HomeMy WebLinkAbout2009 - Vicinity MapTHE POINTE AT CHESSERS GAP
SECTION 13, TOWNSHIP 31-S, RANGE 38-E
VICINITY MAP "
PRELIMINARY PLAT SHEET INDEX
C1 COVER SHEET
C3 PRELIMINARY PLAT DRAINAGE
C4 PRELIMINARY PLAT UTILITY
C5 OFF-SITE IMPROVEMENT PLAN
CITY OF SEBASTIAN
INDIAN RIVER COUNTY, FLORIDA
ENGINEER
MBVENGINEERING, INC.
CONSULTING ENGINEERING
MOIA BOWLES VILLAMIZAR & ASSOCIATES
1
v6E-I4TH AVENUE VERO BEACH, FLORIDA 32960 FAR (112)77am7
OWNER
CHESSER'S GAP, L.L.C.
MR. RICHARD JONES
190 CONGRESS PARK DRIVE
SUITE 180
DELRAY BEACH, FLORIDA 33445
(561) 274-4210
6_0tj;kvA:,rojZI
HOUSTON, SCHULKE, BITTLE AND STODDARD, INC.
1717 INDIAN RIVER BOULEVARD
SUITE 202C
VERO BEACH, FLORIDA 32960
(772) 794-1213
0
F£ H1.59
BE lE .
SEC 13. TWN 31S, FINE 38E
I OCA TION MAP
1ITI INF„PISATI„NI
oVNR/UE`ELCPER
TOO
OR RICALD IRIDES
UP '�SARTIC PARA TIRE 00
FPONFPO-SBARP1 COMI" lla95 .
ENGINEER OF RECORD
vEBLE
AN BEACH. 1FLOa TOA 32960
] Wl Oo)5
SURVEYOR
HOUSTON SECURE. BITHE ANO
CTOOOARD INC.
n mBwN OWN PLOD
SUITE ONCE
VERO BEACH R 32960
772-567-7 552
SITE ADDRESS
SUS AS ATrN EA c !El
OPPRA 3295B
PROJECT DESCRIPTION
UH PROPOSE. ISCARFT 15 A IIB LOT REPROP In
CANNER UNIT .EVELOPMENT. THE MINu.M TOT ' IS
11 A11 (TiHv iF, THE 'INDEED TOMMOMERE
REsoe,mes (APPROXIMAELYUn.250 SF) FAnnLr
FLOOD ZONETO STRIECT RAPPORT) IS LOCATED IT FLOOD DATE X
Lo E
PER HIR M PANEL Ile ONDR1179 F. LAIN 11. I119.
WATER SOURCE
IN II'D RIVER WUNTv UTCTUS WATER PAID
SEWER SOURCE
RE
BOOM Ec UI uR nUn[s Caamir 5[wE1
Melm
PARCEL ARCEL I.E.UM
NBER(S)
BUILDING DATA
MAN MMM ALSO fP lRABE - RAS
RULING EPAU LAND USE
PMD-CARM-B OR
SITE DATA
UToxmry - e RIES PEa 1110
PERMITS REQUIRED
OVAL
tt PC W SEDORAII OLD BASTIAN RaHT�Ofp WnY PERRIT
RIMER COUNTY HOLY PURR
IS BIRABR 1THAT LO1 5TITRAIFR PERCH
FOV CHRIST
WA 11—IS, DISTRIBUTED0 ION PERMIT
'PER NI Cl RHINTEC
P, � S, 11
ddwu
BE P£ RRI
rxBSrPE {Eda
R FE IMPI
6HffT
CAI
ov 5
sB AT
ODD H H AT G o
11 BA AN
H a ms
J�I r
PROJECT
s[BnsiwN / LCIDA1bN
G ESSEF'S
C >
HIGH N �" HESSERPE
GAP w
/ GAP
P, -"
ESA TAN
�HIGHIANOS
VICINITY MAP "
PRELIMINARY PLAT SHEET INDEX
C1 COVER SHEET
C3 PRELIMINARY PLAT DRAINAGE
C4 PRELIMINARY PLAT UTILITY
C5 OFF-SITE IMPROVEMENT PLAN
CITY OF SEBASTIAN
INDIAN RIVER COUNTY, FLORIDA
ENGINEER
MBVENGINEERING, INC.
CONSULTING ENGINEERING
MOIA BOWLES VILLAMIZAR & ASSOCIATES
1
v6E-I4TH AVENUE VERO BEACH, FLORIDA 32960 FAR (112)77am7
OWNER
CHESSER'S GAP, L.L.C.
MR. RICHARD JONES
190 CONGRESS PARK DRIVE
SUITE 180
DELRAY BEACH, FLORIDA 33445
(561) 274-4210
6_0tj;kvA:,rojZI
HOUSTON, SCHULKE, BITTLE AND STODDARD, INC.
1717 INDIAN RIVER BOULEVARD
SUITE 202C
VERO BEACH, FLORIDA 32960
(772) 794-1213
0
F£ H1.59
BE lE .
