10-07-2003 Plans
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PARK BENCH SLAB DETAil
GRAPHIC SCALE IN FEET
BENCH .AND
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ON CONCRETE
SLAB
I N.T.S. I
R=120.00'
0=28"24'20"
A=59.49'
lEGAL DESCRIPTION
~-=-
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50.25'
ALL OF THE TRACT 'A' PENINSULA, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 158, PAGE24 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SAID LANDS SITUATE IN THE CITY OF A VENTURA, MIAMI -DADE COUNTY, FLORIDA AND
CONTAIN 2,00 ACRES (87,120 SQUARE FEET> MORE DR LESS.
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A=46.53'
6FT. HIGH
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PLA YGROUND
EQUIPMENT
(PRO VIDEO AND
INSTALLED BY OWNER)
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DROP CURB
(MAINTENANCE
ACCESS.
TO PARK)
PLA Y PARK
(.98 AC)
LIGHT POLE
LOCA T/ON
29'
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SHADE STRUCTURE
WITH SHADE CLOTH
COVERING
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INSTALLED BY OWNER)
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LOCATION MAP
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10' FPL
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DRINKING
FOUNTAIN
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ACCESSIBLE PARKING SIGN
(RECOMMENDED LOCA TIDN)
84' TO BOTTOM OF PRIMARY ~:GN'~
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NOTE. HANDICAP PARKING SHALL
MEET THE REQUIREMENTS OF FDOT
INDEX NO.17346, SHT 9of9J(Ja.n,2000)
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42" HIGH
ALUMIMUM FENCE
(BID AI!..TERNA TE)
HANDICAP
SIGN.
(TYP.)
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18' .1"',
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42" HIGH
ALUMINUM FENCE
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SLAB WITH BENCH
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6' C-C, 60. ANGLE
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NOTES: A = 9' - STANDARD STALL; 12' - HANDICAP STALL
8 = 18' - STANDARD STALL
. 2' SPACE BET'w'E"E:
STRIPES
6' W'HITE STRIPE
HA~. DICAP~' .-
PARKING . . 18'
-STALL. -
. (TYP.). . ....
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8' HIGH .
ALUMINUM
FENCE
ACCESSIBLE. PARKING
SPACE g. ACCESS
AISLES SHALL BE LEVEL
~ W'ITH SURFACE SLOPES NOT
EXCEEDING !150(2Y.) IN
ALL DIRECTIONS
HANDICAP
A 5'
(see notes) MIN.
STANDARD
A
(see notes)
PET WASTE
STA TlON
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TYPICAL PARKING STALL
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6' HIGH
ALUMINUM
FENCE
SITE DATA
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LAND USE
ZONING
HIGH DENSITY RESIDENTIAL
RMF-4: MULTI FAMILY HIGH DENSITY
DOG. PARK
(.58 AC)
LIGHT POLE
4' X9' LOCATION
CONCRETE SLAB
WITH BENCH
AND TRASH CAN
PEDESTRIAN .
GA TE 5' WIDE
CONCRETE PAD. WITH
PET COMFORT
STA TlON (PRO VIDEO AND
INSTALLED BY.
CONTRACTOR) AND TRASH
CAN (PROVIDED AND 9
INSTALLED BY OWNER)
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SITE DATA CALCULATION
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87,119 SF
2.000 AC
TOTAL SITE
14' X 24'
CONCRETE SLAB.
FOR SHED
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V.U.A AREA
WALKS
11,539 SF
2,868 SF
0.265 AC
0.066 AC
6' HIGH
. ALUMINUM
FENCE
/6' HIGH
ALUMINUM FENCE
. (SEE SHEET D-2)
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256.05'
16.54%
0.331 AC
14,407 SF
IMPERVIOUS
1"554 AC
83.46%
PERVIOUS
72,712 SF
PARKING DATA
PARKING REQUIRED
PARKING PROVIDED
32 SPACES
32 SPACES (INCLUDING 2 HANDICAP)
'REB .ED
SEP 2 4 2003
SHEET 1 OF 21
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; ~2~ cr,~ CURB INLET
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1O~1 X . STO~~ MANHOLE
~R.E.-O.37
SITE BENCHMARK
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. 0, ).!X x' X . STORM MANHOLE ICURB ~LET
(\ A ~~ ~} k R.E.==6.41 R.E.-C-S.SOl
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~ . 10' ". I XIQ. 0' . HV ^" "f"/'-./>.. :;:-. " ~k .... '" '"
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~ be o'~ /lI\ 1><\ ~~TORM MANHOLE)> C?' /' ~~= :...<~:...< v :...< ~ '>..Y'.../ ~ ~ '" '" ",.I' ,IC
~-)..: . XD. 10, )' R.E.=6.36 <5'."<-=? ,~.&:::;f~, ~ = ~ -- = ~ .~
~W~lII' X X ~ ~ t'-...a ~('\ ----.= ~-
.. ,r~ .,A, ora II ~ =.: R~f=6.26 <5> "', 50-v ., <0.0 * . 1R~ Co. -- -~'.
