HomeMy WebLinkAboutDRAWING #0000-1_AS BUILT_200 INTERNATIONAL DRa
LEGAL DESCRIPTION PHASE EIGIIT
f ! • Il Portion of Section Florida22oT - •_- v*:...b...,, v-,- l-- +.`
wrnshtP 24 South, Rant ]T Gast, City of Capo Canaveral,
,- provard County, ridUcin more •4,..„::«d_
Commence at the Northeast corner of said l Sectio^ 22; described
SO"02'05"W aloe h µA.•
tine of Section
Section 22 for 1]117.51 feel to the Southeast corner of Government nt 1 in
!t) a Cast
said Section 22; thence iVb7"5ry'1]"l'! along the South line of SAW Government Lot 1 for
-
2G7. 14 feel la a noinl lying on the West line qi the Cast 2GO. 14 feel of said Section 22
said point also being Utc Point of Dtt)Inninp of the following described parcel of laPt�;
S thence continue N07"54')]"lY along Lha South Itna of said Government Lot 1 for 170.00
feat to tho Nest Lina of the East 950.54 feel of said Section 22; three. NO"02'05"E alone • ' "
i the VilSaid est line of Government
East 050.50 fc0l far 174.67 (eel to the North uric of the South 174.117 -
ce
174` 117 feet fasaid Government Lothet 1 for017E. 010 feetib tha Westg the th lineof the Cast 2110. 14
feet 11 I I I i
said Secuoo i2; thence SO°02'05"1'/ all the Y'esl line of the East 2110. f4 (rrt n( said
Section 22 for 174.117 feel to the Point of p
or Iris.
Wttnninn; said noreel contains 0,776 acres more
IfI a• t'DOL a $ESTROCMS CONSTRUGTEp
.VB9°$4 /3 `✓ I"1 8' + t0 3 I f ? UND6R Pi FIVE
O� + 0.
2Z9_o1' I I I 1
3 / is
t N ice_{/,✓ - +./ir•�:�-t" - L' - _ T _iAl
o
-in J�I 2 Qo �I
\ Y U �+
I TEUN15 COURTS CoNSTfLU CTEO UII\rDelk FIt/E%
1 x2.67' RG'TCNTI(N•� *• PHASE e
}P' I I ao 2'OUMPSTEPS t'//I Dix 20'/C 4:' GONt: 1
\ 4 1. osy[er/y Ce NG_ 14 o b� W130001b C.ONG:�TE KEINFOICC V
I 0 I D N 5r-1J I
Iry #1• to N 1`.1� •j;� SaiLLW Y�j („ I Cox Gx to W, W. F., ENCLASL D eay
llit
C.
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r
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- t ,�. D o - O,l - f yj y29 �y 35.0
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v meq.
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0 17 O O
lq '� O I o 1 ..�
ti n E- rc1 v +ti�" O a +�"�� +� r«} M.�hI PHIgSE 71 CCC r �a
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COH�GRVATIOIy - 0 i J ru � >
d
AREA I I I 1}til. o I os, t7 I 9 I I I I t a �� J' --I- -_ -- I
+ dd 5/
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I
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-n 4•a OP IIy�' <.o, v 3 6+. a t: ,11 J 0
ELEvAToE II I . zt.a, 5� % 20. ' Z40 Z } 4 V)
{-�% \1�- =t + a ' ar`•' G"9o•ri O. .,q iyw� N Al G. nI V\1 t-� 20.0 15.33 .. I I Q ' S•
\ b.o •r 3o.j3 0 ��•' f+' --. �.7•T F-�• -,1 C.Alo V
skif 1• , ,�. d , to1.33 ,.� d'�TYP.' \\ I I 2
" : r `• ' - .� � � 162.4 l' .J I �'. r
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STO,Fry - 18 UNIT-
1 FL-ii ELEV,
• I I. �\ 1 o?-• + FIN.6. Z 6 r I i . N j
F p
e• :Is^Ise ear , 4 3' \ a PH ASE s -
1 }� +p 5' 0 15.:31,• , 8 7 . I O '0 j
r a "vim :7.iTEA NAP.i - S'IE I::DICATED + Q' 'l In N N f 6
td{ �✓ Fr.:rstleD e�AaE Q _ o/ki
7 ' i rrae RtulacT w b A E-- I L.q I Q 3. 3' I t. -
i +- /6" CnrE '!LEVE 3" +J ''J I �'�-� I o .0; y/ N
+a:�t LCF POI::T F:LEVJSt ]X + \ �.