SEC 13. TWN 31S, FINE 38E
I OCA TION MAP
1ITI INF„PISATI„NI
oVNR/UE`ELCPER
TOO
OR RICALD IRIDES
UP '�SARTIC PARA TIRE 00
FPONFPO-SBARP1 COMI" lla95 .
ENGINEER OF RECORD
vEBLE
AN BEACH. 1FLOa TOA 32960
] Wl Oo)5
SURVEYOR
HOUSTON SECURE. BITHE ANO
CTOOOARD INC.
n mBwN OWN PLOD
SUITE ONCE
VERO BEACH R 32960
772-567-7 552
SITE ADDRESS
SUS AS ATrN EA c !El
OPPRA 3295B
PROJECT DESCRIPTION
UH PROPOSE. ISCARFT 15 A IIB LOT REPROP In
CANNER UNIT .EVELOPMENT. THE MINu.M TOT ' IS
11 A11 (TiHv iF, THE 'INDEED TOMMOMERE
REsoe,mes (APPROXIMAELYUn.250 SF) FAnnLr
FLOOD ZONETO STRIECT RAPPORT) IS LOCATED IT FLOOD DATE X
Lo E
PER HIR M PANEL Ile ONDR1179 F. LAIN 11. I119.
WATER SOURCE
IN II'D RIVER WUNTv UTCTUS WATER PAID
SEWER SOURCE
RE
BOOM Ec UI uR nUn[s Caamir 5[wE1
Melm
PARCEL ARCEL I.E.UM
NBER(S)
BUILDING DATA
MAN MMM ALSO fP lRABE - RAS
RULING EPAU LAND USE
PMD-CARM-B OR
SITE DATA
UToxmry - e RIES PEa 1110
PERMITS REQUIRED
OVAL
tt PC W SEDORAII OLD BASTIAN RaHT�Ofp WnY PERRIT
RIMER COUNTY HOLY PURR
IS BIRABR 1THAT LO1 5TITRAIFR PERCH
FOV CHRIST
WA 11—IS, DISTRIBUTED0 ION PERMIT
'PER NI Cl RHINTEC
P, � S, 11
ddwu
BE P£ RRI
rxBSrPE {Eda
R FE IMPI
6HffT
CAI
ov 5
(Qc� Sm,� ee
•�E�•�T�N �G` 1aaPE07 14 IP�7r pL y IIOd�Qw4IE �3 SITE INFORMATION
- NORTH LINE OF THE NOg1HEA5T QUARTER OF gCTIXV 13 31 3B� RIO 6 'T+ O P P"RCa OF 31 MU IYAG RANGE TINE NOPIHEnsO oSEBAST OF INDIAN I
O.
1 MEAN
CGIN1CONG5HYIPFLORIDA, BEINGMWE PARTCULMI GUENTER "AS (FOLLOWS
FW lnu --�_ kOtns
IMAd'9 IE 3JIJ.Ur1'
,�.. - -_ -__� __ -.. cw.wEFCAc AT nIE FAsr Eno OF ME xcaNEPr RIGHT OF war
COMMON ARFLl1 (TYP _ _ - .___ _ .. -. _._ -.. NrnoMa�FP�9'- - - - _ OF BONN FILMING STREET AS END. ON TINE Pur Or CHESSER'I
T 'E
TRACT E / / COMMON ARA TYP - - -- - _ - - - _ -- - - COMMON ARF,/1 (T�'P) - - - - --- -.. GAP SNBDIwsIOx PHASE flrcDRAEO x PLAT BOOK 11. PgGF m, a
um - . NE PUBLIC RECOGGS LP INo An U. GRAI HOPOA'
6.63 AC / TRACT -E ) COMMON AREA (TYP) TRRA6CT E WNV R »eRR - - � -__ INTRIE Nez 4225 w ALONG SAN RGRTHERLY MITI OF MAY 120.5
` ry 7 1 �/ 6.63 AC 6 IJ I L 3 --AC FEEL TO ME PONT OF eEmxxA¢ 6
/ -�� WErGE COUREME "BZ <Z RSW ALONG SAID ECENTURLY PIPIT °F WAY,
Ay ,.", \ \ .29 MET, TO A PONT IF CURVATUREANNE'
L• '� S - PROPERTY / \ MERGE WESTERLY... SAID NURNERLY KIN OF WAY ALWG ?