I><;~X=~ .~~~O~' XO>?a;;: INLET .~.(~ 2~" O.~'~ ~ . J:'':>
1. \ . 1-."- "---R r -617 /1' /~: Sr
1 ~ ~. <1 .\;.~" . c . - . II 1 10 . '"
'1 :-.~ 0.tx\ ~.1><0 .. 111 ro~ vo!3' /0 A ~ 2' WIDE x 6" THICK
. ~ > 4-~ >e 'IFJ~k1'1j<,,) X)'l()"-l: CONCRETE BAND
~.\c\~%y~.) .~.~~cT~~:C ~~~~3n1h r" k'j)f~/~ -, 3~' SLIDE GATE c9 '\
.:1 II \ ~') ~~ ~ r A , ~? 7.75 X? S0.
II I y.J>AWC T & CONNECT III ~. "t (~ X? . X
.'..1 :kjll ~TP ExiSl1NG SiPEWALK ~ . X O~ 7~j), 0 C!J; (1. x:i>'v
2' CU ' ,8;j. ~* ~1-1 c TOP~~N (30"XHO;~\D0: ( /1 ~:v ~. '()X--.J"--
GUTTE~~B(~yp.)______ (:cPII\ 024" Tl-ER,!vtOPLASTlC stbR~' .;:.. . /. X
-::-... II \ BAR & 6 DOUBLE YE10'M\ L . ~tv ' ,.,-J.
. '-.... ~~ o::.THROU, H CURVE -..... - <C' 8.5
CONSTRUCT 2' TYPE 'F' i '1\ \ .- '\ ~:. ' / CON.N~CTED 'D' CURB
CURB WITHIN RIW (TYP.) ;; \ ~ ~ . . . TO F CUR~{TYP.)
'GUTTER II \ x:'.f l.1.. ~ :4'./ i SIDEWALK TO BE>(>'
2 VALLEY GPEDESTFIAN ACCESS , " /' FLUSH WITH INSTALL TYPE "B"
THROUGH ENTRANCE --....... '- II \ RAMP ~ER FOOT INDEX .... ~ ~/X ASPHALT FOR "M. OUNTABLE" CUIRB
SAWCUT & MATCH ----1H..Je..04 (rp.) --......... ~ '0 g SLIDE GATE FOR MAINTENANCIE
EXISTING ASPHALT _ \\ \. ~~ .........................: ~~ ~ -.J VEHICLE ACCESS
11~ -+--- _____ ',. ' . / B ~ 7.91 <0 ,?
EXISTING TELEPHONE BANK TO \11 ----= l"'---,! . ... ..'>-.4 < -.J <( X Xl()' / X"
BE RELOCATED CONTRACTOR TO II ~ i /'" ~ . ",.. ;, '. '~~. <i : .~. . 136 L.F. 42" HIGH ,,~
COORDINATE WITH BELLSOUTH .",.'1, ,6.45. .1 ~ ~ .<1 ,j . 4. . ..ll.? ALUMINUM FENCE X'
. ..Ii 1Q'\ 1-' U 1~ILTl' ~ ,Ml"D ~ \ 'i 1 .,.~ /~.. 6'- (ALTERNATE BID ITEM)
REMOVE EXISTING CURB INLET 1 Droll &.-JUGLHT' C~M~.At~~ E MT ,i ,r:., ,,- .f{). d' . '. ..".. '.
~~MtS~ g~tiEF:~8E R.f~~A3~F:). 10' ~ '(ORB. 1 A404 PG. 69, "'.bt~:; '.1;0' '4' ~L-E 8.01 7..51.:.. r7'"'\ USF 6626 (H-20) ~
6143 GRATE R.E. = 6.25 _ --.l:lf{) \\ ~ ~.T ;.~ 1-- ~ '. A / 18 \ R.E. = 8.50 / v
MIll ~l 7~l.1.. ;.1 '" ..(6.10)_.10 r:50" L.F. ~ ~ ::~: : ~:~;~~s C!J~
CURB INLET~ ~ .91 ( )
G E -6 01 --H ". STaR'" -.. i... 15 R.C.P. x,. I.E. = 3.00 W IDB@7.50
. .- . "'" EX~ (M ~ . "" 8.52: ~
CORE 8< CONNECT I r '~2~~~){I:i-... :/Ir" I ~. P. 7~28 L~~.6'5. =.TlNG TRANSFORMER TO f
TO EXIST. _CATCH _ __ II I G.E.=5~~~J~ If{. r 8.76 8.76 ..,.-- ',. . BE RELOCATED (SEE SITE
BASIN I.E.- 2.75 0 I \ O~OP. CURB FpR ; . . 0 ~ _ ~ ~:.. ELECTRICAL PLAN) CONTRACTOR
PEDESTRIAN ACCESS \11 ~E GATE (llYP.) .. \.1 ~ XCO' /' ~ \( _ TO COORDINATE WI FPL.
