �lv
24 0
N 89*44'22" W
PURPORTED TO BE SECTION CORNER r
53. 54'
_Z
200.00
14,..,8'VACANT LAND 149.13' 63.2 AL RES
148.61' 9�
S 89*45'44" E 2452.97'
uo
0
0 .00 0 /x
to 0 CN
NORTHWEST 1/4 OF NORTHEAST 1 '4 OF z
"r 1 'A nr let" 0 0 TW UIC7 Q
uj NuKlrlwtz�l 1/,4 ur Z_ I 'po w
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL in N I rl?) 70 N
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO 00 SECTION 26, C4'0 SECTION 26, 6'
000- C14 ox
TOWNSHIP 31 SOUTH, TO 31 SOUTH, T_ — 's"
to
CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR 71R Lo RANGE'38 EAST (n RANGE 38 EAST
I Lr)
DIGITAL, FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT N, < V_ _l PARCEL.1 10 PER'
44, M ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC __� O.R. BOOK 0889, PAGES 0848-0851—
RECORDS OF THIS COUNTY. L4 < 0 O..00L___ 1126-49' 1326.49'
0 3: ch S 89*45'44" E 1326.49' S 89*4544" E 1326.49'
NOTE
PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
ALL LOT CORNER MONUMENTATION WILL BE SET AS
1/2" IRON RODS WITH CAPS MARKED 113 3608".
�T
179*46 2 "M SEBASTIAN RIVER LANDINGS 17-57" 12 (M),
PHASE ONE
'PLAT BOOK 17, PAGES 79-85
2652.31' 22 —S 89*43'01 E _"3 Lr �'Nl,
LEGEND:
0
= 4"x4" CONCRETE MONUMENT WITH
NAIL AND DISK MARKED "PRIVI LB 36081" (SET)
0
= 4"x4" CONCRETE MONUMENT WITH
NAIL AND DISK MARKED "PRM PLS 5060" (FOUND),
(UNLESS OTHERWISE SHOWN)
ig
= 4" x 4" CONCRETE MONUMENT WITH NAIL AND DISK MARKED "PRM LB 3608 'WIT" (SET)
9
= NAIL AND DISK MARKED "PCP LB
3608" (SET)
0
= NAIL AND DISK MARKED "PCP PLS
5060 (FOUND)
A
= NAIL AND DISK MARKED "PRM LB
3608" (SET)
A
= NAIL AND DISK MARKED "PRM PLS
5060" (FOUND)
C##
= CURVE NUMBER FOR CURVE TABLE
L##
= LINE NUMBER FOR LINE TABLE
R/W
= RIGHT-OF-WAY
PG.
= PAGE PLAT BOOK
PCP = PERMANENT" CONTROL POINT"
RP
= RADIUS POINT
X = DENOTES LINE BREAK/CHANGE IN DIRECTION
POL
= POINT -ON-LINE
�R = RADIAL
PI
= POINT -OF- INTERSECTION
= NON -RADIAL
PT
= POINT -OF -TANGENCY
LB = LICENSED BUSINESS
PC
= POINT -OF -CURVATURE
PLS = PROFESSIONAL LAND SURVEYOR
PRC
= POINT- OF- REVERSE CURVATURE
PSM = PROFESSIONAL SURVEYOR AND MAPPER
"PRM
= PERMANENT REFERENCE MONUMENT O.R.B./O.R.BOOK = OFFICIAL RECORDS BOOK
KEY MAP-
=V*T T* RrAl F I
<
0.-J
0 Q_
1: z
Ld�
0
Ld
u
C:)
. LZ4 af
c�
C5 o
ci y
ui
:7
0
01
N
0
0
LL: x
00
z U)
(30
ul
of V)
w <
N
SOUTHWEST
1/4 OF
SOUTHEAST
1/4 OF
04
rl)
Q_
n
NORTHWEST
1/4 OF
iNORTHWEST
1/4 OF
SECTION
26,
.00
SECTION
26,
TOWNSHIP 31
SOUTH,
TOWNSHIP 31
SOUTH,
RANGE 38
EAST
RANGE 38
EAST
1325.92'
N 89*4827" W
WEST 1/4 CORNER OF
SECTION 26,
TOWNSHIP 31 SOUTH,
RANGE 38 EAST
NAIL AND DISK (SET)
"LB 3680"
NORTHEAST 1/4 OF
SECTION 26,
TOWNSHIP 31 SOUTH,
RANGE 38 EAST
132.5.92'
2651.83' S 89*4827" E
CENTER OF SECTION
1)/2 ROD (FOUND)
-CARTER ASSOC"
0
m
2654.92'
EAST 1/4 CORNER OF
SECTION 26,
'TOWNSHIP 31 SOUTH,
RANGE 38 EAST
(FOUND)
4"X 4" CONCRETE MONUMENT
Ln
CD
N
SOUTHWEST 1/4 OF
SECTION 26,
TOWNSHIP 31 SOUTH,
RANGE 38 EAST
SOUTHWEST CORNER OF
SECTION 26,
TOWNSHIP 31 SOUTH,
RANGE 38 EAST
4-X 4- CONCRETE MONUMENT
(FOUND)
27 ' 26 S 89*4226" E 2649.55
34
SOUTHEAST 1/4 OF
SECTION 26,
TOWNSHIP 31 SOUTH,
RANGE 38 EAST
rA
rq
(n
SOUTH 1/4 CORNER OF SOUTHEAST CORNER OF
SECTION 26, SECTION 26,
TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH,
RANGE 38 EAST RANGE 38 EAST'
NAIL AND DISK (FOUND)
(FOUND) S 89*56'15"' E 2653.82' NAIL AND DISK
3!�_1_36
LEGEND:
CONCRETE MONUMENT WITH
NAIL AND DISK MARKED "PRM LB 3608"
CONCRETE MONUMENT WITH
NAIL AND DISK MARKED "PRM PLS 5060 (FOUND),
(UNLESS OTHERWISE SHOWN)
68
4" x 4" CONCRETE MONUMENT WITH NAIL AND DISK MARKED "PRM LB 3608 WIT" (SE
(SE
0
= NAIL AND DISK MARKED "PCP LB
3608"' (SET)
0
= NAIL AND DISK MARKED "PCP PLE'.
5060" (FOUND)
A
= NAIL AND DISK MARKED "PRM LB
3608" (SET)
A,
= NAIL AND DISK MARKED "PRM PLS
5060" (FOUND)
NUMBER FOR CURVE TABLE
L##
= LINE NUMBER FOR LINE TABLE
I%W
= RIGHT—OF—WAY
P B.
PG.