^+171: V,1LL'E - SIZE I1:LaCATtO I ' 1n "' Jy. }�
R1C4 POINT ELEVA^ �'}' I I f�l'� +D m l 28.0/
11.0'. .? I ',p�
o .l .IOt: n•.� 1 REDUCER '' \I T 'Q' 1 I o �'_ /K.D'
+ ->-- cER - s2zc I:ro1cATED I +li\ +p 1 zt.c'\ : b' ^ SAN '/ve, I
EX:STING
CONTOUR ` i h 1' I� •i 2L.0` \ r J 's on _ I "
• -I
15 HENO,' 70 DEVD ' :: 1 y 3 y J +I I }
DRAINAGE CZP.ECTIONAL FLG': dAACN -' q { ,l-2. r \ �, I /METER I 1V2"WATEId c i I
STORY DRAIN !MEET 1I,'!
--!7 t:AT:.F Y:TEA hP I h� �f! I METER --.. 'I.1-/ I 1
printf 9TOR2! DRA,1:1 PSPE BOTTOM of -' -� - SITic �" i I q
922E INOIC.TL'D •_s�7_
FIRE % I �ti D JJJ �� /- �b zo,TR � \
\ \ / ' AN µms- �s' .1 j
,`�� i• - :OA_-<u IssE - s;: +oj I //.. \I �3. SLOP 5 + I 1
L/ [E•:OTES FAP:?tiG E ISO:CATED '�' i•V y �/ I dENp Y
I 3 �G-Bti=0` S 183LFg
COU!;, ,Id" D.:x oeI' + J_ I f2E i ENTI OBio
N
H 'fi i:.l"'DILA?FED P.1Ati L':G e• \ 1 R R D I y/ �� a� - SFN.- Q•
-a5� 54t:ITAAB S!"E:+ -SIZE r rJ N j
h' S?IL
TC IS �W
,, � 2000Fy "�� "�PV C. LD S•QJO O/a LFir,
I I 5`116 C.F / I 2f' ter" s .6.r a dRv.c.� s
Jf` i'
s ^
C t
❑ I:'CIC1T_7 'BI h� 19
D ]L".!PSTERIRECTIO:A __..• \ I Tt 64"94,Y Ip_Z, y'�_ ..
0 5 CfiAiST.�
I� ---a SA::ITAAY SLCEi! :LC;F!DLE \ ,n• I Co.S' DEEP) o --�-- _y„g� 5
V l r
I
TIL1fr2C CIAECTIONAL � - N� --- �� O
IYD2CATORS •(�.: •A LIFT 5^ATIO:: G�{�.--_�
""• O CLEAY 01- t \+A/ 5PILLWny r«jf'
/ii ,l. -fr••---�- 30TTOM OF SLOPE
IV619" 54'43 `IV 2 }a+ - --- _ J _ Jl N RE'Move F LUCK I
IS.oa' I J/f Y� 6"6.✓8 CONNECT To
O�/
F.. E Ofli 4.V.
PII q
PHASE 8
APPIiDBAI DATE ,. 2 s 198
PHASE B PHASE 7 Gil "-• -� 71_
CAPE V-11 AITrIAL pill F ":':;
O j �•GONNECE/OA/ 1 r (J}
�1. V SITE INFORMATION
ACREAGE PHASE 7 ENGINEER'S NOTES: j li
1 }. I Ui' oamiRri-F.
",..../869 2.747 ACRES Pair .�,' ;;J "G 3- 2 WAY CO TR CT SPEC oICA. oR 20NIN .ROAD rR 3 NS U ION SHPLL CONFORM TO CITY ^;" " " " HF.-IGHT OF STRUCTURE �CONNECTIVN$ TO THE CITY SEWER SH
.w.r.,r ..,... SPECIFICATIONS. � I DETECTOR Stl^ Lunt (•-pr .. �•-••fir , 'r
. . '.'- .
" " PAVING STORY
_ /o'6ATE' C//CrC fC Ju. Ui.
�"'• .rr 'f• n ) 080 S.F.ANAVCRAL STANDARDS H V ' J
1 m \ 1•.•"•,• 22 ' + CAPE C rt�ID UNDER E IN ACCORDANCE WITH 8.,7 E �. ALV
CITY 1 RLTHE DIRECTION vA4.v E -- -
" .- .