~~~: r~.)DOT INDEX II \ y\~. ., t:.~ \,.. / ~ ".. . ~
__. :1)c \\ \ E.B.E~ <.FNC) -7 .. .. ~~ ~ . ..: [64 L.F. 15" H.D.P.E.
--- ~ ~I ro.l><be ~ ,IO~Y ~ > ,(j.Jt;'L. J A /~ .:,",. WI 50 L.F. TRENCH
:;1"-. ~* r "x..I T (V-.. '!J J'-:=.' \,.. r4\ R.E. = 7.50
INDICATES PROBABLE ~~I:o~~1 c 2 x2 TEE I 10, . ... \ TR NS ml _r- - - ~...... "j \..U I.E. = 3.00(W)
PAVEMENT RESTORATION ~~" .." \ 0 '\.1\ - ;63 ~ _ . .u" - _I . I.E. = 3.00(SE)
ELECTRIC MANHOLE [/V'i! n' r D ~@/-'";'. c--- - ...J. ,II
SITE B~'~~~~~_/ l~.~ I ,,\...:. \ :"-1"X1" TEE \ \ ~..~. :::-- _ >f:- " :50
CONNECT TO EXISTING 12" ~ \ 0- \ 1\\ 0\ \1 ~. ~ ~.~. : ~'~I~(Ei " . "-
WATER MAIN WITH 12"x2" / III/, Q I II \T . '1" POLYETHYLENE . . ':E: = 3:00(S ""
SADDLE TAP & VALVE - l/i I i -7 I.. ' I.E. = 3.50(N'I P.R.B. \
2"x2" IRRIGATION / \ r UV~ ~ I n I \ \ \ xv": ...<, 119 L.F. 15'V"{C.P. WI ~ ,. x
SERVICE, 2"x1" REDUCER, . / III rt) ~ roro c:> A I n 0 \1 .\"-.. x- ~ .~ A 100 L.F. EXFIL TRA TlON
1 It DOMESTIC SERVICE - \\ V ~,/ ~ 10' D~ ~ tl \I ,1 \ .~X _. ~ ~ .. =:! TRENCH.
2" WATER METER INSTALLED I D~ O,t~' r. ~.ii"o.(\; r n\ x,f Jl~19" .11 ~\:l().\ \ u...--- ,~,,~. .4<1.\.T .... . ~
BY CITY OF NORTH MIAMI 11/ ~~'k; ~':I, -'X "k 1.0 T'l~ .'\ \ \..... '..\ ," . . ~
BEACH. 2" BACKFLOW ~X. 11:?' ~<?J1If ~~. iQ-:> 1\ \ 0 1 x_ \ \. . '..~.. ..J.
PREVENTER (REFER TO IRRIGATION ~~/\ \ -...if: II .--\'\ ~ roo Ill' \ \ ~-'.) ~ ~1'90:- .....~ . .9:52'.:/ .. <1 .
PLANS FOR MORE INFORMATION) -/ \ '" 0 I II \ 8.8 n: 8.30 \ . . .... 'lit ...... .:~.
L. \I \\ I II C \ H.P. xII.. . ~./~. . ,. . ..Q
,; \ \ r- II ~...r \\ 'O<?J ",Cfi 8.88 U ,.01 .. f.:. '. '.
~~it~~T~~fJ~~EW~E~~~~FLOW- II U) II ~~~. \ \I 0 m );tc \ ~~'\. ~ ;.~... .>:><J~-::.:~~
INSTALLED BY CITY OF NORTH \I ... II nlr. I II A \ . /". . <I _. 9.62
MIAMI BEACH. . II \ (I) II ~ .>~~~_ <?J-:> \ ~ 1: ) ~'8.85' \ \ ~~. . .. .~~ .;...t. ." . -".:::::::::: .I 0 '
l.,q I lI. 1 ~; jX)' )fil' >. I ~ <I.... .. ~. _ ..~ .. .
/ '), x.x~ ! 1<?J 'J,1 :z - ., . ... .. .. 1/
I .;J ,1- III 0 I -:"" II O' 11\~ ~ 1B' (TYP.) J \ \ ~.,.-;;.\ ".-::,.",.4"':._~.. L'!/ /'
. j, IT Z.1' I <5'0, I II 'zn 0 !o~ Ix ~ I( \;. . .. . ", . '. ','.
I \ II \ \ \\ V) x "'\ \ x "(8.83~!- ~ 1 . a .!-. "-J7
1\ II ~<D' ,. XV ~.. ..' .. . O.
I -1.1 -.J II \ -: \~\ -1,,\1 01, \:;1.1 :r-. D \ - ~ <n~. . / . ~'Z.'~. '::'1;.. ,.,.
Q. Q. q .). x-'" tJ \ K~ . . ..... . .
() ~ ~. JI.ro. ~ \\ X \~ rorp 1- Ld \\. . . .t. : ."<1 .."'. .
1.;( 'O,~)I( <0 ~ \\ \ \ \\ \ . \ \ . ,.:Q ...... f. ~. (
1 ~l \\ \ ~ ~ \ \\ ~ ~.. . ." . . A
. \ . ~. ~ \ \\ \ . '\ . . <1: '-. \ \. 11\ R.E. = 8.00
~f.:~ISTING \t1~IED '\ \ '\\ \ ..(8.63)..,.....,.. ~~8.63.: ~~ I.E. = 4.00 E,W)
r\t~CTRIC (lPNJC) \ 7- \ '\\ \ TYPE "D" ---".; :
. \ '\\ ~ \l,- \ '\\ \. CURB .) .. ,:. <, '\ L( ...