= PLAT BOOK
= PAGE
PCP = PERMANENT CONTROL POINT
RP
= RADIUS POINT
X = DENOTES LINE BREAK/CHANGE IN DIRECTION
POL
POINT —ON—LINE
= RADIAL
�R�
PI
POINT —OF— INTERSECTION
, = NON —RADIAL
)
PT
POINT— OF —TANGENCY
LB = LICENSED BUSINESS
PC
POINT —OF —CURVATURE
PLS = PROFESSIONAL LAND SURVEYOR
PRC
POINT —OF-- REVERSE CURVATURE
PSM = PROFESSIONAL SURVEYOR AND MAPPER
PRM
= PERMANENT REFERENCE MONUMENT O.R.B./O.R.BOOK = OFFICIAL RECORDS BOOK
;.,-;PEBASTIAN RIVER LANDING PHASE TWO m
N
OVERALL BOUNDARY AND INDEX SHEET 1-s�
AiT
SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST,
CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, FLORIDA
UNE TABIX
UNE
LEMON
L.1
48.449
S 001219'
15-
125.58'
;52,'29`51* E;
-'I ()o, O', --4-1 oo, o'---
(----NOT PLATTED S RI ER 116NAGS All .111 CORNER OF
J
182
NORTHEAST
170 TRACT 0 �50' PRIVATE
PHASE ONE SEBASTIAN RNER LANDINGS
LAND DESCRIBED IN
17.1 PLAT BOOK 17, PAGES '79— 181 R'IGHT--OF--WAY PHASE ONE THE NORTHWEST 1/4 OF
O,R� BOOK 486, PACE 67-7 85 180
22 23 .172 SECTION 2E,i
.179 736.75' PLAT BOOK 17, PAGES 79--85
TOVANSHIP 31 SOUTH,
173 174 175 176 177 178 S 8943'0j."_-E,"
s 4 9 03 RANGE' 38 EAST
214 TRACT N_5�41 3155'± 41 819-43tr E'--' 1 1010. 0(
____ - , I -
NORTH LINE OF 'f�i_E NORTHWEST OF _4
T
SECTION 26/31/38 S 89043'01" E
1327.06'
26 TRACT X
27
PRESERVATION
X
21.6
W 215 214
z (6D
A5 x N 0
NOT PLATTED i
0 0 LLJ
z PARCEL 2 3 rt
LD P-) 00 's#\
-51 ?/ I
V) 00000 rog 2. 1 18
0
q IN
ui 3000 -A 4-
V)z 00007.0 I�p 4.) N ar
12
42 19 op'PARCEL A
0 o cr- (o 1___" C)It' ilk 351,
0 C14 00000 ;;5;2064�1-cf 252
N
Z 211
3000 NOT PLATTED 1,01k 350 253
cf 22CI 9
1-, 210 1
00007.0 oo� s
349
251.
A 254 348
7v - 347 221
PARCEL NOT PLATTED k
D;N'-'�OIS V� I
tKo t:� .1 � '49
1i 346 50
00000
255
3000 J cj 352
00007.0 34 249 0
371
212.02
344 cn
343 353
256
342 284
\A09- 370
N�11 3
U- VN 340 47 223
0 285 PARCEL
.�339 354 0 00001
10
0 10- oolk Zq 283 �257
338� 369 0004
S, I C,01 I
337 286 246 N, 00002.0
24
4
Aro 33 \336 287 333 33r, 336
00 Lo 288
00 332
282 355
331 1. 289 368 258
330
N 89*44'22 W P90 2,15
a
0(o 200.00' 329 281
Z cq
372 291
328 398
LA- 0 T T
397 .373 TR A('-" i I
0 Lq U? 394 3995 396 1 292 STORMWATER Ln ro 393 1___1 280
N MANAGEMENT
z 00 327 374 293
0 392
V)
E4 (o
3: 279
ui r__ 326 C4 375 294
�Z) 391 z
TRACT U
325 L) 376
390 STORMWATER 295 278
MANAGEMENT
324 >-t
UJ 389 377 296
2177
2 323 F." 388 3 7'8 299 300
a) ul 1 z
Lo #. ------------# r4 1301
V_ 297 2913 276
• 322 386 385 384. 383 382 381 380 379
387
0 0
2x4iolver-mol Mrs I 6=0001? I
0 xOMM" ma
367 356
366
357
365
358
364
359
363
360
362
361
>
fF;
TRACT' S
59
0*
Ld Z
244
STORMWATER
2 6
L
MANAGEMENT
260
243
2
261
242
228
PARCEL
262
00001
2 2(9
L0 LJ 0004
241
00004. 0
to
263
230
0
270
269
268
267
266
265
264
231
321. PORT ROYAL COURT 1302 275 PARc
EL
z BARBOSSA DRIVE 001
oo 0004
2 f3 2 0000115.10 320 33 0 3'1�
3 7 236 231115 2314
4"x4l." CONCRETE 319 318 317 316 315 314 313 312 311 310 3093Q8 307306 305304 274 273 272 240 209 238 2, 2:33
LA_ U_ MONUMENT 27.1
0 0
<
' p "PRM LB 3608 WIT"
u t 0
SET 20.00'
00 N, CIA V) ui
or_ z — op N 89.45'44 W
r-1 . .. . .. TRACT A& TRACT BB
t U-j 6n V) 0 ik
4" W
w
1126.49# N 89*45'4 1-3:26.49' C"0UTHEAST CORNER OF
C__ ir 200.00' N 89*45'44" W
D x N 89*45'44'
z � � �-) L' 1�
2452.97 PARCEL 001 mwm�E,
V) 0 F- (n POINT FALLS NORTH LINE OF SOUTH 1/2 OF NORTHEAST' 1/4 OF'
PRVAW, BY: 00000
IN DITCH NORTHWEST 1/4 OF NORTHWEST 00 3000 N THWEST 1/4 OF'
0
z z AM M
SECTION 26/31/38 07r IAND SURVEYING INC 00006. 0 SECTION 2-6,
PARCEL
TOWNSHIP 31 SOUTH,
00000 3716 NORTH WICKHAM ROAD, SUITE 3 RANGE 38 FAST
3000 SEE 'SHEET 4 OF 6 MELBOURNE, FLORIDA 32935-2338
SEE SHEET 6 OF 6
00007.0
SEE EET 5 OF 6 PHONE (321) 751--4444 FAX (321) 751-4445
SOUTHWEST CORNER OF NOTE.�:
PROJECT NUMBER: 2020309
NORTHWEST 1/4 OF PRIOR TO THE RELEASE OF THE PERFORMANCE BOND, DRAWING NAME: 02-309—PRE—PLAT.DWG
R
SECTION 26, DRAWN BY: DANIEL D. GARNER
ALL LOT CORNER MONUMENTATION WILL BE' SET AS
CHECKED BY: DANIEL D. GARNER P.S.M. 6189 TOWNSHIP 31 SOUTH, SOUTH LINE OF' SOUTHWEST 1/4 OF SOUTH LINE OF SOUTHEAST 114 OF
RANGE 38 EAST NORTHWEST 1/4 OF SECTION 26/31/38 1/2" IRON RODS WITH CAPS MARKED 113 3608". PREPARED ON: 06 17/05
NORTHWEST 1/4 OF SECTION 26/31/38
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD BEARING
Cl
100.00'
20*39'46"
36.06'
35.87'
S 10*02*53* E
C2
75.00'
20*39*46"
27.05-
26.90'
S 10*02'53" E
C3
125.00'
20*39'46"
44.84'
S 10*0253" E
C4
100. 00'
30*43'02-
-4.5.08'
53.61'
52L97'
S 35-44'17- E
C5
100. DO'
16*40'28"
29.10'
29-00'
S 28*43*00m E.