A
E TION OF THE {AT%, � J
REQUIRED 8"KG•'T Z
3• WATER AND SEWER LINES SHALL COMPLY WITH APPLICABLE
\ w f
SETBACKS
PROPOSED CODES AND REGULATIONS.
WATER CONNECTION SHALL BE MADE UNDER
CITY F/RE LiJvE DETA/L
t N/A THE 4. T1IE SUPERVISION OF
SIDE a25 5' N/A 5 WALKWAY COCOA WATER DEPARTMENT. )
259 % = 62. K ESSABILITY TO BUILDINGS J1'HALL B )`a
REAR
CONSERVATION CONTROL 55.33 WITH FLORIDA BOARD OF BUILDING CODES AND
E IN ACCORDANCE SITE PLAN - PHASES 7, 8 & 9
AREA LINE 6• UNLESS OTHER{VISE NOTED ALL PAVING CENTERLINE
N � `ew'r ... „ �• " ,r „ .1.. 15.0
1 CANAVERAL BAY CONDOMINIUMS c�
BE 0.47 SLOPE. GRADES SHALL 200 INPERNATIONAL DRIVE
J e m • •Y•' REQUIRED 7 • 'BOUNDARY AND TOPOGRAP1iIC SURVEY INFORMATION WAS TAKEN FROM 3 PAGES c•1,' _ j
-- -r -- :•,r... PROPOSED A
PARKING SURVEY 4BY STOTTLER STAGG AND ASSOCIATES
K
« ."". } ..".•,. zt ;, PHASES 1,2,3 DATED 2=1 DWG. N0. 80161,
w rte nrrf . PHASES 8. DUILDING FIRE DEMAND 1000 i t
GPM a zo P.S.I. �OR:MARINC)FF CONSTRUCTION °ATE
1 t s,vr I/ 5 t G 04 79
rJ I } • ✓<' •;„' ' ',+ •` - TOTAL
7, 8, 9 108- s7 D• WHERE COR6wG IS NOT PRESENT BA5E MATpRiAt_ SHALL EKTENO 51x �6) '
., ,.. ' 1 I 106. INCH
« i __ 240 _
$ a "'1'' RETENTION 5650 C.F. TO CONSERVATION 24? j TwE�E (12)NIN I EEYONpvIEME T, PAD MST ILIZED 5
UEiGRP,DE EXTENOC[)
!2/26/84
CANAVERAL BAY CONDOMINIUM
.. , � �SCALE �.
AREA - G' 9-13-g� ph/flSE p, ! FHA SES 7a8 & 9
v - .'11478 C.F. r - 5 A ELAN
or
6-II Ali- CAP AVERAL, FLORIDA; Y
Ro FI 28 LIN' r
i 4 J.,g.Rs gorD, F 2E UNES r DLrnIL ENGINEERING SITE PLAN
z
JOB NO 1 ,
AD r i .,. r J/ Z2D'65 DELETED FIRE LINES GNG w- 820674 ,
. - 5 ADD NOTE k FL VI.,L pEnINACrL PLOW W _ G, �IYI..
„-r rte- .. _. 2 II•a uWn �L� DDMPsrh, Na LEN ENGiNfERs _ ERIN
' ,:, D v I - , ,• :.""'"..'eta r'-t-•m^ra+.,.,,"m•.;,r•-.,4;, F•r,.�•. _ "" ;- ,. 1 2-c•tts MonIF'r Bu1L°i. ' P NESURVEYORS DRAWN
AL
" 1f" 411 " t E R� ' ^*z r t r -�.. DIGS PNA SGt 8 a •( BOX 1321 COCOA BEACH, FLORIDA R H r } t
, t, r ltr"c,q,...�..r-.r�•cz+,-." DATE
i•I -, f; -Jin.+-+•-.n,�r..,-.rr-•t--r,q..."r••....,"F•q•s, DESCRIPTIO
y, l ^r+T c r. mrf x CHK D APPR p O i
NO.
