HomeMy WebLinkAbout2005 - (Mylar) Plat Book...........
NOTICE: 'o
OTICE: NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED
T"rA \TI
N
IN EASEMENTS WITHOUT CITY APPROVAL.
NOTIC
NOTICE:
C E: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
PI C�
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO
0
NOTICE: ROUTINE MAINTENANCE (e.g. mowing, etc.) OF
VSOECT10�144 121
TOWNS!�,117ft'
3"! 'S.OU TWH
�3ANAGEE ;!i.`40Z3
�H AMF
C I C U L.-
CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR
I
EASEMENTS SHALL BE THE RESPONSIBILITY OF THE SEBASTIAN
DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT
CROSSINGS HOMEOWNERS ASSOCIATION, INC. AND NOT THE CITY
C 'lor vi 0 17-- 1�'7
�7�1-�-: !A
DIAN
FLORDA
ARE NOT RECORDED ON THIS PLAT TH/J MAY BE FOUND IN THE PUBLIC
OF SEBASTIAN.
0
CO
RECORDS OF THIS COUNTY.
M
r
t luri" [15,164''
INFIN
D. UNSATIISHED MORTGAGES OR LIENS ENCUMBERING SAID PROPERTY ARE AS FOLLOV/S: MORTGAGE
RECOREED DECEMBER.2 2004, IN OFFICIAL RECORDS BOOK 1807, PAGE 976, PUBLIC RECORDS 07, INTDLA � I RIVER
COUNTY, FLORIDA
E CONIFTLICUNG RIGHTS OF WAY, EASEM[ NTS OR PLATS AFFEC17ING SAID PROPEFTY ARE AS FOLLOVV`S:
13
I
SMEMI
V 11 '1 1"04 A
a
I Iti! XWAVI a OL49-41 R a VIIAZI vil a IRLIL]Niw�w.,IILII,DBI;,W*,ZcvAi'lama I
1. CONSERVATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1807, PACE 963, OF T1 HE PUTALI C
RECORDS OF INDIAN RIVER COUNTY, FLORIDA-
lip
6. jDEC1AR,4TI0 N OF COVENANT AND RESTRICTION ON LANDRBCORDED IN OFFICD�LRIBCORDS BOOK 1827,
PAGE 1834, OF nffi PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA-
7. DPAINAGE EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 1864, PAGE 3F33, OF THE
PUBLIC RECORDS OF IWLAN PJVER COUNTY, FLORIDA.
G. AD VALOREM TAXES ON S AID PROPERT`7j� ARE PAID THROUGH TKE YEAR 2 004 FOR T�� PARCEL L D. Iq AT:3ER S
8-220000010OC-00002.0.
Alle at A VA DID' 59142tvl . 414211111D. 41411=3WAK0•k,1016
2
QEEME]Q6MQF _AP M-1-AC Y1,
f0Y,_jjjE 7[Y F F -9 AIN
THIS IS TO CERTIFY THAT ON-eL-!-DAY 2005, THE CITY
COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, APPROVED
LIOK'��A`-iON MAP
NOTE:
PRIOR 1-0 THE RELEASE OF THE PERFORMANCE BOND,
ALL LOT CORNER MONUMENTATION WILL BE SET AS
1/2" IRON RODS WITH CAPS MARKED "113 3608".
i � Y:
7�A i�',AAN7LDAIAI 1, e_1 0 mi T . Ijp_'I:�-D SURVEYENG INC.
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751-4444 FAX (321) 751-4445
PROJECT NUMBER: 2030500
DRAWING NAME: SEBASTIAN CROSSINGS.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 12/28/04
REVISED ON: 01/06/05
REVISED ON: 03/11/05
REVISED ON: 04/22/05
REVISED ON: 06/07/05
C5Y SURVEYOR'S __(;F1ZEEjQ6jE_
THIS PLAT OF SEBASTIAN CROSSINGS HAS BEEN REVIEWED
BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER
160071 1
REll S D IN
PUBLIC RECORDS INDIAN
R UVER CNTY FL
BK: 19 PG:33,
06123/2005 at 11: 13 AM,
JEFFREY K B.4RTj1K6"
A parcel of land lying in Sect 22, T%,.Iship 3-1 South, R.-Ange 38
77n.c_--t, Indian River County, Florida, being more part-I.Rou'lar,%f U'Iribed
a- folt'omm:
Beginra"w- ali'"'m Northsas#c-,!nsr of 4ehmh "llouthaas"-1/4 of srild Sectlen
parcpl; V".ence irun 89047"114"' VVfemt along i, Is $S3ou-Il 11ne of the
��cut,h 1/2 of thf- NzrU-isast li94 of zaid ELction 22- -,Jd aine a'su be! -g
Ill Nhqh line of 1.tea nnds describad in DeGd 31 0015, Flar-le ilS, of bie
,j
171lub4c of said Indian River Cn-unty, a of 23C,.00 Feet;
then,,-�a Sout'h 'i'Vesic' E-Jogig Vcst 'Hine Or- sali Dell Eook-
00169
ge 0"'Fj a distarv-e of _225.31 0�aet; the-i- -a leavli"IQ Q
FT" 'Nest, ` r- ciist-nicre, (- f 9"4,zF_7 Fee"� i o a o n `rn Is
r, ou"h 7 Snl
L
No' , '.ii�!Boo00i Lo'g 117WIse J1Z'1%Wu5j- 5ice Nord-_ ^9,4,rwl
Wc.- Kiorth 1-ine d" i2'1_1Ld 2,3ok Page 3-305, a
ast L t
Pr, -.58 R;ct; th inc -IF 4i�;-t_;Wd d Sook "i c,.' 681.84; Fe'let;
th6v-iCG i'117�r<_-h 80*52Gi"' East alonj the Gouth line of,,4ak! Deed ScI
00VU",
I a distenca o"17 Vl 5. 893 F-eet to t%.a Ea%c:19, liae CWhe -Za',d
tSoutheast 114osaid Stion 229 9- -"kI,
eflC.L-
"-i2111Wt1a--galor n
y1 N-oidEasteo0 gf ko;-n- r Subdivision, according to th-, plat t herecf, as recorded ',,nPlat
Rook III II 31, o'll-l-'he said Piublic ireca.dG oi+ llndien River County;
'I" 1141est along VIII North line of said kc-mar
South 30'05150
Subc-i'vile.-Ion anJ it's Wiesteriy exteri,4.�,, a d!8"'ans's of 766.Z05 Fe�A;
thence iNlarth 03'12'10" East, a dlistance -of 467.4E', Feet; thance South
'ng" !.Mesa dif-nce o7 Zrld.41 Feet; thence Swilh 66DI. �
t 7'4 1
%.,)tL_ III �
West, a distanck-.1 of !1_17,2146 F-cat to the E-Cast line of lands described ;,_n
O.R. ��3jk e-6979 _Page 39GI, of t1ml-S 7,a'ld Public rac:frds of Ind!c-,n River
Ccunty; thZ-4-9-ace Niorth 00"'SLY 312" East along S,'Jd_ East Una, a distanc:%.