C6
100.00'
14*02'34"
24.51'
24.45'
S 44*04'31 " E
C 7
75.00'
30*43'02-
--i6-
2V
--
39.73'
-"-35-44'17- E
S
C8
75.00'
30*43'02*
40.21'
39.73'
N 35*44'17" W
C9
50.00'
30*43'02"
26.81'
26.49"
N 35*44'17" W_
C10
25.00'
90*00'00*
39.27'
35.36'..
S,-65*22'46" E
Cll
25.00'
90*00,00"
39.27'
35.36'
S 24*37'14" W
C12
150.00'
32*53*00"
86.09'
84.91 '
N 53*10*44.* E
C13
125.00'
71.74*
70.76'
N 53*10'44- E
175.00'
_12.'S3'OQ"
5*20'25"
16.31'
16.31'
N 66*57'01 " E
C15
175.00'
21 *15'20"
64.92'
64.55'
N 53*39'09* E
C16
175.00'
6*17*15"
19-20'
19.19'
N 39'52'51 " E
C17
150-00'
L3`3 2 '4
140.18'
135.14"
S 6.3*30'37" W
C18
175.00'.
21 *,37'35"
65.66'
S 47*33'01 * W.
C19
175.00'
22*34'34"
--66.OV
68.96'
68.51'
S 69*39*06" W
C20
175.00'
9*20*36"
28.54'
28.51'
S 85*36'41 " W
C21
125.00
31 *5511 "
69.64
68.74'
S 74'19'24" W
C22
125-00'
21 *3735*
47.18'
46.90'
S 47*33'01 * W
C23
150.00'
37*1 Xl On
97,44'
95.74'
N 71 *06'26" W
C24
175.00'
19*56*19"
60.90'
60.59'
N 79*4451" W
C25
175.00'
17*16'51 0
52,78'
52.58'
N 61 *08'17* W-
C26
125.00'
18*36'35-
40.42'
N Al 148,1080 W.
C27
125.00'
18*36'35"
41-0.6-0'
N 80'24*43" W
C28
325,00'
52'44'48"
299.20'
---40.42'
288.74'
N 26*07'27" W.
C29
350.00'..
0*29'35"
3.01'
3.01'
N 52*15'03" W
C30
350-00'
11 *48' 54*
72.17'
72-05'
N .46'05'49* W
C31
350.00'
11'49'05"
72.19'
72-06'
N 34*16'49" W
C32
350.00'
11 '49'04"
72,19'
72.06'
N 22*27'45* W
C3- 3-
6-.6
89-59-19"
78.53-
70.70-
N 45-14-37- E.
C34
25-00'
89*59'19"
39.26'
35.35'
N. 45*14'37" E
C35
75.00'
23*44'18"
31.07'
30..85'-
N 12'07'06" E
C36
75.00'
45*20'00to"
59.34'
57,81'
N 46039'15" E
C37
75.00'
20*55'01
27.38'
27.23'
N 79*4646" E
C38
25,00'
39.27'
35.36'
S 44*45-44,' E
C39
25.00'
90'00'00"
39.27'
15.36'
S 4514'16- W
C40
25,00'
90*00'000
35.36'
N 44*45'440 W
C41
25.00'
90'00'00"
---3-9.27'
39.27-
N 45-14'16' E
C42
150.00'
20*37'03'
53.98' 1
53.69'
N 10*04'15' W
-N
C43
125.00'
20*37'03-
44.98-
44-34-
1 Q-O4'15" W.
C44
175.00'
20*37'03"
62.97'
6 2.6 3'
N 10*04'15"' W
C45
25.00'
90*00*00"
39.27'
35.36'
S 44*45'44" E
C46
50.00'
78.54'
70.71'
S 44'45'44," E
C47
-
75.00'
_90*00'00*
17*27'1 7m
22.85'
22.76'..-
S 81002'05" El-
C48 u
75.00'
30*52'31 *-
40.42'
39.93'
S 56o52'1 1 " E
C49
75.00'
36*10'31 m
47.35'
46.57'
S .23*20'40" E
CSO
75.00'
-
5'29'41 "
7.19'
7.19'
S 02*30'34" E
C51
150.00'
20*37'03"
53.98'
53.69'
N 10'04'15* W
C52
125.00'
10*18'31"
22.49'
22.46'
N 04*54'590 W.
C53
125.00'
1 Ol 8'31"
22.0'
22.46-
N -15*13'31 " W-
054
175,00'
1 *52'29"
5.73'
5.73'
N 19*2632* W.
C55
175.00'
18*44-34-
57.25'
56.99' YV
N 09*08*01 - W
C56
25.00'
88*5645"
38.81
35.03'
N W
C57
25.00'
91 V3'1 5"
39.73'
35.68'
.64*51'09"
S 25*08'51 w W
C58
25.00'
91 *03*15"
39.73'
35.68'
N 5*08'51" E
C59
25.00'
88*56'45"
38.81'
35.03'
N 64*51'09w W
C60
100.00'
41 *24'35*
72.27'
70.71'
S 49*58'1 2w W.
C61
125.00'
9*14'16"
20.15'
20-13'
S 33*53'02* W
125.00'
3010'20"
65.83'
65.07'
S 53*35'20* W
.C62
C63
125.00'
1 *59'59*
-
4.36'
4.36'
$ W.