\\ \ ~ ~ \ ~ 0 \ " ....~. ~ ~
\\ \ \. \~ \\ ~\ ..', \\ . '4. '0 9.26 ~ '0\ \
~ \ ~ '\ '\\ 19 :r ~{\ r1"x1" TEE~ .'!. : r, '\
^-~~'\7.0\7..' \ 'L~s~ \\ 1--: > ~\ ~ . ~9. ~;.Jk~.' \
, '\rV-.> 1.~~'\. ro<1' -1. 59) \ ~~. ~ \'5, ~ o.~~ .' .,.~',
\~ \,,1 X ~ I ..~ \ -(8.17)': .. :f.'6~.. r\
S 6.~2 ~S"'A\ 00"\ ~ ~ .76 ~ ,'. .,.... '?i..
I ')bc ~ "~. ~y.-J 1, \1- ~ \'\\ 0 \~~ ,~ L' 0..', <,'. <..18.96lJ ()~ =- ~~~~ ~fNg~
1. X 1 \ \, \ '\\ 7- '\\ Vi'''? ::' . \.<:. ' <'...- .", ~ x'" 6' SWING GATE
~? ,IGH '\ ~ u- \~ 9.26 ~ \. : . ~I <",. ,:0 '..< .., . < ~.............. 6" CONCRETE SLAB
~\.U~INUM FENC~ \\ ~,,\ ," .... ,;.. Ll : PET COMFORT STATION
~ \ \" ~ \\ \ ~ 1 ).,.\\~ \1 :PET "FORT STATION ~SAMPLE POINT # 2
~ INS:rAL~ 4 PVC (sq~. 80~ \ \\ \ \ INSTALL TYPE "B"
FRO~\ ~T COMFORT \\ \\ \ '\ \ 15' DOUBLE ~ "MOUNTABLE" CURB
~\ \\ \\ \\\ \0\
\~ \ \\il \\ \ \\10 \ \ \ - -r:oX
\\ I \\ \\ \..> \ \\ LL ~?X ,,().
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11. ro' ~~ x4f ~ rorp \1\\ f9
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7'
NE 31st AVE
PERTY LINE
5' CONC.
..I WALK
THICKENED
EDGE
60' ASPHALT PAVEMENT
10' FPL EASMT
I~
I
18' PARKING STALLS
18' PARKING STALLS
12' DRIVE AISLE
12' DRIVE AISLE
10.6
, LANDSC
I 3.5'
10
20
40
60
.--1
MATCH EXISTING
BACK OF WALK
o
8" L1MEROCK BASE (LBR 100) COMPACTED TO
98% MAX. DRY DENSITY PER AASHTO T-180
TYPE "D" CURB
1~" TYPE S-1I1 ASPHALT
IN (2) 3/4" LIFTS
2% SLOPE ...
/ / /
~: .0. _:... '.~':< :....... ':,_ ..... n:._',': ". "':'. '.. -," "'.: ... .... ~_ _ .. .... . . .... . , .. . .. " . . _._ .,. _ ._
-.. '.. '.~_ ...: ."'..1:-, ,.."::':....;: .....:..;:;....:.~..~:.:.. .....R. .:........:.::.~...."':........:.:~:........t-~.:.~:..
'.. ....:. ;;.:~ :::....;:.:.:=:... ::.;.:....- '~..'"
GRAPHIC SCALE IN FEET
- 2% SLOPE
- ~r-
---~-- .-
N.E. 184TH STREET
6' ALUMINUM FENCE (REFER TO
LANDSCAPE PLANS FOR DETAILS)
12" SUBGRADE (LBR 40) CaMP ACTED TO 98%
MAX. DRY DENSITY PER AASHTO T-180
BRICK PAVERS
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WATER FOUNTAIN~XC!J.
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8.32
8.20
01
01
NOTES:
1. MIN. PERIMETER GRADE SHALL BE 7.75' PRIOR
TO MATCHING EXISTING PROPERTY LINE GRADES.
2. CONTRACTOR SHALL VERIFY EXISTING ROAD GRADES AT PROPOSED ENTRANCE
PRIOR TO GRADING PARKING LOT.
3. AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION, THE
CONTRACTOR SHALL SUBMIT A CGP "NOTICE OF INTENT (N.O.I.) TO USE GENERIC
PERMIT FOR STORMWA TER DISCHARGE FROM CONSTRUCTION ACTlVlTES THAT
DISTURB AN ACRE OR MORE OF LAND" FORM (DEP FORM 62-621.300(4)(b)) TO
FOEP NOTICES CENTER. THE CONTRACTOR WILL BE RESPONSIBLE FOR: (1)
IMPLEMENTATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
THAT IS REQUIRED TO BE DEVELOPED PRIOR TO THE NOI SUBMITTAL, AND (2)
RETENTION OF RECORDS REQUIRED BY THE PERMIT, INCLUDING RETENTION OF A
COPY OF THE SWPPP AT THE CONSTRUCTION SITE FROM THE DATE OF PROJECT
INITIATION TO THE DATE OF FINAL SITE STABILIZATION. A "NOTICE OF
TERMINATION (N.O. T.) OF GENERIC PERMIT COVERAGE" FORM (DEP FORM
62-621.300(6)) MUST BE SUBMITTED TO FDEP TO DISCONTINUE PERMIT
COVERAGE, SUBSEQUENT TO COMPLETION OF CONSTRUCTION. FOR ADDITIONAL
INFORMA TlON SEE FDEP WEBSITE:
http://www.dep.state.f1.us/water Istormwater Inpdes.
CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE A SWPPP AND SUBMIT TO THE
CITY ENGINEER FOR APPROVAL
4 .
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COMMUNITY DEVELOPMENT
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RECENED
SEP 2 It 2003
COMMUNITY DEVELOPMENT
SHEET~OF 21
LANDSCAPE NOTES
I. ALL 51ZE5 5~OWN FOR FLANT MATERIAL ON T~E FLAN ARE TO 6E
CON51DERED A5 MINIMUM5. ALL FLANT MATERIAL MU5T MEET OR
EXCEED T~E5E MINIMUM REQUIREMENT5 FOR 60T~ ~EIG~T AND 5FREAD.
ANY OT~ER REQUIREMENT5 FOR 5FECIF1C 51-lAFE OR EFFECT A5 NOTED
ON TI-lE FLAN WILL AL50 6E REQUIRED FOR ACCEPTANCE.
2. ALL PLANT MATERIAL FURNISI-lED 6Y TI-lE LANDSCAPE CONTRACTOR
UNLES5 OTI-lERWI5E SPECIFIED SI-lALL 6E FLORIDA NO. I OR 6ETTER,
AND 51-lALL 6E INSTALLED AS SPECIFIED IN GRADES AND 5r ANDARD5
FOR NUR5ERY FLANTS, 5TATE FLANT 60ARD OF FLORIDA.
3. ALL LAND5CAFE AREA5 51-1ALL RECEIVE 2' 51-lREDDED 6ROWN CYFRE56 MULC~,
GRADE 6.
4. CONTRACTOR 15 RE5FONSI6LE FOR WATERING AND MAINTAINING ALL
TREES AND LAND5CAFE UNTIL FINAL ACCEFT ANCE 6Y OllNER.
S. XERISCAFE FRINCIFLES I-IAVE 6EEN AFFLlED TO TI-lIS LANDSCAFE
FLAN AS SFECIFIED IN SFWMD's XERISCAPE FLANT GUIDE II.
6. SOD SI-IALL 6E ST. AUGUSTINE 'FLORATAM'.
1. IN TI-lE EVENT OF A VARIATION 6ETWEEN TI-lE FLANT LISTS AND TI-lE
ACTUAL QUANTITY OF PLANTS SI-IOUNN TI-lE FLANS, TI-lE FLANS 51-1ALL CONTROL
8. TI-IE LANDSCAPE ARCI-IITECT MAY REJECT ANY FLANT MATERIAL 6R0U6I-1T TO TI-IE
J065ITE WI-lIC~ I-IE/SI-lE DEEMS OF INFERIOR QUALITY OR AFFEARANCE.
'9. ALL LANDSCAFE AREAS S~ALL 6E IRRIGA TED WIT~ T~E DESIGNED
SFRINKLER SYSTEM FROVIDING 100% COVERAGE.
10. TI-lE CONTRACTOR IS RESFONSI6LE FOR REMOviNG ALL LIMEROCK AND DE6RIS
FROM TI-lE FLANTING AREA. TI-lE CONTRACTOR S~ALL AQUIT I-lIMSELF OF TI-IE
FREVAILING SOIL CONDITIONS FRIOR TO INSTALLATION. 51-l0ULD ANY SOIL
AMENDMENT 6E NECE5SARY, T~E CONTRACTOR SI-lALL 6RING TI-IIS TO Tl-lE
ATTENTION OF TI-lE LANDSCAFE ARC~ITECT.
SHRUB AND GROUNDCOVER LIST
S-l ~EAL TI-lY FRONDS
MINIMUM. TIE FRONDS WITI-l
610DEGRADA6LE TWINE.I-lEAD
TO REMAIN TIED UNTIL FALM
FUSI-lES IT OFEN.
...... .
5ECURE 6ATTENS WIT~ 2-3/4'
STEEL 6ANDS TO SECURE 6A TTENS
DURING FLANTING PROCESS
DO NOT NAIL 6ATTENS TO FALM
TRUNK I-lE IGI-lT OF 6A TTENS
SI-IALL 6E LOCATED IN RELATION
TO T~E I-lEIGI-H OF TI-lE PALM.
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BUFFER REQUIREMENTS:
REQUIRED: I. ADJACENT TO ANY STREET OR RIGI-lT OF WAY, PLUS ALONG T~E
FERIMETER OF ALL VEI-lICULAR USE AREAS, TI-lERE 6~ALL 6E A
CONTINUOUS 6UFFER 6TRlF OF NOT LESS T~AN 1 FEET.
TI-lERE SI-lALL I3E FROVIDED I TREE FOR EVERY 30 L1N. FEET.