lf dMe"ZI -a PIIII en ths. N-offk'ii 'line alf the Eout!, of thaizo
Nofthcvas 'if 6,9 sZ.:11d SectiZI 22, ne also being the Fccuth line of
---db, P-1, M, O.R. Book 1002, 71lag-lii� 35416-�62'% of the Said
P "ieiice South 8S'l60'_ East,
�ie -A?,ia ^cL i n -7
-acii, r u A; t'm S1 . I i!� -3 of 15691.79 Feet to a point
alolA t-III avad,3%outh V*n,%,
4 NrAhaast 01/4 ll sala Ge&,Uon _72; � e Sobith
,411ho 7
It; 90 tfffl, - ,A, i 66'.CI9 Feat to the
14- -id d!stance cf � Jona, se, East 1
P
F�0'1 _7GII JVN!1403i.
onl'%- inir,,q 47..".54 Acres of land -m-- a or "ess.
IMMEMAM QE_ !_E,%E
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
THE FOREGOING PLAT AND ACCEPTED THE DEDICATION THEREIN. EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES 1, CLERK OF CIRCUIT COURT OF INDIAN RIVER
THAT THIS CONFORMS TO THE REQUIREMENTS OF CHAPTER 177, COUNTY, FLORIDA DO HEREBY CERTIFY THAT I
FLORIDA STATUTES. HAVE EXAMINED THIS PLAT OF SEBASTIAN
CITY ENGINEER: CROSSINGS SUBDIVISION AND THAT IT COMPLIES
MAYOR:-- WITH ALL THE REQUIREMENTS OF CHAPTER 177
NATHAN McCOLLUM AVID FISHER ;7
OF THE LAWS OF FLORIDA. THIS PLAT FILED,,, -FOR
RECORD THIS III
-- - - - - - - - - - - - - - - - - - - - - - - - - - - -
ROD REED 20'_,�D, AND RECORDE -PA.
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 3916
0 K, 1. S' OF P1
CITY ATTORNEY:
17 THE CLERK OF (111 T F)J
4:'17DE1QME_nE SUSM
KNOW ALL MEN BY THESE PRESENTS, THAT THE
UNDERSIGNED, BEING A LICENSED AND REGISTERED
LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON
AUGUST 18, 2003 -I COMPLETED THE SURVEY OF THE
LANDS AS SHOWN IN THE FOREGOING PLAT; THAT SAID
PLAT IS A CORRECT REPRESENTATION OF THE LANDS
THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED;
THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN
PLACED AND EACH P.C.P. WILL BE SET AS SHOWN
THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES
AND SUBDIVISIONS AND PLATTING, CHAPTER 913; AND THAT
SAID LAND IS LOCATED IN THE CITY OF SEBASTIAN,
PLAT BOOK
PAGE
DOCKET NUMBER ��'VO� I �_
SHEET OF
SECTION __.ZL_TW`P. RANGE
INARBAUtm
INDIAN RIVER COU FLO DATED JoUj�;l 2005 THE ACT AND DEED OF SAID CO3 MPi-J�Y.
IN MTN ESS WHEREOF, I HAVE HERETOSET MYHAND AND SEAL
ON THE VE DATE.
'too
Xf
REGISTRATION REENEE WRIE
�NIMC RICHA URINGER
FLORIDA RIVER COUNTY,
MYCC)MMISSION#DD4296
ATURE) (APPROVED AS TO FORM) F*4
SEAL In
. . . . . . EXPIRES: September 16
DANIEL D. GARNER, P.
Thru Notary Public underwriv
ed
NusjkKY rUt5lll
WILLIAM MOTT LAND SURVft, INtA-r E
3716 NORTH WICKHAM R04QP,,
BY: Lh o mS1' i %A
47 t4ELBOURNE, FLORIDA 32
DEPUTY CLERK OF CIRCUIT COURT IN IV
C TIFICATE OF AUTHORIZATI V
M. YC(Xh1A1SSI1ON EXPIRES Oq
COUNTY, FLORIDA'Fil 0
�Q 11
S ..>r«,....-ae A- T I N C Fo 0 SlJ Tlo,'LNGS
NOTICE: NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED CCNE 33 —AST7A
IN EASEMENTS WITHOUT CITY APPROVAL. HP 31 SOUTHI RAN
NOTICE: ROUTINE MAINTENANCE (e.g. mowing, etc.) OF C-1 .. P( OF SLEHASTIAN, CO-1,NTY OF WDAN NVER, FLORIUA
EASEMENTS SHALL BE THE RESPONSIBILITY OF THE SEBASTIAN
CROSSINGS HOMEOWNERS ASSOCIATION, INC. AND NOT THE CITY
OF SEBASTIAN.
R
Rl
0
W
Rl
�j
ri
0
4
ffil
BEARliNGS SHOWN HERIZON AREI BASED ON THE 77AST LINE C"F T14E GOP._l7-',2AST 114 111,;97
SECTICN UTH
22TOWNSPI P 31 SO , RANGE 38 EAST, V DIAN RIVER COU HITY, FLC .711-C-AII, SZBE111II-
1: OUTH 00"12'10" VVEST, SAID BEAR-dIA G IS BAII ON THE STATE PLANE COORDi'AX� z
THE FOLLO'gyp l"G EASEWNTS ARE PER F.73Y IZZZ77RVED:
2BY
EASEMENT 2.50 FE-ET 114 WICITH ALa-..'C fl,L 80Z AiN"D REAR 1 01, LINEC IS HER
DEZ'i'CATED FOR THE'iNSITALLATION AND MAINTERAHICE OF ?U!T-l-...%0'l UTILITIES AND CASL'h
TELEVISION SERIVICIFS UN.LE;02%S 01-AERIVASE SH*.`l'lj-4N.