C64
75.00'
40'48'44"
53.42'
52.30'
.69*40'30"
S 50*16-07- W
C65.1
75.Q1'
0-35'51 m
0.78'
0.78'
S 29*33'50" W
C66
1125.00'
28'20'20*
61.83#
61.20'
N..43-26'05" E
C67
125.00'
13'04'14-
8.45-
N 64W'22- E
C68
100.00'
41 *24*35"
_28.52-
72.27'
70.71'
N 49*58'12" E_
C69-
75.00'
813'31 "
10.77'
10.76'
N 66*33'44" E
C70
75.00'
33'11'04"
43.44'--
42.83'
N 45*51'26" E
C71
25.00'
90*00'00*
39.27'
35.36'
S 25*40'29" W,
C72
25.00 ;--
90*00'00"
39-27'
35.36"-
N 64*19'31 " W
C73
100.00'
41*24'35-
-J2.27'
70j1'
S 88'37'14" E*
C74
125.00'
12*47'37"
27.91'
27.85'_
N77'04'17" E
C75
125.00'
2836'58"
62.43'
61.78' --.-
S 82*1 3'25:m E _
C76
75.00'
8*43'22"
-
11.42'
ll.*l'
S 72*16'37" E
C77
75.00'
32*41'13"
2.79'
42.21'
N 87*01'05" E
C78
100.00'
41 *24'35"
72.27'
70.71'
N 88*37'14" W
C79
75.00'
41 *2435"
54.21'
53-03'
N 88*37'14" W
C80
125.00
17-06-50"
37.34-
3-7.20--
S 79-13'54- W
C81
125.00'
24*17'45"
53.01'
52.61'
N 80*0349* W
C82
25.00'--
70*28'30"
30.75'
28.85'
S 35*26'1 4w W
C83
50-00'
70'28'30*
61.50'
57,70'
S 35*26'14" W-
C84
75.00'
9"48'12 "
12.83'
12.82'
-a-05W'05` W
C85
75.00'
3238'20-
42.720
-
42-15'
S 26*19'21" W-
C86
75.00'
28*01'58"
36.70'
36.33'
S 56*39'30* W
C87
25.00'
89*57*43"
39.25'
35.34'
S 44*46'52" E
C88
50.00'
89*57*43"
78.51'
70.69'
S 44*46'52" E
C89
75.00'
23*56'23"
31.34'
31.11'
S 77*47'32* E
C90
75.00'
32*38'20"
42.72'
42.15'
S 49*30*10" E
C91
75.00'
33*23'00*
43.70'
43.08'
S 16*29'31 " E
C92
25.00'
90000'00"
39.27'
35.36'
N 45'14'16" E
lC93
25.00'
90'00'00"
39.27'
35.36'
S 44*45'44w E
C94
150.00'
19*33'47'
51.22'
1 50.97'
N 09'3237" W
,C95
125.00'
19*33-47-
42.68'
42.47'
N 09*32'37" W
C96
175.00'
5*48'42"
17.75'
17.74'
N 16*25'10* W
C97
175.00'
13*45'05"
42-00'
41.90'
N 06*38'16* W
C98
25.00'
12*41'42-
.54'
N 83*53'25* E
C99
25.00'
63*44'07"
27.81'
26.40'
N 45*40'31 " E
Cl 00
56.00*
665620"
65.43'
61.77'
S 47'16'38" W
-N
Cl 01
56,00'
49*46'02-
48.64-
47-.13-
74-22'11 - W
Cl 02
56.00'
41 *10'08*
40.24'
39.38'
N 28*54'06' W
Cl 03
56.00'-
41 *08',4b"
46.22-
3-9 o 3- -6-
N _ _12*15'22" E
Cl 04
56.00'
40*26'23"
39.53'
38.71'
N 53*02'58" E
Cl 05
56.00'
17i S 5-0
--17.33-
17.26-
N 82-08'05' E
C106
350.067
11 * -49'0 4
72.1 9'
72.06'
N 1003 '40" W
Cl 07
350-00'
4'59'05*
30.45'
30.44'
N 02'14'36" W
Cl 08
300.00'
20*40'13-
108,23-
107.64'
N 10-25'26- W
Cl 09
300.00'
21 *51'04*
114,41'
113.72'
N 31*4104* W
C110
300.00'
9*53*14"
51.77'
L 51.71'
N 47#33'14" W
C111
300.00"
0*20'16"
1.77'
1 1.77'
N 00-04'49* E
-40
0Ak
E9
z
0
O
;0
V)
Z
mgo
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(A
m 0
--i --i
OFD CM
C)
L4
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C)
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>
cD
0
0
<5 N)
k.j
hJ
PI/POL c,LO
4
U-)
KEY MAP
k A
Fil
z
GRAPHIC SCALE
30 go Im
( Di FUT )
I inch - 60 ft.
rn
C/ Ln ;
TRACT 0 50' PRIVATE RIGHT- OF -WAY
PT 57.79' 75.00' 5.00' 75.00' 1 1 75.1
'-J '
2 co (v OD co , 5' 25' 7.5-I-
(0
363 0
4�: 364 'p'j -1,,* 365 551 1Ln 4� 3C
362
co Ln Ln (P P
0 Cz 0 o. 0 0
0 C) I
m m m f-m 7.5
OD N 00*14'1 6"E I
I
K) (0 8239' 75,M' 75.00' 75.00' I T 75,1
41
C)
V) toV)I IUD
OD OD OD I OD
C� Ln
(JD I
361 Ln I
I
0 360 o 359 3561061 p: 030
4*
m rn m I I
25'1 im-
BENAIT TWL
PI/POL l(JI S 00*14'16" W
S 00*14'16" W 468.80' DRAINAGE
175.00'
0i TRACI' 0 50' PRIVATE RIGHT--OF-WAY
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751--4444 FAX (321) 751--4445
PROJECT NUMBER: 2020309 NOT PLATTED
DRAWING NAME: 02-309-PRE-PLAT.DWG PARCEL 00000
DRAWN BY: DANIEL D. GARNER P.S.M. 16189 3000 0()004.0
PREPARED ON: 06/17/05
372
0 -v.
7.15 vp, cr 339
/\IV - SEE SHEET 5 OF 6
All Q,
50 PI/POL cc� ��g 1®_QQ' L
. MATCH LINE
0
low
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290 \L\ -'0- 0-
0 '--a 0 1
0 0-- 0. (.j�. 0'. 342 kPIS ul.
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O. `pl mA VA cilrl
ik N 70*40'29"
1w 0-c
)300, i
N1 a ��()l 21-34'1
�e4o 00
aa
0. *LO 70
-19 343
0
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p02Z93
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0-
344 36 2
00 288 4A 0- s A
PT
IP 0
345
�
26.73 00 I0
v-A
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3*8
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C65 l 86
cl\ 9-�9 7A
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9c; ct4�1) -C63
P C 347 VO. Lr
285 l 0. 6 4' 0 \ t-1) I?,
Lj\ 0.,
a•
cp
cp CP 0.
V.:) 0
P.' 348
ENT
Alro• r
'cp
Ar
284
26.90w A'
283 4-- UNPIL-ATTED
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PI/POL
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4�1
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bf
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TRACT V >
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P T 370 13 c 3
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�c' .
LJt4E TABLE
LINE
LENGTH
IN-'-AN4G
Ll
48.48'
vi
L2
125.58'
-S-00*11t9m
S
52*29'51*
E
L3
89`43'CL1
----Z5.00"
L4
25.00"
-S
S
89"43'Clil1 "
E,:-
L5
15.18'-
S-
20*22'446"
El'-
L6
S
3 6*j4 'l I
W
L7
65.60'
N
."
*43'
89f
L8
N
-Y-
20*22'44"
IV
L9
9.05'
N
70"
L10
50. 06'
N
02"37"28"
W
Lll
N
00-14'1115"
E
L12
31.47'--N
00'14#16'
E
O v 89.2
TnN 0 tr
-PIS 0 PC
0.
ci 2� 231
36
.ad
10%
PC Nb
0 6� rri
1A
353 0- z z
0
Vi ad 0 0 35
P R C' TRACT W
PRESERVATION z x
354 0. V'S 0 X X
0 0 1-11
0%
P T 10- 01
Cov z 65.%b M
0
cc) U)
0
U 00
0
to
OD 13 9
0
10. 1210 NOT PLATTED 513 it C)
ro Lp
ul
0
0. Arro 0
to -A NOM
248 0\ 10
0 :, - l
0. -A 7_
\ 07 PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
•
0 �,A
247 .\ Z- -1 211 ALL LOT" CORNER MONUMENTATION 'WILL BE SEll" ASA
0 Lr
0. Ylls Ii -�, jj. 1/2:' IRON RODS WITH CAPS MARKED "LB 3608".
0
0
1130 0. 'Arb
cr 0 MATCH LINE
• 146 C3 A
0. v
15 PC
C14- 3.71' SEE SHEET 6 OF 6
.,7
241 212 >,"N'T",
15'PRIVATE
U) 0 0 Q" A:> DRAINAGE EASEMENT 4 9 8f 57
to
•00.