T~ERE 61-1ALL 6E INSTALLED A ~EDGE OF NOT LE6S TI-IAN 3 FEET IN
I-lE IGI-lT
30S LF/ 30FT = 11 TREES REQUIRED
FROF06ED I-IEDGE
FROVIDED: 10 FEET FROVIDED
110 EXISTING LARGE FICUS TREE6 ALONG ROADWAY PROVIDED
I-lEDGE FROVIDED
S LAYERS OF 6URLAF
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6 TEEL I3AND
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FLANT SO TI-lA T TOF OF ROOT I3ALL
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FINISI-lED GRADE AT TIME OF PLANTING.
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AA 5024 ANNUAt..S FLOWERING ANNUAL& 4' FOT. ~' OC -
AZ 12 ALFlNtA ZEroaIMel:T 'VARIl:GATA' VARIEGATED 61-1ELL GlNGl:R 30'X3l'ZJ', FULL, 3' o.c.
FGI 321 FICUS 'GREEN 15LAND' FlCU5 'GREEN 15LAND' 24' X 24' MIN.. FUl..L, ~' O.C 6' MINIMUM 2x DIAMETER
IX~A 'N>"ICA ........A...'T' !:X-~ I-IYSfi2ID 24' X 24' MIN. FULL 30' o.c. Ol= ROOT aALL
IX a,
FX 214 FHILEDENDRCN 'XANADU' DWAfO!F FHlLEDENDRCN 24' X 24' MIN.. FULL, ,3l'ZJ' Of:..
1P 22 ZAMtA FU~RAceA CAF<!DeoARD FAt..M 3Eo' X ,36' MIN. FUl..L ,36' 0C SHRUB F'-ANTIN~ OeTAl1..
va 4e6 VleUFa-lUM &u&FENeUM eweET VI6U~UM 24' X 24' MfN. FULL, ~' (1)C
TREE AND PALM LIST
5YM QTY
CN 4
CD 1
ce ~
eM 2Eo
TI-i 3
W6 4
I30r .ANICAL. NAME
COCOS NUCIFERA 'MA1..AY AN GREEN'
COCCOL06A DlYER5lFOLIA
CA55IA 5URRATEN515
5WIETENtA MAI-IOGANI
T AeEeU!A I-lETEROFI-lYLLA
WODYETtA elFURCATA
COHMCN NAME
COCONUT FALM
FlOOECN FLUM
GLAUCUe CA55IA
MAI-IOGANY
FINK TRllMFET TREE
FOXTAIL FA1..M
SIZE . $PACING
CERTIFIED, SEE FLAN FOR CT. I-lEIGd4T&
14' OA.. " 5FRD.. 2' CAL.
12' OA, 50' ~., 1112' CAL..
14' - 16' I-IT. X a' 5FR., ,3' CAt.... MIN.
14' OA, X,' eFRD.. 2 1/2 CAt...
Ie>' CT
-
:REINFORCED aLACK RUaaER \-IO&E
~ 1)1~.~GALVANIZED AIRCRAFT-GRADE
~ f; ~.. GUYING CAeLE - SIZED AS NoT!:D 6!:LOW
~ (3 REQUIRED - 12/Zl7 APART>
~ ~ VL. 3 - 2x2x8' PT PINE &TAKE&
~ /2 FLACI:D A5 &1-lOLI.N IN PLAN
_ ~ ~ ~ __ ~ SA5!: OF TR!:E SI-lALL aE PLANTED 4' AaoVE
"Z/ ~ '7 ~ ADJACENT FINIS~ GRADE.
~~ / ~ REMOVE ALL TWINE. STRAPS. CUT aURLAP
/dC/ "'" FROM TOP ONE-T~IRD OF ROOTaALL NO
?~ ~ FJI SnlT~ETIC 6URLAP WILL aE ACcEPTED
V / 3' NON-CYPRESS MULCf-I COVER (T'r"P)
3' 50IL SAUCER
!DIAMETER OF TREE PIT TO aE TWICE Tf-IE
!DIAMETER OF ROOt SALL
- ROtI6I-1EN SIDES OF TREE PIT
50D
SPREAD
. ~ A 0 /1 13A5l! OF 'tREe 5I-lALL ee: PLANteD 4'
~ IJl:7 &/h.\k1 AeoVE ADJACENT FINleg GtRADE.
~ ~ 0 ~p li.l / REMOVE ALL. TWINE. STRAPS. CUT
_ ~ Oli' ~ 13URLAP AND CAGE FRCl1 TOP V3 OF
~ ..{{. ROOTl3ALL REMOVE ALL S'l"NTHETIC
':a ~M ~ -~ 13URLAP
4~."\' '-:- >' NON-C,..,....",,-CH =-
'"' Otfi - PULvERIZED &OIL l3ACI<FILL
0-;
!::l L r-- DIAMETER OF Tl'<ES PIT TO 13S 'tUJlCS Tl-l5
!t ~ DIAMETER OF ROOT 13ALL - ROUGHEN
~ SIDE& OF TRES PIT
~ 4' OF $AND-, NOTE, IF $ITE CONDITIONS REQUIRE GUYlmt
~ PLACED ~ \ OF THe TREe. OO'T"It-U DETA'L~ FRCM
ct 13ACKFILL CANOP'T" TREE Al30YE 5I-lALL ee: U55D.