LUF¶ \ �/ " \'cu. �-� =- \ BOUNDARY\.\ \ \ SHE ARC of A WRVS wxcArE TO TIE NORTx ANuc A RAOws OF a 8 n p
W / ate CROO FEET ANO A DELTA ANGLE OF HLO GG'. "6,19 HELY' m
q-����IpTNp \) /� \ ` \' 1''W /' �I1�TPIL p 2ETGENCi0 AIPGNT OF WgVAN E NORIHEFIY WAIT Ci WAY Sb NO
IT T4ill-WW1VlliWS GAP /� � ° "'�� \ // .� TIL,e}\p TFI�y \ TIEXCE NORTIWESRRIY ALONG SAND NgtT1E1RY PIOIL W WAV ALONG
W
IC,B B• YN,y, 76 } / LOR 6\\ \ piY�r I1 �p M W A CT CONCAVE TO THE NORTHWEST HANNG A RADIUS \ ` A`9dl Il ��(( WIN VIL )1 \ i AND A DEL IN AN0.E OF IDTOIq' x40.]5 REI' N 1
(`Lyl.`1.411CllWRJ') /'r ^ / ON q ` pr \
ITENCE N51'9225'W MgIG SAID Ngt1HEPLY RICNi OF WPY 1129 FEET a. o
, //A.�P'"�`x.. B,%-
"0/ em°rw EXIS ZING LAKE -
AVERAGE WAIEIE \. D w
`SN[? LipnNNL SAID NOPiNEPLY PIGHi K WAY X 1014'E 166,04 Q
`.\ t»� -`\ gr D NES._ \ �,\ `` ELFV.=17.7 E£i PONTPOMT°FLONVAME N a 3
q y p 1,NP A \ \ WEISi°HAVq'I"EaPLY. MONO ME ARC OF A GLR4E CONCAVE i0 ME
A
.\y, Ism ,„ ¢\ t 'd•• R -Z5 �__ a/ ma'+A..__ � ]B'S5' PARK OF 60.99 FELT AN A DELLA ANCiE W
n^ R�, g' ,Ao'• • i re,: f'_�I' \ \ . zs.D] FEET:
O -\bq\ �{, IeM3m /Ifa \ TRACT AREA U E 1NENLE M51 42 43442 FEET, ID A PUNT 01 NESWNEASr
\_ w\�p \, sR al,s• Icy $r\ V �r ./e.r;a', Qi � •4 \ .I, FRE wLIST liaOFFBIrtr.� DIN C. RI BOOK its PAii76 OF wu
/ �'�' `e? \ �a. \ / i f ��7a -1 \ TRACT A 0.25 AC STORMIW TE MANAGEMENT TO IRS RECORDS Ov xO An alvEn c°uNTr FLagwq I} 3 $
/ . ` \y' -,pe `' t 'a §4\`S' 1\ ' ns I MERGE ALONG SAID mVTHEAST LOT LINE NUIR ]SE 23701 FIRST
\, gd4*"Gk,"�,n `amL g/ / Ip--•O%a\•s \ ;� �_1 f 41 q �, \\ \ \e �11 �G, N TRACT B 0.91 AC RECRE ON AREA 0 A PON] OF CNRVATU
%�-- TRACT °D' �``° +,K} ,:''1� s 1A \ `lys°'i= - 1p'is%.' I .gar \ \ ?I] TRACT C 0.08 AC EMERG CY (ACCESS MEG GC OFF A c n e CUR W TOLOME so0"N°ABOAT."WON ALONG II 0
( ) C,..,"`.>, ``' n%- 'S�/_209. i "` 3+m, \ \( TRACT D 3.47 AC U71LIT ND ACCESS EASEMENT POINT OF REvins'ME CIURNIALMAGE, AE OF O2.11F. ]6'69 Fen, TOA Z
6 A ROW TYP Irq, 1 \ bPyi-/ \ _� •y,NB, T f` TIERCE NOMPEASTERLY. ALONG ME ARE OF A CURVE COMAW TO
vey / p' }' 4` 'CB
TRACT E 6.63 AC COMM ARA GG ..ST. ..No A RAwcS OF D.C. FEET, ANO A .1. Z W
\, g/Y I . s �. W" `\ \ -�% I 2 ,w : , `>> `:` \ \ �(.� AxGIE M 2]L006'. 4z 02 FEET r0 A PORIT or REVERSE CIMVATIRe
/ / •� , a. I `yo ;pa SNL j / ROW (TYP%� + a' °a.yp'k \\ RESIDENTIAL 3.16 AC RESIDE'T! AL (AREAS B -I RETWEASETLY. ALONG TIE ARC OF A SLOPE DOGRAW TO - W DO
T ": 1 }p' \ ` `i AR AS TIE SEEMEASr MANES A RA° us OF 4000 FEET ANO A GR ANGLE IU AS
a ,S.,;rs.� / /win. _ dm: ar' `>'3`y \\ C \ �I TMP7TI933' 3x92 FRT .Z F