-lb 2 1,3
c.4 f V, \ -1 . . lt'.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
6�0RD
CHORD KARM
C1
100.00'
20'3946"
36.06'
35.87'
S 10'02'53* E
C2
75.00'
39*46"
.05'
26.90'
S 10*02'53" E
C3
125.00'
20'3946
45.08'
44-84'
S 10*0253" E
C4
100.00'
30*43'02"
53,61'
52.97'
S 35*44'17" E
C5
100.00'
16*40'28"
29.10'
29.00'
S 28*43'00" E
C6
100.00'
14*02'34"
24.51'
24.45'
S 44*04'31" E
C7
5.00'
30*43'02'*
40.21'
39.73'
S 35*44'17" E
C8
75.00'
30*43'02"
40.21'
39.73'
N 35*44'17" W
C9
50.00'
30'43*02"
26-81'
26.49'
N 35*44'17" W.
Zi _0
25-00'
90*00'00"
39.27'
35,36'
S 65*22-46" E
C11
25.00'
90*00'00"
39,27'
35.36'
S 24'37'14* W
C12
150.00'
32*53'00"
86.09'
84.91'
N 53*10*44" E
C13
125.00'
32*53'00*
71.74'
70.76'
N 53*1 0'44n E
C14
C15
175.00'
175.00'
5*20'25"
21 *15'20"
16.31'
64.92'
16.31'
64.55' a
N 66*57'01" E
N 53*39'09" E
C16
175.00'
617'15"
19.20'
19.19'
N 39*52'51 " E
C17
150.00'
53*32'45"
140.18'
135.14'
S 63*30'37" W
C18
175-00'
21 '37'35"
66.05'
65.66
S 47*33'01 " W
C19
175,00'
22*34'34"
68.96'
68.51'
S 69*39'06" W
C20
175.00'
9'20'36*
28.54'
28.51'
S 85*36'41" W
C21
125.00'
31 *55'111"
69.64'_68.74'
S 74'19'24" W
C22
-
125.00'
21 *,37'35
47.18'
46.90'
S 47*33'01 " W
C23
" 150.00'
37*13'110"
97 .44'
95.74'
N 71 *06*26* W
C24
175.00'
19*56'19*
60.90'
60.59'-.
N79*44*51'* W
C25
175.00'
: 7 - �15�r
52.78'
52.58'
N 61 *08*1 7w W
C26
1125.00'
18*36'35"
40.60'
40.42'
N 61 '48'08" W
C27
125-00'
18*3635*
40.60'
40.42'
N 80*2443" W
C28
325.00'
52*44'48"
299-20'
288.74'
N 26*07'27" W
C29
350.00'
0"29'35-
3.01'
N 52*15'03" W
C30
350.00'
----3.01-
11 *4854"
72.17'
72.05'
N 46*05'49" W
C31 1350.00'
11 '49'05*
72.19'
72.06'
N 34-16'49* W
C32
350.00'
11 *49'04"
72.19'
72.06'
N 222.7'45" W
C33
50.00'
89*59'19"
78-53'
70.70'
N 4514'37" E_
C34
25. DO'-
89*59'19"
39.26'
35.35'
N 45*14'37" E
C35
3 4 W
31.07'
30.85'
N 12*07'06' E
C36
---75.00'
75.00'
45*20'00"
59.34'
57.81'
N 46*39'15" E
75.00'
20*55'01 "
27.23'
N 79#46'46" E
25.00'
-
90'00'00"
--27.38'
39.27'
35.36'--
4445'44" E
C39
25.00'
90*00'00"
39-27'
35.36'
_S_
S 45*14'116* W
C40
25.00'
90*00'00"
5.36-
N 44-45-44- W
C41
25.00'
90*00'00*
-39.27'-
39-27'
35.36'
N 4514'16* E
C42
150.00'
20*37'03"
53.98'
53.69'
N 10*04*1 5n W
C43
C44
125,00'
175.00'
20*37*03"
20*37'03"
44.98'
62.97'
44.74'
62.63'
N 10*04*15" W
N 10*04*15* W
C45
25.00'
90'00'00"
39.27'
35.36'
S 44'45*44" E
C46
50.00'
90*00'00"
78.54'
70.71'
S 44-45'44- E
C47
75.00'
17*27'17"
22.85'
22.76'
S 81'02105n E
75.00'
30*52'31 "
40.42'
39.93'
S 56'52'11 0 E
_C48
C49
75.00'
36'10*31'*
47.35'
46.57'
S 23*20'40" E
C50
75.00'
5*29'41
T7.19'
7.19'
S 02-30-34- E
C51
150.00'
20*37'03"
53.98'
53.69'
N 10'04'15" W
C52
125.00'
10*18'31 "
_22.49'
22.46'
d
N 04.54-59- W'
C53
125.00'
1018*31 -
22.49'-
N 1513-31- W
76-54
175.00'
i 52'2V
5, 73"
N 19*26-32- W
C55
175.00'
18*44'34"
57.25'
-5.73'
56.99'
N 09*08'01 w W
C56
25.00'
88*56'45"
38.81'
35.03'
N 64*51'09" W
C57
25.00'
911)3'15"
35.68'
S 25*08'51 " W
C58
25.00'
91 *03'1 5m
-.39.73'
39.73'
35.68'
N 25'08'51" E
C59
25.00'
88*56'45"
38.81'
35.03'
N 64'51'09" W
C60
100.00'
41 '24'35"
72.27'
70.71'
S. 49*58'12* W
C61
125.00'
9*14'16*
20-15'
20,13'
S 3353'O2" W
662
125.00'
30-10'20-
65.07-
S 53-35-20- W
C6.3
125.00'
1 *59'59m
_65.83'
4.36'
4.36'
S 69*40-30- W
C64
75.00'
40'48'44"
53.42'
52-30'
S 50*16'07" W
C65
75.00'
0*35'51"
0.78'
0.78'
S 29*33'50" W
C66
125.00'
28*20'20"
61.83'
61.20'
N 4326'05" E
C67
125.00'
13*04'14 f*
28.52'
28.45'
N 64*08'22" E
C68
100.00'
41 *24'35"
72.27'
70.71'
N 49*58'12" E
C69
75.00'
813'31 "
10.77'
10, 76'
N 66*33'44" E
C70
75.00'
33*11'04'*
43.44'
42.83'
N 45*51'26" E
7 _1
25.00'
90*00*00"
39.27'
35.36'
S 25*40*29" W
C72
25.00'
90*00'00"
39.27'
35.36'
N 6419'31 " W
C73
1 DO. 00'
41 '24'35"
72.27'
70.71'
S 88'37'14" E
C74
125.00'
12*47'37"
27.91'
27.85'
N 77*04'17" E
C75
125.00'
28*36'58"
62.43'
61.78'-.