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UNDI5TUReED &UaGsRADE
MUJ.. TI-T~JNK TF<.EE PJ..ANTIN6 t'E:TAIJ..
CANOFY TF<.EE PL.ANTIN6 OETAIL.
N.Y.S.
$CALc, N.r.s.
'.
SECTION
LlG~T POLE
-- ~"-' ~
~~~~~
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7/ V ;;::..................~
l/Zl'-/Zl' MIN.
5>'-\Z>' MIN.
LANDSCAFE 1 FEET IN WIDTI-I (EXC. CUR6ING)
ISLANDS ONE TREE FER ISLAND
REQUIRED: 4 TREES REQUIRED
FROVIDED: 1 FEET IN WIDTI-I (EXC. CUR6ING)
4 TREES FER PROVIDED
1 1/2'-2' SI-lREDDED CYFRESS MULCI-l
AVOID CONTACT WITI-I TRUNK
4' OF SAND PLACED ON 6ACKFILL
FINISI-lED GRADE
PUL VERI ZED SOIL 6ACKFILL
ALL ROOT 6ALL COVERING
MATERIALS SI-IALL 6E COMFLETL Y
REMOVED 6EFORE PLANTING
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SCALE 1 N.TS.
10346
10341
640S
104010
10401
6408
101&1
61&2
101&3
101&4
b1&S
10164
b16&
616b
10161
1124
112S
11210
1121
1128
112'9
1130
1131
1132
1133
1134
113S
1140
&I-IRUaS &I-IALL aE
PLANTED SLIGI-ITL'1"
AaoVE ADJACENT GRADE
3' NON-CYPRESS
MULC~ COV!:R (TYP)
FUL V!:RIZED 50IL eACl<FILL
ROOT aALL
alJILDlN6 FACADE OR WALL
N.T.S.
IF LIGHT POLES ARE
PLACED TOO FAR INTO TI-IE
ISLAND. TI-IE CONTRACTOR
SI-IALL CONTACT TI-IE
LANDSCAPE ARCHITECT TO
DETERMINE A NEW LOCATION.
1200
1201
1202
123S
1240
1241
1242
1243
1244
124S
1241
1248
124'9
12S0
12S1
12&2
12S3
12&4
1286
PARKING LOT ISLAND
TREE PLANTING
\~ LOT
\ j51DEWALK
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JOSEPH D IS HANDLEY
FlORIOP NO 0001368
S P 1 { 2001
PROJeCT NO.
01-O"lQjt.024
10' COCONUT PALM 6H=10'
8' COCONUT PALM 131-1=8'
14' Flcue
14' Flcue
14' Flcue
14' FICUS
12' WASHINGTONIA FALM 131-l=30'
12' WAel-llNGTONIA PALM 6H=30'
12' WAS~INGTONIA PALM 6H=20'
12' WASHINGTONIA PALM 6~=20'
12' WAe~INGTONIA PALM 6~=20'
12' ROYAL PALM6H=lS'
12' ROYAL PALM 131-l=1~'
12' ROYAL PALM 81-l=1&'
10' PALM 61-l=6'
14' I3ANYAN TREE
14' I3ANY AN TREE
14' I3ANYAN TREE
14' I3ANY AN TREE
14' I3ANY AN TREE
14' 6ANY AN TREE
14' I3ANYAN TREE
14' I3ANY AN TREE
14' I3ANY AN TREE
14' 6ANYAN TREE
14' I3ANY AN TREE
14' I3ANY AN TREE
CLUSTER OF 8-10' CI-IINESE FAN FALM 61-l=3'
2-8' COCONUT PALM 131-1=8'
4-10' COCONUT PALM I3H=13'
10' SAI3AL FALM 61-1= 11'
10' SAI3AL FALM 61-1=12'
Ie>' 5A6AL FALM 6H=12'
13' I3ANY AN TREE
13" I3ANY AN TREE
13' 6ANYAN TREE
13' I3ANY AN TREE
13' I3ANYAN TREE
13' 6ANY AN TREE
13' I3ANY AN TREE
10' COCONUT PALM 61-l=1&'
10' COCONUT FALM 61-1=IS'
10' COCONUT FALM 131-l=IS'
10' COCONUT FALM 61-1= 1&'
10' COCONUT FALM 61-1= IS'
10' COCONUT FALM 131-1=1&'
10' COCONUT PALM 61-1=1&'
10' COCONUT PALM 61-1=1&'
10' COCONUT PALM 61-1=10'
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COMMUNITY DEVELOPMENT
l-2
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& GUTTER
(TYPICAL)
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TRACT 'i4 I;
PENINSULA
PLA T BOOK 151t PAGE 24
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ELECTRIC MANHOLE
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PLA T BOOK 158, PAGE 24
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TREE LIST
6346 10" COCONUT PALM BH=lO'
6347 8" COCONUT PALM BH=8'
6405 14" FICUS
6406 14" FICUS
6407 14" FICUS
6408 14" FICUS
6751 12" WASHINGTON/A PALM BH=30'
6752 12" WASHINGTON/A PALM BH=30'
6753 12" WASHINGTON/A PALM BH=20'
6754 12" WASHINGTON/A PALM BH=20'