,v A• \`. \ P : s. _ _ S ENCE SB9mz4'E ]6.BB FEET Q
/ :, Agz .} . sy..°A aa.. / / baA ISR. / ' ,°„@ ._. THENCE Ss]OBos'E sa.AN rtn ro a PUNT on THE ARC w A cNflPE,
RECREATION '\ ` 4 / gra a { S _ / .\ \ +' ,a
TRACT BN \ <.31 s ` b ro. - i '�°°' i TZLa T„a.�v-. - `a .� '• •ia ,' �" \ ix'cnclains�iaLv"uanna]iH�"A°vc av n Asim caxcn�c io IxcRVE; Z Z 0
(CLUBHOUSE)
\\ \ \ ,: 'eP I I \ ' •/' m'Jw "•� \ SWAN RAMS A RADIUS Cr 75,00 FEET AND A M_TA ATICLE OF W (7)
CLUBHOUSE a ," \
\ `y®/ a a3� `e _// d \ �+ '•3sl \ V z4'S0s3' SIR RE FEET y
$ylI 1HENCE s700GO 2149 FEn TO A PDXIT CN NE aac OF A cuaK. Q
\ .91 AC /d' ;'a \mow '�' \ \ I I- 4 ` $NO PRIM LTM xw 6R3z'w FROM MF PAGES PONT OF On GRAFT W 0
M1'V 1g __r rte$ _gs I:,4a ,InSO i y0\,\ qd''' \ I,� GGIII FORMERLY. 0 MEIERLY, NIA BW NERDY ALONG G MC CFA Z C�
_ 1 CVPVE LIXICAK i0 NE SWR, HANNG A RApUS GF 5500 FEET AND
�U _{ n / \ ( A DELTA ANCLE OF 12599'14'. 120.14 FEET, TO A IMI Co WE APC w OR m
E$9 'aq \ ` 'V ,rAL\j OT SURAE, SAID PORT LINE N15'4B'ER TNG! WE RANGE POINT OF _j r
TRACT `Dr u'`+, \ / M1 w •g5, ° ` �n°°'-r �a .. I �/' . _YyF -aav nx� ga'il \";\ I L sTlali cuRPE: Z _ O
'r°gt \ \\ ROW (TYP) 4,3 `'ag;-�gss�0 WJ /�' °'s'19 INN. \ - sC; CE HAVING A uc"c OF ARc m A WRVS DELTA GL THE O _AB_
u
J pi s -��"- '�" A'v i ' \ jyR_� \ I F V SW1N. HAVING q flPINVS W 1]0.34 MET ANO A DELTA ANGIE OF /n
AII
\ - \ Y TM'O9'zl'. 53.40 FFFT � U u
\ / (( ` ff O°'9vs' Nig i yr BOB,y\ \ 4' IDM AI 91 ^ / I y ENCE SBO'4001"E S60Z FEET TI A PONT Or CNRVATIM: v
\ NP A�'B `` \' ` ✓�^p sym„�y`}Yv\Pot \' \ (g R al 1^n j I y TIERCE SWiHEASIERLY. NONC ME APC OF P CVPVE CwICAK i0 Z J 1
04 '�V, �b4 �\\ �'v` ` o , dgYv a Ila l2V 1 I { { a NE BfILROER1 NAME 4 flMNS OF 20.00 FEET MVO A DELTA ERODE O J ¢
` /' `` Y If 18.0 1).0 \\ V . r 9 '\ 1 ! f� $ l OF ]M1G5'EC 1191 MET ON A PONT OF REVW £CURVATURE: W D
\ \ ''"'req / \ '&�, g.x�J ♦ ' ^Zm y aa� '�. s ty I p reTME RABBINIC ALONG TLE ARC OF A DOME LoxcAPE i0 FRE Iy
RY ` I G "OA I NAWVC A RALpVS BO.W FEEL PND A AFLTA ANGLE OF In z
a {� >.D ? ;� .; ,aSAs, ,F _ su- i>�' 6HBV]'1a' 9IIJEs 26 FEET TO A Pwxl rc REVERSE cuavATURE IU
y ;\ I ,�Sv` aR Q '� ,9y iyJ' A"�t _- ei I ".' l r ERIC UDESRCA Ii RAN. AENAops OF IDER MIT AEG A DELTAAUDITA DIT > y a
PLATTED
R'{� I $r 1 M ]49639" 191 FEET.
1Elyfyp yll]lly \ Y di v\ .0' '� 'P' ��+M-r1 I !/ WENCE 5009001E 3942 FEET. TO A PUNT W CURVATURE Q G Q
pppp��qq--00��TT1IIpp��ORrr��TTII��11`A^,' ` iC E L ¢r A - ENCE SPINEAMI Y, ALONG THE APC OF A dIRVEµCCNCAVE TO E
(YlAl„y�4/1ClllliD) \\ I tll`� I / V \.p $' / Ee MM NI AR�A� ( ) I NE sWNWEsrI NAMING A RADIUS M GAE67 FEET GA.