B. ANO-�,].-EXCLUSIVE 10 FOOT PUS-L!C.
OUTSIDE-OFTHEPRWif" E XND PUBLIC ROAD
R'ESERVILE D FOR THE 1,41STALLATION C7 UTiLI72S, U4 LESS OTH ERWS E NOI-ED. TV iS D C.2--S
NOYAPPLY 10fri ERE TH E RlIGHY-Oir7%lhFA%-7 LIN E AHD THE PL-AT BOUNDARY ARE THl'__l7SflvlE.
C. ALL DRAIN;, E EASEMENTS A -RE PRIVATE !,`4D DE-u"iCATED TO THE &EBAST!-AvA
C PROS SIN GS H OMEMN ERZ S ASSOC IATIQN, INC. FIC111z IN T LAI Tl��N, i iNT'"E.INAN'�HEAR0
#XCESS OF DRAWAGE FACILITIES.
*6j L-1
NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORiDA PU3LIC SERVICE
Cowlssla-4.
AS UTILML I"N THE NOTES AND OS CHUWN HERFf_',o?% THE TERA "ELECTRIC" EA&77ME�111T
SHALL SPEC IFICLY WC LU DE FLORII!Z LIQ `�*TCO. AND SHALL tffil"EXCLUD E
OTHER SUPPLIERS W ELECTRICrrY.
THE PRIVATE ACCESt"Z30 EASEWENT IS IHEREBY DEDICATED TO, c Cen,' TROLLED L;Y Alm
MAINTAINED BY THE SEBASTIAN CROSSINCS HaELF01AFNERS Asz-OCIATIOi, Fcn
RESInEMITS OF SEBAGTIXINGS TO HAV-1 %'C_--C2S3 T2- THE 'G
TRACTA(S.871 ACRES+ -)IS HEREBY DEDi",COATED TO, CONT.710LLED BYAND NA:-A1W�TA:Ku—_Lv- 7y
THESESAMIA-M, CROSSP,!C-0 Pl7Zil7JN'v, E , 3
WAY, FOR THE PURPOSES OF INGRESS AND SAID TRACT MrlSUB%.V'2CTT0,fAPL17L;C-
UTILITY EASEMENT.
NO COWSTRUCTIGN OF PERMAHEET STRUCTURES ARE Al.LC`4�ArED W7HIN Tl+�
PRESERVATla�TRACTS AND OR EASELiENr.S. NOALTEERATION. OR FlL!_t_!G IS ALLG4"v'=_j
W
`J GH ITHIN THE _PRESERVAT�90N TRACTS ZXCEPT THATIT-1HICa iARE PERWITTED THR-Cl TH 12.
AP40LICABLE AGENC22-S.
I. TRACT D AND PORTiONS OF LOTS, 36-54, INCLUSIVE AERE SUBJECT T-O.-`*.
EASE ME VT IN FAVOR OF THE ST. JOHoW S RIVER WATE. R!1L.Au AGE ME NIC 0 ISTRllt."O'I Jn, S Uaf`l:`27
TO THE PROVISIONS OF SECTiOIN 704.06, FLCRIDA STATU77ES.
� j
SURVEY FRS lqCY7E%ll.': (CC'NTI?v_'UED)'
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 AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT
%j ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
TRA-CTE(C.G78,1*,,CR-.S-�-)IS','TRE::YDEDr-.A,-,ED-i'O,CM;Tr-.-,Cma..LE-:,�D 0-YANDML!%lNTAlNE!)BY
"IER ASS0CLAIlQ�jWC.FCRlCC,%fL
13. "nACT F`0.021 sill,,C P-,ES+-) IS CONVEYED TO IND�ANW RIVER 1400OU-INTY BY 14VARRANTY CEELO
REGORDEO,'aN 017Z. 60OK-4 PA sE jyt 4 �UEI IG RECORDS OF IADW�, RIV7R
OF TKE r
,C,3U--NT Y, FLC7bA, POOR A fSANITA7k9`S2-,,N-ZR !LIFT STATICkNI
14. T RA C T 0, (2. f_'JYli A, ZN AREA FOR. SEE!Z-EAN R','I U-NDiNG PHAZZ-_-
IWO Al! D IS TO BrE-E FAAATALITHE SE67ASIPAN LA14UL-'G, aNC. FC.11L
ASEIT,-VATKA E,_"EMENTSSE U.R. EOCK 133G7, PAGE 0963, OF T14-E FUSLlC,_R2C0_lICD_S OF
V 7GKMAlINDiA- Ri O�O. 10Nap"RC�L-, 9 rr 0 Ly `7 iliE
OVYW %E!NxS ASS 0C �lffA3 c�. FCR_ FRRESFW^,W7,�.
15. TRACT A IS %e%dUf3JECT TO A�N' INCRESS A&ID 2GASEMENT IN Ft-VOR OF SEI_,IAH
LA'NDIiNG, iNC,, FOR ACC27GS TOTRACT GFORR Mlp"IFNAINCE.
16. PRIOR. TO CLEARING A00 GRAADING, MONUMENTS VALL BE SET AT ALL CHA ms ,jF
DREST ZN!F3.R CONSERV;%T10M EA-3Efv'7EiqT TRACT OX-40 TRACT OffliTHEF0.0' ' * z' " OF 1/2"
'4
R(,= MARKED, 18 3608" (UMLESS SHU-NNIBYA PERMWIE.NT RVE-FERENCE N,.'0-'NUFAEN7) AND
I"/�'XS'PVCPI,!-IES"--"'TF8S71CKERiI KED "CONSE RVATkDW EASEMENT NO EAR'NG OR
'"AND DISTUPZRAKQ�_� BEYOND THIS STAKE DO NOT REMOV. E THIS STAKE BY01RDER OF ST.
JIZ)HNS RiVER WWER MANAGE�=NIT n'STR=".
I -I R DECL - RAT Oili_ OF WVEN.AlT AL.11D RESTRICTION ON LAND SEE O.R. BOOK 1 1320, PACE
FG,
k664, CAF THE PUDLIC RECOR730 OF INDIAN R"VER COUNTY, FLO!RID-A.
FOR bE^LAkATlC-'0F COVEN `4T A",:0 RES'RJCT'3N t;.N LAjN-D SEE O.R. E-00`16*271 PArGIE
'II, CoF THE PL,"ISLICRECO, Da OF iN-bb,41,N RIVERCOUV77Y, FLORIDA-
- - R - & I - -125 —93- P A Cs, E 1 L 4 3 0 0
19. FI JaNDERS iN DEDICAT!a4 SEE O.R. BCCK, P AG E 11-1, 3 a. L F T!-!a i-E P U E3 L I C
p A r, Z
RECORDS, 0:7 WDIAN F-1WER . COUJINTY, FLORIDA. 4zopl.