S 82*1 X25" E
C76
75.00'
8*43'22"
11.42'
11.41'
S 72*16*37* E
C77
75.00'
32*41'1 3w
42.79'
42,21'
N 87*01'05" E
C78
100.00'
41 *24'35"
70.71'
N 88*37'14* W
C79
75.00'
41'24'35"
_72.27'_
54.21'
53,03'
N 88*37'1 4n W
C80
125.00'
17*06'50"
37-34'
37.20'
S 7913'54" W
C81
125.00'
24*1745"
52.61'
N 80`03'49m W
C82
.53,01'
30.75'.28.85'
S_ 35-26'14" W
C83
--25.00' ...70*28'30'*
50.00'
70*28'30*
61.50'
57.70'
__
S 35*26'14" W
C84
75.00'
9'48'12*
12.83'
12.82'
S 05*06'05" W
C85
75.00'
32'38'20"
42.72'
42.1 i'
S 26*19'21'* W
C86
75.00'
28*01 '58"
36.70'
36-33'
S 56*39-30- W
C87
25.00'
89*57'43"
39.25'
35.34'
S 44*46'52" E
C88
50.00'
89*57'43"
78,51'
70.69'
S 44*46'52"
C89
75,00-
2356'23 w
311-34'
31.11'
S 77*47'32" E
C90
75.00'
32'38'20"
42.72'
42.15'
S 49*30'1 Ow E
C91
75.00'
33-23'00"
43.70'
43.08'
S 16*29'31 * E
C92
25.00'
90*00'00"
39.27'
35.36'
N 45*14'160 E
C93
25.00'
90*00'00"
39.27'
35.36'
S 44*45-44- E_
C94
150.00'
19*33'47- --51.22'
50.97'
N 09*32'37" W
C95
125.00'
19*33'47"
42.68'
42.47'
N 09'3237" W
C96
175.00'
5*48'420
17.75'17.74'
IN 16'25'1 Q* W
C97
175.00'
13*45-05-
0;
41.90'
N 06*38'16" W
C98
25.00'
12'41'42"
5.54'
5.53'
N 8353'25" E
C99
25.00'
63'44*07"
27.81'
26.40'-.-N
45*40'31" E
C100
56.00'
66*56'20"
65.43'
61.77'
S 47*16*38" W
C1 01
56.00'
49*46'02"
48.64'
47.13'
N 74*22'11 " W
C1 02
56.00'
4110*08N
40.24'
39.38'
N 28*54'06" W
C1 03
56.00'
41 *08'48-
40.22-
39.36-
N 1215'22" E
C104
56.00'
40*26'23'
39.53'
3 j8_.71'
N 53"0 L58
'
*'"
174
'
7'
'"C1056.
N5082,0805E
C1 06
350.00'
11 '49'04n
72.19'
72.06'
N 10*38'40" W'
C1 07
350.00'
4*59'05"
30.45'
30.44'
N 02*1436" W'
C1 08
300.00'
20'40'13-
108,23-
107.64'
N 1 O'25'26" W
C1O9
1300-00'
21'51'040
1 114.41'
113.72'
N 31'41'04" W
C110
300.00'
9*53'1 4's
51.77'
51.71'
N 47-33'14" W
C111
300.00'
0'20'160
1.77'
1 1.77'
N 00-04'490 E
SOUTHWEST CORNER
NORTHWEST
1/4 OF
NORTHWEST
1/4 OF
I
SECTION
26,
TOWNSHIP 31
SOUTH
RANGE 38
EAST
POINT FALLS
IN DITCH
20.00'-/
AR AMMIRRIStv
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11
i;EBASTIAN RIVER LANDING PHASE TWO
SEC11ON 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST,
NOTE: CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, FLORIDA
PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
ALL LOT CORNER MONUMENTATION WILL BE SET AS
I m mg
1/2 IRON RODS WITH CAPS MARKED LB 3608
.3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 329352338
PHONE (321) 751-4444 FAX (321) 751-4445
PROJECT NUMBER: 2020309
DRAWING NAME: 02-309-PREPLAT.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 06/17/05
S 00*11'59" W
GRAPHIC SCAIE
so a 00 10
( IN I= )
N I inch - 60 fL
NOT PLATTED
NOTICE: 'THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO
CIRCUMSTANCES BE SUPPLANTED IN AUTri
HORITY BY ANY OTHER GRAPHIC OR
A
DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT '0-
ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE' PUBLIC
RECORDS OF THIS COUNTY.
COUNTY LOAD "'0
WEST LINE OF THE SOUTHWEST 1/4 OF
SECTION 26/31/38
1323.58'
1=1
9;
NORTHWEST CORNER OF
SECTION 26,
T�DANSHIP 31 SOUTH,
RANGE' 38 EAST,:r)
ft,07 2 2
2647.15'
1r)
,her 6 200
NOT PLATTED
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39.27'.
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DELTik
U-:NG1H
0N40RD
H-CRO IKAR*iG-
Cl
20*39'46"
36.06'
11 5.87'
S 10*02'53" E
C2
75.010'
20*39'46"
2 7., D 5V
:26.90'
S 10'02'53" E-
C3
125. 00'
20*39'46
45-08' 1
44.84'
S 10"02'53" E
C4
'100.00'3043'02
53.6111
52.97'
S 35*44'17" E
'100.00'
16*40'128"
29. 10'
29.00'
28'43100" E
-05
C6
100.Q0'
14102'34"
' 2 4.51
24.45'
-'S
S 44'04131 " E
C7
75.00'
30*43'02"
40.21'
39.73'
S 3544"17" E
C-8
75.00'
30*43'02m
AW.21'
39.73'
14 3544"170' IN
C9
50.002
30*43'02*
26.81' 1
26,4'
114 35*44 111 7" IN
-610
25.100'
90*010'00"
39.27.
:35315'
IS 65*22',W" E
C11
2-5.00'--
90*00'00"
39.27'
35.
!
�24-3-7-14" IN.34
C12
150.00'
32*513'00n
86.09'
N 531 044"-E
C13712-5.
0-0'-
32*513'00*
'1-84.91'-
71.74'
70.715'
N 53*10'44" E
C14
175.00'
5*20'25"
116.3 1'
16.31'
N 66*57'01" E
21 *15'201
64.92'
64.55'
IN 53*39*09' E
C16
7,15.00'
6*15"-
19.20'.
1919'
N 39*52'51" IE
C1 7
150.00'
53*32' 5,"
140.18'
135. 14'.