SMT 1'
L S r
:.. , ,. _ r... rti:" ,I. vf"��'^•m,•�,u..*r>er_.- REV ,.
r
ry ISION
S
.�.;.i 177:. +,r •"'n^•xw. .•M,"r.-•sm.-.vi., REGIST
1< !F� /f
.. .... ... .... ._.. -.. .. i. ,. , r.::> _,',.. :�., ., ,..:. _ ""`+^.ereg:•n:: a'-•e.,y.... STATE OF F G 3
. .., i .": .' _. �"d. ,. d. L .... .,_ _1. ,..,.. .. _. /.. .. ,L.. .. .... .. ,. __.. „.,., ...... _ r s... .. .. .. ..i..... . ....., _. ...r;•_•;�r,[, ,F ., ... .e. ..:.<.._.... .. '_C L"tt Y n ___ .. .. ...
VARIES -SEE
AAV/NG L SLOPE WFr
DELETE DROPkD
WHEN GRADES ARE
1 THE SAME ON BOTH
SIDES, OF, WALK
ALK @4 E TA IL
F,SION JOINTS 0
("CNTFRI, DUMMY
v rs,3 -0' 0. C.
J�
771
EXCAVATE TO FIRM, UNDIS TURSED SO2 FOR THRUST BLOCK
TYP TRENCH EXCAVATZON
/777, --L;4— ------ ---- 4RE-4 'FOR TEE OR DEAD
-END
zt
AREA FOR TEE
7HR:)S T BLOCK KEEP ✓'DINT
5 CLEAR OF, /OR DEAD-END
CONCRETE
2i i F1 rrING (TYP)
WATER MAIN %
/0 0 (MIN) /0+_0 (MIN)
18 "OR LESS
20 LONG SEWER
PIPE, W1 TH JOIN TS
SANITARY SEWER 111111 ABOUT TYPICAL SECTION
CAOSSING -
ALTERNATIVELY
E,
}/CASE SEWER IN
6' OF CONCRETE
TYPICAL WATER MAIN 49 1 O'_ 0 "MIN) /0!- 0 (M//V)
TEE "''� ,i';�s
SANITARY SEWER
— OVER WATER AMIN
CROSS
AREA FOR DEGREE OF SEND_
CROSS
Lki ;1
_b
GRADE MET BOX
2" GATE
VALVE
VARIESI
4 LONG COIL IN
BOX (T ?`P.
Pr FOTM'
!J.
TRACER WIRE BOARD
L P, 900 BEND L BEND
--A-, I PLUG A PL
INSTALL TRUST
PUMPER NOZZLE BLOCK
FACING STREET k I
HYDRANT TO HAVE WATER
,OA MAIN
BREAK SECT /ON OR 2 BLOW OFF
I �jjjj'lj
REMOVABLE BARREL, JII i THRUST BLOCK DETAILS
—MINIMUM BEARING AREA (SQ. FT)
lil
FINISHED GRADE T -e 45
PIPE SIZE 900 BEND
0BEND 22
— DEAD EE END .50 BEND
CL4
COMPACTED BACKFILL 4'LONG COIL IN 4 2.8 2.0 1.5 0.4
HYDRANT BURY AS VALVE Box(ryp) 6 5.8 4.0
REQUIRED BY FINISHED� _446L 3.1
TRACER WIRE
GRADE
8 9 8 6.9 5.3 2.11
7 CU. FT GRAVEL VALVE BOX
VARIES
FOR DRAIN 10 159 133 8.6 4.'4
DRAIN 6"VALVE r
CONCRETE
—TRACER WIRE
22
BLOCK; 12 2
FIRE HYDRANT CON -
AREA FOR 90'BEND ,' MECH NECT(ON DETAIL
IN 6"MAIN: .5 15-9 12. ?
6"M,1 VALVE
KEEP DRAINS OPEN
AII- THRUST BLOCK
x FOR TEE,
>1
CONC PAD
TEE SERVICE PIPE36INCHES
BELOW GRADE UNDER PAVEMENT
HYDRANT VALVE ANCHORING TEE SLOPE UP TO METER BOX Ar
w1INTEGRALLY CAST STD. m,/. PROPERTY LINE
TYPICAL SECTION FIRE HYDRANT
STD. M. J. BOLTS GLAND DIV 6" PLAIN END BRANCH.