m P
R�T�T�11� IIS{p�Q q}Irp�+IF� \ m / _ 1 I�'1I ANGLE 6 ]]]9 Or. 10338 RET: Q j
A1V`L(rp IIAVy.R.LLJILp)[;.IL/7) \ \PROPOSED A' YflOE I • Hq.. $ Fd / PGT E ♦ MERGE 53O'SSOS"E TOOK FEET. TO A PONT OF CURVAIUPE: N g
^I �1 1 / _W 6.63 AC sriG DEFII"AFRNF• ALONG TIE ARC Of A GONE Cq+cAW TO TIE O 2 y
/. ����®\ C9NCREiE wax ( .) --11 "I i BOUNDARY LINE OF a �a e°y Oa 'n N�_�_ / 6ass'S olUs 101 GO FEET Arv0 A DELTA Axcls w g -
\ ' -4 / pp/ / FRP,/ / 5' xOV5 FEn:
\\\ 1 wg i_ g+ CHESSER'S GAPPOND PDA! 7^ ��/ry My _ / / W8 \Aa„ry � �7 / / I /, ROME SIB'W'S0'W, F72GS FEET. TO A A CROT M CURVATURE
1 -_i,` A,j T ,q7 k iF HENCE CONNEALY. ALONG NE ML OF A CUflIE CONCAVE N WE
(V
I}�A�1 I�{ [ }, EAST HAVING A RADIUS OF 174.50 FEET ANG A DELTA ANCIE OF
` • �0"E�-�"q}'p n"T'1rq1pFq \ \ ® ' flyL,{ ` / IC, / / 5955`20" 0250 FEET r° A PON
T CF REVERSE NRVgNriE;
�� W VY.ILLL/LY u) \ \ 1 f NSG- { I / R0 h��4/ ���� M1^( kr' I / li TIERCE SOUTHERLY ALONG Tff PPC OF P CURVE cONGVE TD WE
yy ACIEL HAVING A RADIUS OF 210.50 FEET AWD A .1. ANGrf IF F
'tet + / /q v DRIE1 21000 FFEr CJE]
r N' ^'S/ �% A 5 I E =1 TIE"CE SI6 ]] 23 w 2917 FEEL TO RHE PORT OF FLOGGING
I 1F� ^II *•1 ` 1 rM -a`1 \7 / / Gl I r
SAID PARCEL CONTAINS 1118 ACRES. AND S SLOJELT r0 REBERVATO"S,
.,� glr l �!_�_�M`N/% l • / I GREMGGERs AEA usEMiNTI OF GoBADD.
T_ ` \` ,lAW pj /� LEGAL DESCRIPTION: (POND CONVEYANCE)
\ y
\\\,` TRACT °Ar // _ ®Ta}'T : '4rw / 6'�a'f' pa. A PARCEL OF LAND LOU IN TIE NOPTWAST ORGANUM Or EEGTCN I1,
%% {, TOWNSHIP 31 SWT(, RANGE 30 EAST qm M SIDESEA". INDIAN EVER cW"I',
`.\ STORMWATER POND /i: dm+r `a�7�•Oe 7 P A aryA%�w'BL 0 7 rl I i -T FLORIDA NONE MUS PARTWURLY OrS ED AS FOLLOWS.
\ 0.25 AC /i k , ,737, ", ao_ "^+ I �s-ti tl I 'lN '^aM gI ]]]` 1y' LUMMEnmrlc AT ME FAST Eno OF ME r 0 Z
\ /,.n:%,a l i &T,dm�...� `w''•�� i / p_•.. a, A. __�(.+xm .@ '1 rOf SPERGR 5I WAr GF
l / N� L` WN FLEXING SINEEi AS SHMM ON WE PLA1 OF LHE54A5 GAP 9lRU ME AM C
` / \ \ ' T e a"�_ a � s r I I COMMON ARFq/1 (TYW) PHASE nvRECORDED IN FLAT DOM 13 PACE 76 OF FRE PN6Nc OCCUR Us OF L_
.....COMMON ARFgF� (TYP) a°o ,- y/ l a' ''" X6'7 m_m„ .fir ,
r i a / JJ\, 97 U)II w.vy✓ r , A � r / TRACTEAE 1 RULING, N0 BENA. ALONG SAID MUNTO PLY PCNs O. WAY 163 BE FEET IO A J
TRACT E +�/ / /\ '•}q - \ -._m,6. ; >e'+ 3 `-nm /FRE �_' I I I L PONT M CwVALMEE: (ll
6.63 - AG // \ ;+� ""/ yP Iy�7 J Tom' e'�� ��Gy p �=M� N, - / 6.63 AC ;' ME xGE METTE ESTERI ALONG SAID NOUTHERLY NEW OF WAY.ALONG TIE Mc
I• ' �"•jm7 Jam- �� >oyh ` #/r' ENI 8 N� II �I I F A CURVE CG.,W MORE NORTHEAST WINE A RPD W OF GOU LD FEET
l °">=/� s,0 T�\ , WRAP,
�`J I A XG } 1 I i.I MERGEAND A °ELTAN714325'W ALONG SAID MOGLE OF IM.w, 1RMEPLY ICUT IWCHT LE WAY 530,00 FEET LL
""'ao,11 '� (}' ' jl •ntJr�gII ��,_ACE." I I�
WE 1.1111 orleec lm NB°RmERLr RIGHT OF wnr xm4145'E. 27x62 PTET rU
- \ \ / / /S /' y-�? ;\ 4 _� ry �• `Y y yI 81 n $' I`�O pe _ j ssID' i l ., �\`l/II �I III��_,,)IiL.II W.WON"5` CCPMWSEENT'Y ALWIG ME ARC or AROINUFA 31. MET. 10 A PONT FUIRVEACOUGAW TO WE
\ \ / '4Aaa } 7 i . '••1A \ l a �� 4 a l4By`Ar I I bB' clel aI 1 I "ORNEAST HAVING A RAGES OF 12.00 FEET AND A DELTA ANGLE OF 60'1042'.