S 62i*,3037-` IN
7 5-. 00'
21 '37'3510
66.05'
155.6'
'S 47*33'01 "' IN
C1 9
22*314'34"
68.96".--168-51'
S 69*39'06" IN
C20
-175.00'
175.00'
9*20'36"
2 1 5= 4"
28.51'
S 85'36'41 IN
C21
'125.00'
311*56'11"
(59.64'
68.74'
S 74'1924" IN
-E-2125.00'
21 *37'35"
47.1 El'
46.912'
S 47'33'01 `11` IN
3713"10"
97.44'95.74'
N W) 71'26" IN
_C23
-C24
C25
150.00'
175.00'
17,5.00'
19'5,6"1 9m
17*16'51 "'
-18-*36'.55"
(50.90'-
52.78'
60,.519*
52,58'
-N 79*44'51 " IN
N 61W"I 7" 1
F61-2-!5-.0-0'--
Jw.-60'--74-0.-'2
4-'
W-6-1-AW08" A
C27
125A '
18*36%55"
40.60'
40.42'
N 80*2443- 'W
C28
325.00'
5'2*44',Q7
299.20'
288.74'
14 26*07'27- 'W
C29
350.00'
0-29'35"
3.01'
3.01'
N 52*1 Ir-'03" IN
C30
350.120'
11*4854'
C7217'
7105'
N 46'0,'5'49" IN
C31
3510.00'
11'49'05"
Z 2.19'
72,06'
N 34115'49 " IN
6 -, F2
- 3-5 1 Q. i D-0 `
-11- -*4 9'0-4 '-'
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72.06'
N 22*27'45" IN
C33
50.00'
89-59'197
78.53'70.71'
N 451,4'.37" E
C34
25.C*'
891159,119 W
39.26'.-35,35*-.-N
45'1,4*37'* E
C35
715M'
23*44"181*
31. 07'.-
N 12*07'06" E
C36
75.00'
45*20'00"
59.34'
-30,85'
57.81'
-
N 46*39'15"' E
C37
75.0
2200*116101"
27.38'
27.23'
N 79*46'46m E
F8
90'CQ'13C1*
39.27'-35.36'--S
44'45'44* E
--25.C*'
C39
25.00,
90*00,00m
39.27'
35.36'
S 4' 514"16 " IN
C40
215.00'
90100C1N
39-27'
p
35.36'
N 44*45'44' IN ss
C41
-6�2
25.00'
150.00'
90*00200
20*37'122i"
39.27'
53.913'53.69'
35-36'
N 4'514'16" E
N 10*04"15" IN
-6-43
1- 25-.00'
20217'03"
44.98'.-
44.7 4'
N 10*04"15" IN
C44
175.1-'
62.97'
6 2.6 3'--
N 10*04' '15" iN
-C45
25.00'
20*257'123"
901020"
39.27' 7'
35.36'_
S 44*45'44" E
C46
50.00'
90*00'120"
78.54'
70.71'
S 44*4544" E
C47
7' 5. 00'
17*27"17"
22.85'
22.76'
S 8'1*02'05" E
C48
715.00'
30"'31W2'
5
- -
40.42'
39.93'
S 545*5,2'11 " �E
C49
715.00'
3610'31m47.35'
S 23*20'40" E
C-50
75.00'
5'29'41 "
7.19'
-46.57*--
7.19'
S 012*30'34m E
G51 --i5630°
20*137'025"
53.913'
53.69'
N 10*04"15" IN
5. GO'
10*1831"
22.49'
22.46'
N 04*54'59" IN
C53
125.00'
1018'31*
22.49'
22.46'-
N 1513'31 " IN
C!54
175.120'
1 *52'2:9"
5.73'
5.73'
N 151*26"32" W
-17 ; 5-. 0 -0'
-1E1-*4W34-"i
57.25
56.99'
N.-09*08"01" W
C56
2,5.00'
88'56',45"
38.81'
35.03'
N 64*51'09" W
C57
25.00'
91'03"l 5"
39.73'
S 2' .5'08',51 W
-25. 0 0'
9103'15"
39.73'
35.68'
N 25*08'51 E
C59
25.00'
88156'45738.81'
N 64*51'09* IN
C150100.00"
41*214*35"
72.27'
-35.03'-
7031'
S 49*58'12 W
G61
125.00'
914'16"
20.15'
20.13'
S 33'53'02"' IN
C152
125-120'
.
301020"
65.83'
65.07'
S 53*35'20"' IN
-bF3--1-25.
-0""'-'-l*-59-"-5-9"
D
4.36'
4.36--
S 69*40'30" IN
C154
75.00'
40*48'44"
53.42'
52-30'
S 501 El'07" W
5-5-
75. 00'
0-35' 1"
- -035 � p
0.78'
S 29*33'50* IN
C156
125.100'
28*20'20m
61.83'61.20'
N 4,3*26'05" E
bF7 -
-1-2 5. D-O'
'-1,5-*04'14.7
28.52'
28.45'
N 6408'22" E
C158
100.00'
41 -24'351of
7127'
70. 71'
N 49 *!012" E
C I F9 -
- T! 5-.0-0'
Ell 3'31
0. 7 7'
10. 76'
N 615'33"44" E
-EFO -
--T!;-()O'
331 J'I)A."
42.83'
N 45*51'26w E
-25140'29"
C71
25. 00'
90'00'0(F
39-,.2'7-'-----35-.3-6'
--S
IN
C72
25.00'
90*W'00"
13927'
35.36'
N6419'311" IN
C73
100. DO'
41`24'35"
S88'37'14 . E
12*47.37m
_72.27'70.7"I'
27.85*-.
N 77*04"177 E
-C*74--125.,00'
C*75
125.00'
.
28*36*58"
-27.91'
152.43'
61.78'
S 821325, E
C76
8*4322"
11.4.2'
1-1. 41'
S 72*16'37* E
C77
-75.00'
75.00'
ALI 30
42.79'
42.21'
N 8701'05" E
&Fa---l-00.00;-,-1*
4'pd!4-',3-!i"--72-.2'7-"-,-7-CI.7'1'
4:" IN
41*24'35w
54.21'-.--53.03'
N 88*37'14:* IN
-.9L9-Z5.00'
C80
125.00'
17*06'507
37,34'
37.20'
S9*1 73'54'* IN
CC1
1-2 5. 0-0
-24117'4-,ri"--53-.01-'-.-52'.-6,1-'
--N
80-03-49' IN
C82
25.00'
701iiXF
.3035'
28.85'
S 35-20 4" A
-ZiiT
--50-. 00'
70-28'307
61.50'
57.70'
S 3526'14" IN
C84
75.00'
9*48'11 2'm
12.83
12.82'
S 05*06'05" IN
C85
75.00'
32%�F8 20"
42, 7;2
42.15'
S 26 *19'21 IN
-ZgE
Zi 00'
28V1'5EI*
3630'
36.33'
S 505'3930" IN
Z if-
-2 5. 6 6;
-8 9-15-7 - 4." 5 m
391!5`-
3 5-.3, 4 '
IS 4.4*46 '52" E
50.00'
81 57'C5"
78.51'
70.69'---S
44*46'52" E
_C88
C89
75. 00'
23156'2.15
31.,34'
31.11'
S 77*47'32" E
64F
-75-. 00'
32*38'20w
42-3'
42.15'
S 49*30" 10" E
C91
75.00'
33*2300w
43..7Y4K&8-1---
S 115-29-31' E
C92
25.00'
901)0'00"
39.27'
35.36'
N 4514`16" E
-693
25.00-
901)0'00-
39.257
35.36'
S +4-4 - 5' ' 441W E
C94
C'95
150.00-
125.00'
19-33' 45W-
119*133'47742.68'
-51.2i
50.97'
jN' 09*32'37m IN
IN N091237n
C'96
175.00
5*48'42"
17.75'--
1 ZJ4'
N -LIFZ5�Q-w
- --*
13*4505"
-
41.90"---N
06*28'16" IN
C'98
25.00'
12*41'42"
42.010'
5.54'
-
5.5'
N 833"5i31.5" E
63-44#07"
27.81'-261.40'
N 45*401'3 1 E
C1 00
515.00'
66"156'20"
65.43'
61.77'
S 4716'38" A
Cl 01
515. 00'-
49*46'.0427
48.64
47. 13
N 74*2211 7 W
C102
C1023
56.1
545.00'
4110'08"
41'08'48"
40.24'
40.22'
391.38'.