8 GATE VALVE INSTALLATION a GASKET
CORP sroP
Li. T C2 r'-CONC METE
FIRE HYDRANT CONNECTION DETAIL BOX
CURB
COC
DBI. STRAP TAPPING
ONE TO THREE ME
SADDLE AT PVC MAIN t
THREADS SHOWING
LMErt"R INSTALLATION BY coNrRA,:-T0F_l`,,
TRENCH WIDTH
If
SECOND LIFT"
LAYERS NOT MORE
THAN 9
INCHES DEEP- -
O
?-2'd. 'FIRST LlFrp
LAYERS NOT MORE
8A CKFIL L
REQUIREMENTS
'FIRST LIFT
PIPE
MAXIMUM
MATERIAL
SIZE OF
Vi
PR46MENTS
PLASTIC—
-!&LNCH
VIr CLAY
I P'g INCH
TA?Od,_eONC_
3 INCHES
1:5Ec0wD
LIFT"
6 INCHES
ALL
MA TERM L 5
COVER LABLED
WATER'.
TYPICAL 0&KVIG& G(.1AJ1Vr_G,"U1V
—
RADE
Vi
TRACER WIRE
NOTES
I
CONC PAD
I
INSTALL TRACER WIRE ABOVE: ti) Ll PVC MAINS.�
WIRE NUT OR
TRACER WIRE SHA L L BE #14U,;,' W1 TH ONE, TURN AROUND
ELECT, TApE(ryp)
BARREL OF EACH FIRE HYDRA -NT AT FINISHED GRADE
VALVE BOX
AND WITH 4 FEET EXCESS 111',57ACH VALVE SOX.
(ADJUSTABLE)
CONNECT To coNTI*vuous w1Rj_T, WITH w1RE Nljrs OR
18 /8 x 3
ELECTRICIANS. TAPE:
CONIC. PAD -
.-SUPPORT VALVE BOX ON
2
PAINT:FIRP HYDRANT, WITH RUNT-O-LEUM #!7745•
COMPACTED BACKFILL
3.
MAX. COVER OVER WATER M,01111S.- 42 1NCHF_5,(36'yM1A1),
4.
SEE PLAN FOR MOOIFICATION,�-' 'TYPICAL' METER LOCATI(.?N,.�"�,
.:9F
REOUIRED BY SITE CONDITION"."
r
VALVE
'Ale, F,
GATE VA L V 8 VALVE
8
011
too
20 THAN 6 INCHES DEEP
PIPE BELL
VE.
-PARKING ,
DAIF_
015T. VAQiE6 (66E PLAN) 91 k FOR: MARINOFF CONSTRUCTION; INC - !(c*
1212*1184
0.3
7
PREPARED RFD BED
SEE _N . G!g. No-rr *1D GHGET I or 3 TO DE 4joVOED CANAVERAL SAY CQWDOMINIUM
0.6 D .-SCALE
9'
11 rypEIr ASPHALTIC CONIC. SURFACE COURSE PHASES 7,8 4
MIN- 15012,,POUNDS- HU88ARD FIELD, STABILITY CAPE CANA VERAO.-MORIDA
COMPACT To 98 % OF MAXDENSITy NORMAL TRENCH DF TA IL
korcs, it I
DEVIFI.OPER, SHALL dcAr FOR ROADWAY 7ES;r1Na A
OR APPROVED COUIVAL ENT - MISCELLANEOUS DETAIL SHEET mall Na
f
j
SEEP FOR"20674I
AwnwNr-GRAD �,q lu
6' SrABILIZ6. SUB-BASE-,'4O1bs-:4.6.-,R.. 'VOTES:
I ALLEN ENGINEERING,MAX. Wz0#2 FEET
UNC
2. MIN. W=P/PE BELL DIA. t 16 INCHES
CIRAWN
J. DEPTH OFCOVERzjO INCHES MINIMUM FROM 7- t-zo-B5 OCLE76 FIRE DETA ILEN61NEERS SOFIVEYORS
mETENTIOhli SECTION EITHER FINISHED OR EX/ST/NG GRADE P.O. 6OX 1321
COCOA: BEACH, FLORIDA 1'
AcIocct '54PLWALL4 OCTAIL 0
SCALE.' //8% 11ON T.