AGE Iii .we i'%' \ n
12 71.1.
FEET
IHE"C£ X0029']3"W. 96 19 FEEL 10 A POINT OL WPVATIPE'
BE �STMLY,
EMERGENCY (AC/CESS \ \ m,4_a`W ,ej _µ.,is \ \ \ � 4"'WR '� J I I I ° *l m \ TRACT `Dr . j A RADIUEasF AN GuaTcANN ARc LIk A PONTE or ox.AVLONG ME ARC or A SURAS WTU'IIIE saLGABE TO E a a
TRACT C .. �\ \ a �pgN ' / ' "" ! 1 I Jud 'I -a^ . _ I ADvs aF 1zaU FEtT AxD ArA AxclE aF s01 a6 FEEr I-
ERGE
' \ > ' ' • r T \ _ HENCE NUMN'% I°Bz5 FEET. To A OA uRE
.OS AC .. \ \\\` \\ m °9' y,'°+°> , b,' / \ \ I s: Mp _ `?.l .�! \ \ ROW (TYP) I - ._. _ - FACING A RAMS w 1zAU FEET AND A DELTA ANGLE OF 46 U19' 9: ri FEET. a
/ \ -'" 4 I F I \ `\ _ HENCE BERTH NFE in AS FEET 10 A PgNr GF WPVAIVRE LU f/f
�}y F IN r Vq
41 -..\ n1ENW sWINUSIFALY. ALONG III ARC OF A GVEVE CONCAVE To NE
\ a1 I scu..ST. xnwNG A aAmus OL 1] UU FEEL Ano n oELTq ANGLE m 11x1 Ur
w\._. I a�--�cm, 1 TDD FEET 1,1
Ea 7 i x�*�\ qjP~\ / \ \ \. MINCE 5szn5]Y 74 BE FEET TO A PONT G cuxvgNRE y.L
!(p f +?m*._� I` - n2xLE suNEgLr ALOrvc RHE ARC OF A cuRYE cCNUr r0 NE WEBT.
COMMON ARFT A, (TYP) - �., / / '+ / �r> \ ,0 \ \ I HANG AD "ADW OF 1200 FEET AND A DELTA ANNE CF 69 W 1s• N 6T FEET; 0 VJ
l l dlN. \ q \ T HENCE 51] 281B'W 19 ]5 FEFi. N q PgNi W GMVATME Ly co
TRACT E COMMON ARFEF� ( )` /,w: / R.�_ \ W Az 1\ \ I HENCE SOLID
wESEELY 40 FORMERLY. AILING ME ARC OR A WOVE
6.63 AC \ AaP \ cwNCAPE To FRE rI°awWEsr. xAPwc A Rgwus rc 1z.W FEET AED A DELTA W W w
a' 'TRACT E e �y['+w;g / daP \ � m.,a;,A N
/ / / 3 3 T'] \ \ \ Ar+qE aF 9a]]Os' 10.90 FCEI
-6.63 AC _ _ _ A /q 7 •4', Y \ p MERLE 207154 ]6'w. IOU.w FEET = _
E F_ m' 13 j J \ b . r\ , I THENCE N091615W BL67 FEET TO T"E,.H OF AEGANX4 � U �
TIE ELEVAli0N5 SHOWN HEREON ARE BASED ON RIE NAl10NAL \ ''PPP \ � 0. �� Lay r F8 /ti` s{`a / " l IA W '�' '+" k
GEODETIC VEIiRCAL OANM (NOVO) OF 1929. lHE OENCHMARI<5 O�/O'[ DP�\ t \ ` `\��'ALY; �mM ;g i{Ta�a. 8g f /'sm ; am �\ \ j \; �: I L SAID PARCEL CONTAINS 5$753 50 FT. (120{ ACPE5) AND IS OBJECT i0 Z
/l`, 1 -- RESTWCnOMS ESENVAIONS AND EASEMENTS or RE=D,
_ \�.� N0P05 'MONUMENT 1_ IN g �v / mA:'T_ g l % ' I _ TOTAL PARCEL AREA CONTAINS 1450 ACRES G
a'
ODII
.\� (p 7 n / elm 7 1 r AAM]'9dWNiEB
GRAPHIC SCALE - \ l ., ;s L ,_.m , }lI
eo ,. M 10o Al PIAT 7EIID . _ 4-wm.l'tl /W �a 4Fz', Imo,+ .�/ f I I L a. ee LarPM
(VAC' DI I) // .w R ./ \ \_ a ° /I e''g''°"g F I ( I L R 4H4.34] OBEERENRE,rNAI
SEE SHEE .. R _ 1 u }` I 11
O _uV`y' Ida 23 goug
L Lmu - Iw 2E rte' 7 OFF-SITE IMPR =ate \ mro- mM l' / 224 HFFa°AAF i
@� ON FLEMING ST. -- -- - /, RAN
PRELIMINARY PLAT N COMMON ARPFA (TVR) --, E ---� C2
T• - 50• - 0' g'ILA\T EID TRACT E _ gym, R. N824225 Ly Y
(VACA" AC - _ _ - - 128.59' �1 =Aux rz Rw w>® OF S
seomM,, �° 06-295
SEMUM )Ell GHLANUDS UNIT 14 HAT BOOK @, PAGE 43 N89_39'54"E 350.00' GnL OEsca
IPTION
- - NORM LINE OF THE NORTHEAST QUARTER OF SECTOR 13-31-36 �1
�mrn NOOtl536'E
4.04'
MOPERTY
BWNOARLOT 1,
Y
yyqq PG. 76
PLATTED
CHESSEWS 0 -kip
// _ \
(OCCUPIED)yv c4m4\ / — � _ _-----;\ NO'Il INCLUJIlDE D
9.