20. VVATEND SEWER LINES SIH.ALL BE CONVEYED TO IN.E711AN RIVER COUk,,,17Y.
21. SITE DATA.
LOTS 27-70 (44) & 1082137 (36) .... 73II'X120'
LOT6 1 -26 �?26) Q'71-107
TC71"ALACREAGE " 47.8C4+-
I TAL ® 20' 1 �
70TAL LOTS = 137
SWI-DIIIG SZACKS PER CHE C!TY Cf,- SEBASTIAN PUD-P A-kl �71'10F TIME
A. 20'17RCi"I
0' rl E AiR
7.5"1"
0. T'T S I DirE C OR N"EE R
!UUMINC SE'� 3ASKS
SL'-
"WERVI'M
t
_H CIT%,,If 0F
VIVITrH-11
ZIAIN?47; OF_kj;L77rvl2_- NT
REORI-RUC`MNOF'HOWIE��.
C
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".
ZONING: CL
LAND USE
CLASSIFICATION: C/I
ZONING: CG
LAND USE
CLASSIFICATION: C G,
ZONING: CL
LAND USE
CLASSIFICATION: C/I
PLAT BOOK
PAGE
DOCKET NUMBER 1��QO�
SHEET 2 __ OF _ 5__
i 22
SECTION P. RANGE
WMIJAM 1 CTT LA -,,ND SURVEYING INC.
MI
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751-4444 FAX (321) 751-4445
PROJECT NUMBER: 2030500
DRAWING NAME: SEBASTIAN CROSSINGS.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 12/28/04
REVISED ON: 01/06/05
REVISED ON: 03/11/05
REVISED ON: 04/22/05
REVISED ON: 06/07/05
SCALE: NOT TO SCALE
N
ZONING: A-1
LAND USE
CLASSIFICATION: L-1
ZONING: A-1
LAND USE
CLASSIFICATION: L-1
Mll
95
512
9�
Mi.
505
O
512
ENGLAR
RIVE
s
M/5 I NOW v NJ
MIM[Np
LEGEND:
4"x4" CONCRETE MONUMENT WITH
NAIL AND
DISK MARKED "PRM LB 3608" (SET)
4%4" CONCRETE MONUMENT WITH
NAIL AND
DISK MARKED "PRM LB 3608" (FOUND),
(UNLESS OTHERWISE SHOWN)
NAIL AND DISK MARKED "PCP LB
3608" (SET)
0
= NAIL AND DISK MARKED "PCP LB
3608"
(FOUND)'
= NAIL AND DISK MARKED "PRM LB
3608" (SET)
A
NAIL AND DISK MARKED "PRM
LB 3608"
(FOUND)
PU&DE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
C##
= CURVE NUMBER FOR CURVE TABLE
L##
= LINE NUMBER FOR LINE TABLE
X
= DENOTES LINE BREAK/CHANGE IN DIRECTIO
R/W
= RIGHT—OF—WAY
(R)
= RADIAL
P. B.
= PLAT BOOK
(N R)
= NON —RADIAL
PG.
= PAGE
RP
= RADIUS POINT
ESMT.
= EASEMENT
POL
= POINT —ON—LINE O.R.B./O.R.BOOK
= OFFICIAL RECORDS BOOK
POC
= POINT —ON —CURVE
H.O.A.
= HOME OWNERS ASSOCIATION
PI
= POINT —OF —INTERSECTION
LB
= LICENSED BUSINESS
PT
= POINT —OF —TANGENCY
PLS
= PROFESSIONAL LAND SURVEYOR
PC
= POINT —OF —CURVATURE
PSM
= PROFESSIONAL SURVEYOR AND MAPPER
PRC
= POINT —OF —REVERSE CURVATURE
R
= RADIUS
PCC
= POINT —OF —COMPOUND CURVATURE
D/A
= DELTA
P.O.B.
= POINT —OF —BEGINNING
L
= LENGTH
P.O.C.
= POINT —OF —COMMENCEMENT
CD/CH
= CHORD DISTANCE
PRM
= PERMANENT REFERENCE MONUMENT CB
= CHORD BEARING
PCP
= PERMANENT CONTROL POINT
BLK
= BLOCK
2-
NOT PLATTED
SEELANDS DESCRIBED IN SHE 4 OF 4 O.R.BOOK 1092, PAGES 0616-0620 SEE 8.,HEET 3 OF 4
NORTH LINE OF SOUTH 1/2 OF NORTHEAST 1/4 OF SECTION 22/31/38 S Sg*47'50" E 7.5' CONSERVATION EASEMENT 1391 .79'
36 37 38 39 40 41 42 -f3 44 45 7 4C 49 50 Ar 7! 53
w
y(r"
33
112
32
31
110
30
SEBASTIAN 1,CROSSINGS BOULEVARP
TRACT A�5OPRl-VAT-E-RIG—HT"---O-F---W-TYII
- 123
vjy9 120 121 y "6 117 lis 422
TRACT B TRACT F
STORM WATER SANITAR4 SEWER
MANAGEMENT LIFT STATION
TRACT E
COMMO"" OPEN-----,
9 OV P.Ay A i IF-LL BUUI;�R
DA �",IID INDEX SHEET
`H RANCE 38 EAST r"i SOU CE(;T"319
=91a.—ORIDA 1 CiTY OF SE&-_ AST'i'AN, COUN"ID" OF INDIAN RIVER, i
<
0
Ln
Q) Lo
(o00
Ld
0
C)
ry M
0-
o <
Lo -
CL
ui
ui
SPACE uj 59
< 109
<
> LL_
0
1 108 107 106 105 1041 1103 102 101 1i
D F_
28
0
m
U)
0 bj AMHERST LANE
- - - - - -