391.36-
N 215*54'06" IN
N 12*15'22" E
C104
515.00'
40*26'2,5*
39.53'
38.71'
N 53'02"58" E
515. 00'
17*43'500
17.33'
17.26'
N 82*08`050 E
-Cly!
C1 06
C107
.350,00'
3510,00'
11 *49'04m-
4*59'05*
72XV
30.44'
N 10*3840' IN
N 0214' 36 " IN
C1 08
300, 00 0
20"W"I 3w
-30.45',---
10823'
10*7.154'
N 5'26" IN
C1 09
300.00'
21 *51'047
114.41'
113-72'
N 31 *4,104
1
30100
0.'
W! 3"14"
51.77'
-
13"l
51.7'
N 47'3 4 IN
I
2 L11
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1. 77'
47
1.7' '
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LINE ---LENGTH
LT?iE-jfJiALE----------
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IN
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125.58'
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52*29*51-
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25.00'
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139'43,01 -
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25.156'
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89*43,01"
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L5
1!5-118'--S
2072'46"
E
53.161 "
S
36"44"14"
IN
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L7
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65.60'
-
N
159*43'01 *
IN
L8
39-27'
N
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IN
L9
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70'40'29"
E
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50.06'
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SEBASTIAN
TWORIVER
LANDING PHASE
SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, is
A --i v V" (.".,nrY OF SIEBASITIAN, COUNTY OF INDIAN RIVER, FL(DflIDA
:I
PLAT 1300K'�
3
PAG E
1Lxjr1;A,rr11k"
z
30 IN 20 NO'n-. SHEEl" OF
IOR TO THIS. RELEASE Of- THE PE'RFORMANCIZ BOND,
Di ALL LOT CIORNER MONUMENTATION WILL BE'- SET AS SE,cn0N -- 23 _"nip.. 31 .S•, RMIGE -I....E.
I inch - &D ft. 1 to lD I -- - ,/2 IRON ROD"') WITH CAPS MARKE1 "LB 3608".
tlx
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75.00 75. 00' 61.01' 0
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to 1 to BELLWY TRAII 1,r, \ - ri
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SOUTHEAST CORNER OF
NORTHEAST
'1 /4 OF
NORTHWEST
1 /4 OF
SECTION
26,
TOWNSHIP 31
SOUTH,
RANGE 38
EAST
12.4. 3 7'
NOT PLATTED
PARCEL.
100001
0004
010005.0
KEY MAP
mm, m SCAE
75. 00' 75.00' 1 75. 0 0' 84. 50- -124. 44'
75.00' 75 00' 7,5. 00' 1 75.010' S 223.03
1 oo. 9
7 ►EAST 1-114E OF THE NORTHWES3T 1 /4 OF INIORI"HEAST CORNER OF
IS 00014`5-) NOT PLATTED 1197.0 4 SECTION 26,/S,1/38 1'�-iE N(X;11!TH1WESI' 1/4 C)F
PARCEL. 01000100111)400002.0 MIPAIND 11Y.
NOT PLATTED �c .
S'E'.CT1( DN 26,
PARCEIL e0o. =7 WMhM M07T 1AND SURVENING C
LEGFEW: TOWNW SHIP 31 STIH,
00001 3716 NORTH INICKHAM ROAD, SUITE 3 FR'ANG;'E 38 EAST
0004 Cl = 4"X4" CONCRETE MONUMENT WITH NAIL AND DISK MARKED "'PRM LB 3608- (SEI) MELBOURNE, FLORIDA 325I35-2338
000104.0 0 = 4%4" (3ONCRETE MONUMENT INITH NAIL AND DISK MARKED "PRM PLS 5060" �(FOUND)l PHONE (3:21) 751-4444 W (321) 751-4445,
(UNLESS OTHERWISE SHOWN) I PROJECT NUMBER: 2020309
ig = 4"' x 4" CONCRETE MONUMENT WITH NAIL. AND DISK MARKED "PRIM LEI 13608 WIT" ('SET) DkkWING NAME: - 02--309iPRE-PRE-I
0 NAIL AND DISI< MARKED "PCP LB 3608" (SET) DRAWN BY: IDANII-11- D, (ARNER P.&,M, 6189
PREPARED ON: 06/17/05
0 NAIL. AND DISK MARKED "PCP PILF.), r.50160. (FOUND)
Zi NAIL. AND DISK MARKED "PRM L.8 13608- (SET) 53EBASTIAN RIVER DRAINAGE
A NAIL AND DISK MARKED "PRM PLS 5060" (FOUND) DISTRICT RIGHT-01FWAY
clCURVE NUMBER FOR CURVE TABL.E j PER O.R. B1001K 193, PAGE 4.96
##
LINE' NUMBER FOR LINE TABLI- ......
R/W = RIGIHT-OF--WA'(
it P . B. = PLAT BOOK' 'MANENT CONTROL POINT
PCIP PER, FORKII THE OFFICPkL
PG. = PAGE NOTICE: THIS PLAT, AS RECORDED IN ITS) GRAPHIC, I S
RP = RADIUS POINT X) DENOTES; LINE BREAK/CliANGE IN DIRECTION DEPICTION OF THE SUBDIVIDED LANDS DEE'SCRIBED HEREIN AND WIL,I,- IN N() I
�R RADIAL
POL POINT -OW -LINE
CIRCUMSTAN(`.ES BE SUPPLANTED IN AUTHORITY R G'RAP HI I C
P I PouNi-OF--INTERSEC TJON Nio NOW -RADIAL, BY ANY CYTHI OR
PT POINT OF --TANGENCY` LB LICENSED BUSINESS DIGITAL. FORM OF THE PLAT. THERE MAY BE' ADDITIONAL RESTRICTIONS THIIlv'r
PC POIN'r-OF--CURVATURE PUS PROFESS')IONAL LAND SURVEYOR
ARE NOT RECORDED ON THIS PI -AT THAT h4A)' BIE FOUND IN THE PUBILIC.
-OF--RE)/E"RSE` CURVATURE PSIM PROFEESSIONAL. ISIURVEYOR AND MAPPER OF THIS COUNTY. PRIC POINTf R E'C 0 RT) S
PRM PERMANENT REFERENCE MONUMENT O.R.B./O.R.BOOK =: OFFICIAL RECORDS BOOK
L Prl 11
6