.5.17 N
REVISIONS
'.lj 44J 'S 4't I , Op 0A
SEP
rn
17
7
7
x
PRE -PRIME
✓DINT
SURFACES
>-CEn
LC W,
NHOL E
PLAN
PRE- PR/MED JOINT
.SURFACES
PRE- MOL DED PLASTIC
JOINT SEALER
(RAM -NECK OR EQUAL)
OUTSIDE WALL
i
COMPLETED JOINT WITH
SQUEEZE -OUT
TYPICAL JO/NT DETAIL
I'S TANDARD PRECAST MANHOL EJ
N T. S
30° L.R.
''�_M/N.I/B"PER FT. SLOPE
UNDISTURBED OR
'�— STAB. SOIL
— 4" OR 6" SERV/CE
0
►...: °.. �� 45 MAX.
'f. MAIN
CONCRETE ENCASEMENT (WHEN PLPT14 5,ACCE:D5
(IF REOUIREO/
TYPICAL SERV/CE SECT/ON
NTS.
MANHOLE NOTES
TWO COLOR (RED UNDERCOAT- GRAY FINISH COATI
EPDXY COAT/NG /NS/DE AND OUTS/DE, BY MFGR.
PLUS ONE FIELD COAT APPLIED AFTER CONSTRUCT/ON. `
FRAME AND COVER SET FLUSH STANDARD MANHOLE
WITH SURFACE COURSE FRAME & COVER
SURFACE COURSE I GROUT
314" CEMENT PLASTER
COAT /NS/DE & 4141 0.20' CL.
OUTSIDE I FINISH GRADE
ALL HOLES FOR PIPE TO
BE PRECAST MAX/MUM /5"MAX,
ALLOWABLE CLEARANCE
O.D. + 4" 24"M/N. .
_ 4' O/A. - UP TO /2" PIPE
5' DIA-/5"P/PE TO 2/" PARE
B„
INVERT STEEL -
TROWEL FINISH
W
EET)
6' D/A.- OVER 2/ " P/PE
— ►WIM
WALL OF MANHOLE---�I. 'I °
10 BR/CK OR FORM
•� LASS "B" I
c� N ; I •. ► ► CONCRETE
W COVER 6
Q; A MIN/MUM '
I
LONG RAD/US
90 ° ELBOW
OBD °. •� + /•. I ° e
/ \ — TYPE II CEMENT �PRECA5T CONCFZETE A.9•T, m. C - 47 $
08DTYP/CAL DROP MieNHOLE
—THE BASE UNIT SHALL CONS/ST OF A
MONOLITHICALLY POURED BASE AND N. Ts
^ z• r=
BOTTOM RING SECT/ON SET ON UNDISTURBED
SOIL WITH 2O0OLBS. BEAR/NG CAPACITY
Ja4
?„
I'll / - 4-8" Ot EACH AAYI
CONCRETE INVERT
COMPACTCO 5urrAF3LE GICANLJLAP_ MATERIAL. UNOL-1= PEASE SLAPS
P/CAL PRECAST MANHOLE
N.T. S
Cl PL UG • , GRADE
L. R.
WYE AS
DOUBLE
6"X14" WYE
4" R.
4" PL UG
OR LARGER MAIN
TYPICAL SERV/CE PLAN
N.T. S
1
77
FL BOW
CLEAN OUT _DETAIL_
N. T. S.
STANDARD -U.S. FOUNDRY
OR APPROVED EQUAL
r
'
9" SO. 4" CONC. PAD
C ELBOW
.j
®
B O
d ® 'lo
el N
® ■
)lam ®
W.B
MANHOLE FRAME _a COVER
N. T. S.
NO DALE
DFSCRIPTION I CHKD I APPR D
REVISIONS
wfr+ N rt R 2h' >
,! r r � IT4'=. i'""rV �, �� �� �xwr`-Mr 5`r•'��.ti �i.+r+ ♦ Y r .✓'F�. � ... �? _~� � • - t
SEP 13 1988
•:I
)R:MARINOFF CONSTRUCTION,INC.
DA!'
2.11 e,5
CANAVERAL SAY CONDOMINIUM
SCALE
PHASES 718, & 9
A5
CAPE CANAVERAL, FLORIDA
SHOWN.
SANITARY SEWER DETAILS
JOB NO.
82oro7�
ALLEN ,ENGINEERING, INC.
ENGINEERS — SURVEYORS,
DRAWN;
P.O. BOX 1321 COCOA BEACH, FLORIDA
J.T.,S
SLIT NO
HECISTF CNCINCEII•NO 9423 ST ATC OF FLOP.IDA
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