27
Z \0A_Y
< TRACT A 50—PRIVATE -- RIGHT-OF-WAY
U) >
Wn
0
84
6
85
87
88
89
90
91
92
26
z
25
<
<
m
U-J
<
F
24
jp:�
83 82 01 eO 79 76 77 76 75
23
CARLISLE WAY
22I
r TRACT A 50' PRIVATE RIGHT-OF-WAY
b
12
L
10
9
8
7
6
5
21
20
C44
(6
00
ul
0
0
V)
Li —Z Lj
_j C5
L'i
Lu
Of
Ld o
> Lij
0 E 0
z
z U) 0
<
F-:
V)
m
W
Ld
a
0)
Co
C)
z
_101C
mom
m
km
ml
P9
60
65 64 1 1 63 62 61
99 98 97 1
In 6-6,
TI)
'PO SOUTH LINE OF THE SOUTH 1/2 OF
N 89-4724" W
67 THE NORTHEAST 1/4 OF
209.00
< SECTION 22/31/38
<
> It
Li 0 68
'4 Lli
96
TRACTC
0 0 CN
mlo STORM WATER 0 V)
r1e, MANAGEMENT I—
0 0 Ld
615#
0 L'j
Z I--
< NOT PLATTED
>
<
v
7-3 72 il Q� n 20
Ck
0 U)
z <
< Ln
LLJ
N' 89-'47'50" W 438.58 u- 1 00
< m C) LLJ
S 37405,3 w
11K
96.67 0
I ry <
3 2 1
0
NOT PLATTED C/)
0
19 14 7-
J C/)
0 DRAINAGE EASEMENT Lij 0
m PER O.R.BOCiK 1864,
PAGES 38-396 4 I N
D CN
TRACT
FELLSMERE BROOKSIDE 7-1
z WETLAND PRESERVATION HISTORIC CEMETERY Lli 0
CIRCA 1888
< 19 LANDS DESCRIBED IN bi
08
16 ri 9
s DEED BOOK 0015, PAGES 0305
0
Lu
NOT PLATTED
Lo
<
Ld DRAINAGE EASEMENT 0 CN C)
PER O.R.BOOK 1864 TRACT G
PAGES 383-36 SEE O.R.B. 1807, PAGE 0963,
FOR OFF Sl TE
CONSERVATION EASEMENT (O\JEP, op'(o
i� AVER
.3:
LIMITS OF 0�scp\ev_�ll
15 P's p /�V'7 ES '24A B
Fj (SHADED) TRACT A R•g0OK1203,
C
227 CN
ZN r5.6; 25*0 LIMITS OF 83052- 74A.0
V_ I PRIVATE PnAn
INGRESS/EGRESS EASEMENT
THE WEST 60' OF THE EAST 12.56' 0 0
SEBASTIAN CROSSINGS BOULEVARD I NIBO
v
7 16 ,CESS Unu _v XsEo
,1)
'
50' PUBLIC RIGHT-OF-WAY
LANDS DESCRIBED IN
O.R.BOOK 0888, PAGES 0952
C)
LOT 1
_j
< RC�',d.AR SUBDIVISION 0 0 >
INGRESS/EGRESS EASEMENT Li PLAT BOOK 10, PAGE 31 Li- -1 ry
' U)
U) 0
......... Lj_ LANDS DESCRIBED Li
THE WEST 60' OF THE EAST 766.400
LOT 4 LOT 3 cr: IN O.R.BOOK 1550,
COUNTY ROAD 512
60' RIGHT-OF-WAY
PER F.D.O.T. RIGHT-OF-WAY MAP 88040-2507
AS RECORDED IN PLAT BOOK 10, PAGE 36
0 PAGES 1447-1451
Lo
d
NORTHEAST CORNER OF
THE 6OUTHWEST 1/4
SECTION 22,
TOWNSHIP 31 SOUTH,
'ZANGE 38 EAST 100
4"X 4" CONCRETE MONUMENT
O_R# 072523
NOT PLATTED
T'll
hm
92
PLAT BOOK
PAGE 5
DOCKET NUMBER
f
SHEET OF 5
SECTION - 22 _TWP. _311--S., RANGE
pol
GRAPHIC SCALE
50 100 200
( IN FEET )
I inch = 100 ft.
m
PREPARP0 BY:
- F
'W
'A" p WILLIAM M"OTT LA ND SU V—,,, NG INC. y'—w"7
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751 -4444 FAX (321) 751 -4445
PROJECT NUMBER: 2030500
DRAWING NAME: SEBASTIAN CROSSINGS.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 12/28/04
REVISED ON: 01/06/05
REVISED ON: 03/11/05
REVISED ON: 04/22/05
REVISED ON: 06/0711/05
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 AUTHORITY BY
ANY OTHER GRAPHIC OR
DIGITAL FORM
OF THE
PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT
ARE NOT RECORDED
ON THIS PLAT THAT MAY BE
FOUND IN THE PUBLIC
RECORDS OF
THIS
COUNTY.
NOTE:
PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
ALL LOT CORNER MONUMENTATION WILL BE SET AS
1/2 1) IRON RODS WITH CAPS MARKED "LB 3608".
EDGE OF PAVEMENT
BASELINE OF SURVEY FOR COUNTY ROAD 512
COUNTY ROAD 512
RIGHT-OF-WAY VARIES
C�OUJVTY jQOAD 512,
30:
RIGHT-OF-WAY VARIES PER F.D.O.T. MAINTENANCE MAP 88040-2515 31: za.0
PER F.D.O.T. MAINTENANCE MAP 88040-2515 AS RECORDED IN PLAT BOOK 110, PAGE 37 0
AS RECORDED IN PLAT BOOK 10, PAGE 37 '3 &C; Cj 0
um'
uj
W<u
>
NONE, I I.