-,4,
EXISTING TAKE -- AVERAGEWAIER
\`ci\,,•y9i/ /.� / \_�/T,� / �-9-ay�t~,m sa\�A�„y �.^ "Tss �A1 4a�'2,,8ar4_»g,5 q a( \ \
ELEV.=17,9
T,
.��,;, �JE�I.b9al ipa�i 103' 1021 IDT 3 8\ \ \
Ns"
71
\ -. 9(\ . ;s `bw. $,> e �1T.D/JA `P 9 y/ 7.0 PLATTED At A-,
(NOT INCLUJUDE D) \ \ I —'"r_e..,BOUNDARY LINE OF / ° wa 'a--� /' 6POND CONVEYANCE TOl'llj(VACAI\T) \ '^I � CHESSER'S GAP POA , 'A'(1� OT I NC LUJ9DIEUD)41
\v2I ka.,//II
'41
>s
\4
/ R
Fs�q
4300x / Ay.C,A\
/ mro,.�
THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NAUDNAL
GEOORIC VERTICAL DATUM (NGW) OF 1929. THE BENCHMARKS
GRAPHIC SCALE(FR MACANT)
-"
PLATTED
1 loch � EO M1 I��J ffff /�/;
1"=s0 -
rt!
Aq
so �'e3 T as i g al III I 1P]LArTEUD
Nun mmFuLuDEDB
I
N
I
JL-
�///,,BSER\.
s 12 S
\t �! I � wr 1
]
>g�nzf�r I I I w
P.O.C.
NS
PLATTED\\\ _ 2'4225 W 128.59'z__�./ p urcwaeolxm R
o �pgpa��
O
Z
U� 3�
?W m�€
Z_ O F o
Q) U s
Z Z O
W W
WFrc„
Z��
ZZ51
Wo>H
�
Bu mi 3
w
O.a
mE
aN6
as
WU
Z W
? W
am6
WWEl
Fx,
UIt
C3
la� I�1
P
SEBASTIAN fHGsHLANDS V fjq 14 MAT K 8, PAGE 43� GAL DESCR
_ _ _ /oawlrn _ N89'39 54"E 354.00' S "
_ roro
/ w,uuert NOR1H LINE W THE NORTHEAST QUARTER GF SECl10N 13 31 3 1
wrc-. rnt 4.04 6 /
— 3 E '
_ ra
—
DE
BOUNNDARY (Tm.l �/ /!— \\�'`..� FOR POND MANTENENCELOT L
\ 4 ¢®
CHESSER'S GAP
P.B. 13 ]PGs. 7643
5(j,- NOT INCLUDED
EXISTING
YE AVEen
rEWATER
� ns - 2t-„ELEV-17r
qp °�
\\\ \ \',
Ile0
�®. \ S\ �°aZ
/ pp
/
`/ V \1 /,a °•., \n/ n\� />. ( '�'-=fl'a-ixm-=a- \�- \ a, r.” a. \ \ ( Z Z DO
y33\4� \\ ♦\ p W W
/Xt\ aW, F
ro \ `\\ \/ /\ \ \\ ` \` \� \ : �\\ \\ 1 `f s I / /J o/�' _hf _ya/xs`� Tc'&_Tty=/ws+�,`E'al;na�.;I{/ s°'�+ s� \m2J�1� . I j 'a1� ro!E.:a /.e{`,:o�I, ,;`•gqafg s op;/�%>�n!%. �Lly—_sl_o_sg _
`!�WBC/ , ✓\A`g{ ! 'd!s/!� :;p„yaastrAa'/ � `W"zn.�e
�\\^
7Z
,'02to W _
z
1Z z
1
Lu WdO
RATTED'%,'*C
T3:j
NC11
(NOT INCLUDED) -44 ( BOUNDARY LINE OF0.