0
III
NOT PLATTED
467.45 1
KA
TRACT G
D.R.B. 1807, PAGE 0963,
FOR OFF SITE
JSERVATION EASEMENT
(SHADED)
TRACT D
-LAND PRESERVATION
09
0 0 v
0 (c
C
C\
cn
co
0 co
clq.1
0 rTl
coom
11 tl
�_r
71
CO rn
100
cn N)
705.11'
S 00-12'10" W
co 10
I 0�. 90.00'
S 89*47'50" E
31.6 2'
CURVZ TABLE
CLW%IE
RADW
DMTA
UNM
CHM
CHM SEARM
Cl
56.00'
197*37'02"
1 93.15'_
110.68'
1 N 22-34'53" E
C2
56.00'
59'36'35"
58.26'
55.67'
1 S 28-48'18" E
C3
25.00'
49'25'33"
21.57'
20.90'
S 24'30'37" E
C4
25.00'
27*00'29"
11.78'
11.68'
S 62-43'38" E
C5
25.00'
90'00'00"
39.27'
35.36'
S 45*12'10" W
C6
25.00'
90'00'00"
39.27'
35.36'
S 44'47'50" E
C7
25.00'
90*00'00"
39.27'
35.36'
S 45'12'10" W
C8
25.00'
90'00'00"
39.27'
35.36'
S 44'47'50" E
C9
75.00'
90*00'00"
117.81'
106.07'
S 45'12'10" W
C10
100-00 ,
90*00'00"
157.08'
141.42'
S 45*12'10" W
Cll
125.00'
29'11'08"
63.67'
62.99'
S 17-41'53" W
C12
125.00'
29*11'08"
63.67'
62.99'
S 46-53'01" W
C13
125.00'
28'43'35"
6 2.6 7'
62.02'
S 75*50'22* W
C14
75.00'
90*00'00"
117.81'
106.07'
N 44*47'50" W
100.00'
90*00'00"
157.08'
141.42'
N 44*47'50' W
C16
125.00'
29'11'08"
63.67'
62.99'
N 73*59'44" W
C17
125.00'
29'11'08"
63.67'
62.99'
N 44*48'36" W
cl 8._
125.00'
29'11'08"
63.67'
62.99'
N 15'37'28" W
C19
125.00'
1 *14'04'
2.69'
2.69'
N 00*24'52" W
C20
75.00'
90*00'00*
117.81'
i 106.07'
N 45'12'10" E
C21
100.00'
90'00'00'
157.08'
141.42'
N 45'12'10" E
C22
125.00'
18*40'55"
40.76'
40.58'
N 09'32'37" E
C23
125.00'
29'11'08"
63.67'
62.99'
N 33'28'38" E
C24
125.00'
29'11'08"
63.67'
62.99'
N 62'39'46" E
C25
125.00'
12'56'50"
28.25'
28.19'
N 83'43'45" E
C26
75.00'
90'00'00"
117.81'
106.07'
S 45'12'10" W
C27
100.00'
90*00'00"
157.08'
141.42'
S 45*12'10' W
C28
125.00'
26*51'07"
58.58'
58.05'
S 13*37'43" W
C29
125.00'
7*13'52"
15.78'
15.77'
S 30'40'13" W
C3 0
125.00'
13*47'03"
30.07'
30.00'
S 41 *10'41 " W
C31
125.00'
29'11'08"
63.67'
62.99'
S 62'39'46" W
C32
125.00'
12*56'50"
28.25'
28.19'
S 8.3*43'45' W
C33
185.00'
30*05'51"
97.18'
96.07'
S 33*01'17" W
C34
155.00'
11 '06'25"
30,05'
30.00'
S 4 2*31'00" W
C35
245.00'
29*11'08"
124.80'
123.45'
S 62'39'46" W
C36
245.00'
12*56'50"
55.36'
55.25'
S 83'43'45" W
C3 7
25.00'
90'00'00"
39.27'
35.36'
N 45'12'10" E
C38
25.00'
90'00'00"
39.27'
35.36'
N 44*47'50* W
C39
25.00'
90'00'00*
39.27'
35.36'
N 45*12'10" E
C40
25.00'
90*00'00"
39.27'
35.36'
N 44'47'50" W
C41
125.00'
1 *12'33"
2.64'
2.64'
N 99'11'34" W
C42 1
125.00'
2'54'0).
6.33' 1
6.33'
S 01-39-14- W
GRAPHIC SCALE
25 50 100
( IN FEET )
I inch = 50 fL
F-711
-I N`' ffI.I S `f
SECTIO, N 9 `VOWN' 8.�F li" '011 Roo UTH RAW-iF 2A P Al
PREP, ARED BY:
Wl"L'LiTUM MOTT LANT) STTRVRYTXrt^,l TT-,T
PLAT BOOK
PAGE
DOCKET NUMB
ER
SHEET - 4--- OF 5
SECTION __2,2L_TWP. _11--S., RANGE
F_
cn cn 6 S 0 O'l 2'10 C/) W
O
120
CD 0 120.00'
m
cn
N 0 O'l 2'10 E __,j "j
cn
120.00' � 0 44 0 CC)
c� M
c
0 0 0 0 0 __�l --,I
c0 0 0 o 0 cn cyl
1102f W - TRACT E 0 121 6 1 S 00*12'10" W 0 z
S OO'l 2 S 00*12'10" W S 0 O'l 2'10 W COMMON OPEN
Io 0 120.00' 0
I _T1 SPACE TRACT F co
_Tl 120.00' 120.00' 120.00'
-p- c/) 0-0
S 42'04'18" E SANITARY SEWER N 00*12'10" E --_j 0 F_
>
0') > 0-) _< co 00 30.70' LIFT STATION p
C-j r\j 96 C,4 CD 97 00 (D 120.00' 0 45 0
0 CD f oM
M
25.0' 25.0' 25.0'25.0' CD
C14 ----------- 0
Zj cl�
%0
cp S 0 O'l 2'10 W
95.00 0 12 21 0
95.00' 38.54' q 0 -0
8 m c� .0
PI P1 N) , tx 120.00' >
SEBASTIAN CROSSINGS BOULEVARD c . X- 0
POL m
POL
290.00' TRACT A 50' PRIVATE RIGHT-OF-WAY 88.54' PT Q)
N 00*12'10" E cn cn
1083.65' 6 46 b o
I CD 120.00' m
0 0 o
0)
75.00' 75.00' 1 1 75.00' 1 75.00' 47.03' cn
I I
54 1 C 4' 1 1 b 123 6 S 00*12'10" W
I I C/) C/) 2'44, 40 0 120.00' 1 0
IC/) I cf)
100
Q0 00 1 co 00 co 20.00 n --'j
I QD 9 r'j I I , co co co N 00*12'10" E
TO 6 p I 1 68 P" -_4�: 6 L_6 cn I cyl
'j P CA -.,j 7 " ` 120.00 47
66 0
cj� 0 0 0 c� 0 C)� n
0 C:) cy� ol j Ul 0 25.0' 2.0' 0
0 0 CL 0 --q - PC 136 Ln cn
Im m _4� -P, S 00*12'10" W c/)
m m C/) m
cn 0 0
I CC) co 0 0 co 120.00'
S 00 *12'10 W 0 m - - <
1 75.00' 1 1 75.00' 75.00' 122.03' 0 S 00*12'10" W
-rq- cfl
75.00 70
n
cn N 00*12'10" E 0
N 00*12'10" E 302.03' M 120.00' -
20.00' M -0 48 Po I
> 11 2 0. 00 0 o I
PRIVATE > - >
7.5' 15' PRIVATE > cn -11 1
ell 4 cyl
DRAINAGE EASEMENT DRAINAGE EASEMENT p > I m
> b
4& 6 65 0 cln 5 "i" 0 C/) 0 Cn
Z 0 0 S 00'12'10" W
m 0 125 0 > (n m
0 0 n M 120.00'
m - 1-m
co I �:o 0 S 00*12'10" W C/) >
S 00*12'10" W < U) M ---j N 00*12'10" E >
120.00' > 0 120.00" clq :z M (-n
4 Z 0 M > 6 49
o, m o z 120.00' z o
q �a w Cn cn m --- 0
co c'n
ca
1� 0 6-4 0 m o 13-1 0 Cn 7,0 o S 0 O'l 2'10 W
NOT PLATTED 4�- CL 0 ----1 C 0 0 126 0 <
FELLSMERE BROOKSIDE 0 0 > 0 120.00'
15' PRIVATE cn o M S 0 O'l 2'10 W > ---, Z
HISTORIC CEMETERY _1 _===-s==_
S 00*12'10" W n < M o
CADRAINAGE EASEMENT----2-,>CIRCA 1888 '_70 >cn N 00*12'10" Ecc 0 cnLANDS DESCRIBED IN --- - - - - - - - - - - m 0 co
120.00' > 120.00' 120.00' 0 0 50
DEED BOOK 0015, PAGES 0305 cc C14 m
_P_ >
cr c_n cyi cn " C/) m
TRACT C M 0
0 6 CP <
0 63 135 o bo M - _rl S 0 O'l 2'10 W
STORM WATER CD 0 0 0 0) 0 filild 7 0 >
CA m 0 0 x
MANAGEMENT 00 ZE 120.00'
P, >
S 00*12'10" W 00 S 00*12'10" W TRACT B N 00*12'10" _E
120.00' I 120.00' STORM WATER p 41
o
CD
R = 1000. 00'
A= l'o 3'11
L= 1 8_38'
CH=1 8.38'
CE3=S89*1 6'1 5"E
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS OFFICIAL
FICIAL
THE F
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO
CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT
ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
SEE SHEET TWO Fuix LIPEG'LE-Nu
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751-4444 FAX (321) 751-4445
PROJECT NUMBER: 2030500
DRAWING NAME: SEBASTIAN CROSSINGS.DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 12/28/04
REVISED ON: 01/06/05
REVISED ON: 03/11 05
>
1 -
REVISED ON: 04/22/05
REVISED ON: 06/07/05
120.00'
cn 120.00'
120.00'
Ccncn
0)
cn
qo
cn
!7)
7
3
cn
m
cn
0)
-r'
914'r
cn
m
cn
cp
0 >
_m
cn
9 9
CD
0)
(D
CD
00
>
-0 X
0
0
0
0
6
0
-
0
0
00
co
-0 =
;um
0
0
0
-P,
< c')
gym120.00'
S 0 O'l 2'10 W
cyl
S
00*12'10" W
_P_
cnm
70
::� > U)
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120.00'
m 120.00'
cn
0)
70 >
Tr)
0)
M
09
0)
0
m
z
r-) m
cy)
aJQ
CT)
NOT PLATTED
ts,
S 00011 29 10 9p W
22531 9
0
N070
c
PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
=m
z
ALL LOT CORNER MONUMENTATION WILL BE SET AS
m
77
m
1/2 IRON RODS WITH CAPS MARKED LB 3608
o
o
'u
4h-
NOT PLATTED
rQ
tll)
m
>
m
0
FELLSMERE BROOKSIDE
HISTORIC CEMETERY
�o
--,
c
CIRCA 1888
_'p,
4
LANDS DESCRIBED IN
co
0
DEED BOOK 0015, PAGES 0305
EAST LINE OF THE SOUTHEAST 1/4 OF _rl
SECTION 22, TOWNSHIP 31 SOUTH, RA�'G_71E 38 EAST
. .. . .. . .. . .. . .. . ..
WATERVLIET STREET
I
cy)
P1
JAI
S 00*12'10" W
120.00'
6-1
$40
ra.
MANAGEMENT 0
Ul cn
01
6 132" 0
0 S 0 O'l 2'10 W
O 0o 0 0
(10
S 00*12'10" W S 00*12'10" W 00 120.00'
120.00' 819 6'
128.96' 75.00' N 00*12'10" E
cn 120.00CA 52
00 0
0) 0 CIO C/) C 41
25.0' 25.0' 1311 m m 25.0'25.0'
S 01*24'43" W
Q0 (D _% 1,919
-0: rlj . PC 120.05'(R)
cp
130
Ci 0 0 cn
m m 53
53.96' 75.00 45.00'
SEBASTIAN CROSSINGS BOULEVARD 'I cn
0 I TRACT A 50' PRIVATE RIGHT-OF-WAY
o"
PC S 00*12'10" W 173.96' PT c'n 19
cn
ol 10
C22 27.08' 75.00' 71.88
59 z z Ci 9-1 c/)
00 00
co QO 00
Ln
tn) o __j
0 cyl
2 2. 8 162.13' 75.00' 77.1 f I
13 �9.5 5'
0 0 " 2 5'2 3 " W EAGLE'S CIRCLE 50' PRIVATE ROAD RIGHT-OF-WAY
PER PLAT BOOK 15. PAGE 55 663.99'
100. 14'
Rol
MIR
ofol
I z
110
F_
z
m
0
cn
0
0
0
00
41� I m
>
CIO
o
cl)
FTI
n
o
Z
CA
co
)" w
�6 C,( '4
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 AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT
ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
NOTE:
PRIOR TO THE RELEASE OF THE PERFORMANCE BOND,
ALL LOT CORNER MONUMENTATION WILL BE SET AS
1/22) 1) IRON RODS WITH CAPS MARKED LB 3608)1 .
m A S
%*
A -
k ED DY:
22 --1`oWN-SH1pP 01 F'0UT,"i RAN"&� 32 EAG'-'m
Cl-"N OF Gi'13ASTIAN. COUNTY OF INIDIAN !F r: , FLORIDA
Tv
I X I
MM SURVZ1qNG INC.
Tr
.4.