POND CONVEYANCE TOIPIA® IICHESSER'S GAP POA ,hF(VACAMa(NOT INCLUDED) 2 rcgJ0
\.` �",� / / F %na -_�' J J n ay/-Raz i }
y
II,X„aro-.` / / sl g Z_
14,'�°>�
4 l`ma 4 tI� i a'dTE®R all nl i I
W
' B y� y 8 Vqg AII I
V I I� ]� •TJ{{m_i \
u9i_L Q
U)
o
THE ELEVATICNS SHOWN HEREON ARE BASEO ON THE NATIONAL ` \ \ Tyro ) ,{ /'tl' \�
GEODETIC VERTICAL DAMM (NG`N) OF 1929. THE BENCHMARKS - �\ \ - s
,.; -\\ �\ \ `\\ m/ yr' ro-_
GRAPHIC SCALD 1 \� — \ ` \n.,; I_.n
1�g (�r�I�� 1 111 i8
lEIlef1NA lllCJld / \\dl \\._ (-$^3_iAa + #t3 ~' dp3- �4 ,i, S' I I I !a[dPF➢) Fi {E ISAU
(VIACC/aT'II) R 4� I� x5 s Afi I
N2
WA -1 P o C4
PRELIMINARY PLAT UTILITY PLAN N �1Tll(1ryaplArL pR�I+Ip1�1T \ � \ � - � `°° ///1
I^_$O-D” ® (VNMiMiA ll/ �`-\ `._. N82-4. 'zs^w_lz_as9 V/ /KEA.Iw!rtsE e�� OF 5
295
2
l
\ i i _ •\� EXISTING LAKE -AVERAGE WATER
ELEV=I7.6
\ \
• \14/\
PRaPO1[ RELOCAILD _ / i (5) r
_ — RETEINIOH AREA
15
GO RELOC..ATEO
0 / IIAREA
REID
t 1
- ISS AI:.
� t °
!
AUL/�NO�
C7/ / ........... .
12", 0RE{5TIPING �/0 C r / /� \ `�� \ I L
-PER ED�(yyT IPoPoDE 173 \
Ep'EXIS g rylEre n16 _ / .�.
RA IDS AS A\
\
// 12% GOR 3TRIPInc
PE P EXISTING EO.R 50 TAPER ` \'� `u'� ! -'P.[R F,OT DID45
y�7 I I r
� � � •�� �IiE Td EXIsnN
PROPOSED LEFT TURN LANE �— - �� I ! ! 1 I )I
/ ODIFT EXISTING MI{ERSEC➢ON \
! RADIUS AS SHOWN \
PROPOSED OFF-SITE IMPROVEMENT PLAN N
—W
—D"
GRAPHIC SCALE
camel
L loon . ea
I ,
I
I ,
I I
I
I I
I I
I
I
I �
I
I
I 1
1
1
1
II
I
m I I
1
i
a I
58 I I
I
i
I
1 I I
I�
1
I
I
ISI
LEFT TURN LANE TO BE CONSTRUCTED PURSUANT
TO FDOT DETAILS AND SPECIFICATIONS
46 r. RTREEORE GIGGING
GLL iWL iAEC
-� 1-B00-432-4770
slLxsxWt sr i< as GLL
of rzaemL. wc.
IAN 21 M09
8ttY£A/M!y R PE F
AARCINi WA EN FL FE A n
0
d'
?W0�€
Z a
G 4 a
Zzo
�WN
WzQ
m
Wzm
Z � ao
C7 In 5
Zzg'!
J_
W°>wl#
A
>�S i w
joo�
mF
QZ�
9ifff
C5
UP, fu el A
3645( sl
.83 oe.
\ i i _ •\� EXISTING LAKE -AVERAGE WATER
ELEV=I7.6
\ \
• \14/\
PRaPO1[ RELOCAILD _ / i (5) r
_ — RETEINIOH AREA
15
GO RELOC..ATEO
0 / IIAREA
REID
t 1
- ISS AI:.
� t °
!
AUL/�NO�
C7/ / ........... .
12", 0RE{5TIPING �/0 C r / /� \ `�� \ I L
-PER ED�(yyT IPoPoDE 173 \
Ep'EXIS g rylEre n16 _ / .�.
RA IDS AS A\
\
// 12% GOR 3TRIPInc
PE P EXISTING EO.R 50 TAPER ` \'� `u'� ! -'P.[R F,OT DID45
y�7 I I r
� � � •�� �IiE Td EXIsnN
PROPOSED LEFT TURN LANE �— - �� I ! ! 1 I )I
/ ODIFT EXISTING MI{ERSEC➢ON \
! RADIUS AS SHOWN \
PROPOSED OFF-SITE IMPROVEMENT PLAN N
—W
—D"
GRAPHIC SCALE
camel
L loon . ea
I ,
I
I ,
I I
I
I I
I I
I
I
I �
I
I
I 1
1
1
1
II
I
m I I
1
i
a I
58 I I
I
i
I
1 I I
I�
1
I
I
ISI
LEFT TURN LANE TO BE CONSTRUCTED PURSUANT
TO FDOT DETAILS AND SPECIFICATIONS
46 r. RTREEORE GIGGING
GLL iWL iAEC
-� 1-B00-432-4770
slLxsxWt sr i< as GLL
of rzaemL. wc.
IAN 21 M09
8ttY£A/M!y R PE F
AARCINi WA EN FL FE A n
0
d'
?W0�€
Z a
G 4 a
Zzo
�WN
WzQ
m
Wzm
Z � ao
C7 In 5
Zzg'!
J_
W°>wl#
A
>�S i w
joo�
mF
QZ�
9ifff
C5