3716 NORTH WICKHAM ROAD, SUITE 3
MELBOURNE, FLORIDA 32935-2338
PHONE (321) 751 -4444 FAX (321) 751 -4445
PROJECT NUMBER: 2030500
DRAWING NAME: SEBASTIAN CROSSING':!'-. DWG
DRAWN BY: DANIEL D. GARNER P.S.M. 6189
PREPARED ON: 12/28/04
REVISED ON: 01/06/05
L REVISED ON: 03/11/05
REVISED ON: 04/22/05
REVISED
05
NOT PLATTED 50
SEBASTIAN RIVER MIDDLE SCHOOL
AS DESCRIBED IN
EAST LINE OF SEBASTIAN RIVER MIDDLE SCHOOL N 00"08 '-E'005* E C.R.BOOK 0697, PACE 09011
w"A"m - 1,5865.20'
0"oi I -
71.97' 55.00 55.00' 55.00' 55.( 55.00'
146.57' 75.00'3'
--1 -"75.00 75.00' 75.00' 80.15'
55.00' 55.00' 55.00 55.00' 55.00 55.00' 75.00 1 1 15' PRIVATE �7 5. 10 o'
C/) to C/) (A C/) to Cf) Cn I i-EASEMENT
SEE NOTE #6 C/) w
0 C/) N) 00 00 00 Do 00 00 00 00 Co 00 00 00 00 00 00 00
0 (o CO CO C-0 CIO - - I CA
u') rQ rQ CD Co (D (D (o
-P6 00 0 0 rQ PQ (.0 (D Co Q0 C-0 cy-
P 0 -;�-
17 P o 0 0
A -A \ P
cy� L' --,J
7)3 17 18 22 �n 23 (10 C77 0
0- �` 16 `� ' CA ---j Lo
10 00 01 19
:7 0 QD 0) Cj1 24 cy� 23 cj 114,5 �� c,� 27 28 29 30 31 32 33 u-) (D
0)7- C) 0 0 0 cyl 0 --t 0 00 Co -P-
0 0 cy� o u� u�
"k 0 0 0 0 01
0 'D
Z C:) 00 C)� -- -- 0 Co CN
;;o m m m m m m m m m m 0
0 1-1 7. 09' m m m m C/)
7 m
tk \
7 '0A 0 M
�p i-c% 55.0055.00' 55 00' 55 nn' 55 00 55 00 r-'r, nn' 2 $ y C42
PLAT BOOK __L9 _
PAGE
DOCKET NUMBER 2 LOU
SHEET OF
SECT!ON -IL-TWIP. ---I!--S., RANGE -qL-E.
GRAPHIC SCALE
0 25 50 100
91
( IN FM )
1 inch = 50 ft.
142.05' 90.46'
C�
10
00
-10-74
1 N)
U1
jj.uu 30./�D.UO 1 -1 75.00 75.00' 75.00' 75.00'
L ---L -
1 75.00' 1
6 7.6 6'
Cl
I
78.74'
Suu EBASTIAN CROSSINGS BOULEVARD
N) I
k
CA z P I
C,
O 0 POL
CD tlp
POL
C. 1. -
243.51'
PI S 00'12'10 W
POL
290.00' TRACT A 50' PRIVATE RIGHT-OF-WAY
- - ---4 �- - - 462.50'
PI 1074.75'
POL
PC
p
0
u
C-4 cx
,IR 0
m 4-1
al
Cj
Z C
X
w
S 0
CP
b� N65*57'41
r11 I * /-6.06
A 'Cj'
SEE O.R.B.
NOT PLATTED FO
CONSERV
10
0
7- 0 771
0
0-
CURVE TABLE
RAMS
DWA
L9&%1W
04M
CHM BEAM. 0
C,
56.00'
197*37*02"
193.15'
110.66'
N 22*34'53" E
C2
56-00'
59*36'35"
58.26'
55.67'
S 28*48'18" E
C3
25.00'
49*25'33"
21.57'
20.90'
S 24'30'37" E
C4
25.00'
27'00'29"
11.78'
11,68'
S 62*43'38" E
C5
5.00'
90-00'00-
39.27-
35.36-
5'12'10" W
C6
25.00'
90*00'00"
39.27'
35.36'
4'47'50" E
C7
25.00'
90'00'00'
39.27'
35.36'
S 45-12'10" W
C8
2=0'
�Z*00'00"
39.27'
35.36'
S 44-47'50'
C9
75.00'
90*00'00"
117.81'
106.07'
S 45-12'10" w
C10
100. 00'
90*00'00"
157.08'
141.42'
S 45*12'10" W
C11 -
125.00'
29'11'08"
63.67'
62,99'
S 17'41'53" W
C1 2 -
125.00'
-1-2500'
29*11'08"
63.67'
62.99'
S 46'53'01" w
C13
28*43'35"
62.67'
62.02'
'S 75*50'22- W
C14
75.00'
90*00'00"
117.81'
106.07'
N 44*47'50' W
C15_
100.00'
90*00'00'
157.08'
141.42'
N 44*47*50" W
C16 -
125.00'
29'11'08"
63.67'
62.91'
N 73'59'44" W
C17 _
125.00'
29-11-08-
63.67-
62.99-
N 44-48'36- W
C18 -
125.00'
29-11'08"
1 63.67'
62.99'
N 15-37'28" W
C19
125.00'
1'14'04'
2.69'
2.69'
N 00'24'52" W
C20 -
5.oV
90'00'00"
117.81'
106.07'
1 N 45-12*10" E
C21
100.00'
90*00'00"
157.08'
141.42'
1 N 45'12'10* E
C22
125.0(y
8 0'55-
40.76'
4-0.58'
N 09*32'37" E
C23
125.00'
29'11'08"
63.67'
62.99'
N 33'28*38" E
C24
125.00'
29'11'08"
63.67'
62.99'
N 62*39'46" E
C25
125.00'
12'56'50'
28.25'
28.19'
N 83*43'45" E
C26
75.00'
90W'00"
117.81'
106.07'
S 45'12'10" W
C27
100 00'
90*00'00"
157.08'
141.42'
S 45'12'10" W
C28
26*51'07"
58.58'
58.05'
S 13*37'43- W
C29 1125.00'
7-13'52"
15.78'
15.77'
S 30'40'13" W
C30
125.00'
13*47'03"
30.07'
30.00'
S 41 *10'41 " W
C31
125.00'
29'11'08"
63.67'
62.99:
S 62*39'4-6" W
C32.
125.00'
12*56'50"
28.25'
28.19
S 83-43'45" W
C33
185.00'
30*05'51"
97.18'
96.07'
S 33*01'17" W
C34
55.OV
11 *06'25"
30.05'
30.00'
S 4-2-31'00' W
C35
245.00'
29'11'08"
124.80'
123.45'
S 62*39'46- W
C36
'-
12-56'50'
55.36'
55.25'
S 83*43'45" W
C37
j5-
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90-00'00-
39.27'
35.36'
N 45-12-10- E
C38
25.00'
90*00'00"
39.27'
35.36'
N 44*47'50" W
C39
25 0'
2� �-
90*00'00"
39.27'
'45.36'
N A5'1 2'10" E
C40
25.00':
90'100'00"
39.27'
35.36'
N 44*47'50" W
C41
125.00'
1'12'33-
2.64'
2.64'
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C42
125.00'
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