6755 12" WASHINGTON/A PALM BH=20'
6764 12" ROYAL PALM BH=15'
6765 12" ROYAL PALM BH=15,
6766 12" ROYAL PALM BH=15'
6767 6" PALM BH=6'
7124 14" BANYAN TREE
7125 14" BANYAN TREE
7126 14" BAN YAN TREE
7127 14" BANYAN TREE
7128 14" BANYAN TREE
7129 14" BANYAN TREE
7130 14" BAN YAN TREE
7131 14" BAN YAN TREE
7132 14" BAN YAN TREE
7133 14" BAN YAN TREE
7134 14" BAN YAN TREE
7135 14" BAN YAN TREE
7140 CLUSTER OF 8-10" CHINESE FAN PALM BH=3'
2-8" COCONUT PALM BH=8'
4-10" COCONUT PALM BH=l3'
7200 10" SABAL PALM BH=17'
7201 10" SABAL PALM BH=12'
7202 10" SABAL PALM BH=12'
7239 13" BANYAN TREE
7240 13" BANYAN TREE
7241 13" BANYAN TREE
7242 13" BANYAN TREE
7243 13" BANYAN TREE
7244 13" BANYAN TREE
7245 13" BANYAN TREE
7247 10" COCONUT PALM BH=15,
7248 10" COCONUT PALM BH=15'
7249 10" COCONUT PALM BH=15'
7250 10" COCONUT PALM BH=15,
7251 10" COCONUT PALM BH=15'
7252 10" COCONUT PALM BH=15'
7253 10" COCONUT PALM BH=15'
7254 10" COCONUT PALM BH=15'
7286 10" COCONUT PALM BH=6'
o
I
NOTE: The undersigned and CRAVEN THOMPSON &- ASSOCIATES, INC. make
no representations or guarantees as to the information reflected hereon
pertaining to easements, right-of-way. set bock lines, reservations,
agreements and other siml7ar matters, and this instrument is not
intended to reflect or set forth all such matters. Such information should
be obtained and further, confirmed by others through appropriate title
verification.
NOTE: Lands shown hereon were not abstracted for right-of-way
and/or easements of record.
15 30
I I
GRAPHIC SCALE
60
I
IN FEET
BH
(C)
CLF
CONC
DCR
D
ELEV.
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90
LEGEND:
BUD HEIGHT
CAL CULA TED
CHAIN LINK FENCE
CONCRETE
DADE COUNTY RECORDS
DEED
ELEVA TlON
5/8" IRON ROD & CAP
OFFICIAL RECORD BOOK
PLAT
PAGE
PLA T BOOK
RIM ELEVA TlON
TYPICAL
UTILITY EASEMENT
ALUMINUM LIGHT POLE
AUTOMA TIC GA TE BOX WITH ARM
CA TCH BASIN
CURB INLET
DECORA TlVE LANDSCAPE LIGHTING
ELECTRIC METER
ELECTRIC PULL BOX
FIRE HYDRANT
FLA G POLE
FORCE MAIN VAL VE
GA TE VAL VE
IRON PIPE
IRON ROD
NAIL AND TAB
IRRIGA TlON VAL J,E
METAL FENCE POST
SANITARY SEWER
SIGN
STORM SEWER
TELEPHONE PEDESTAL
TRANSFORMER
SHADE TREE WITH TREE NUMBER (SEE TREE LIST)
PALM TREE WITH TREE NUMBER (SEE TREE LIST)
SPOT ELEVATION
CHAIN LINK FENCE
METAL FENCE
TOP OF BANK
TOE OF SLOPE
DESCRIP TlON:
ALL OF TRACT ':4'; PENINSULA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 158, PAGE
24 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SAID LANDS SITUA TE IN THE CITY OF A VENTURA, MIAMI-DADE COUNTY, FLORIDA AND CONTAIN 2. 00 ACRES
(87, 120 SQUARE FEET) MORE OR LESS.
SURVEYOR'S NOTES:
1) THE BEARINGS SHOWN HEREON ON ARE BASED ON A BEARING OF NORTH 89'57'15" EAST ALONG THE
SOUTH BOUNDARY OF SAID TRACT ':4" AS SHOWN ON SAID PLA T.
2) THE LEGAL DESCRIPTION SHOWN HEREON WAS FURNISHED TO THIS OFFICE BY THE CLIENT.
3) ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE NOTED.
4) ALL THE RECORDING INFORMA TlON REFERENCED HEREON CAN BE FOUND IN THE PUBLIC RECORDS OF
MIAMI-DADE COUNTY FLORIDA UNLESS NOTED OTHERWISE.
5) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, THEREFORE ONL Y THOSE
EASEMENTS ON THE RECORD PLA T ARE SHOWN.
6) THERE HA VE BEEN NO UNDERGROUND IMPROVEMENTS LOCA TED IN CONNECTION WITH THIS SURVEY.
7) TREE TYPES ARE DETERMINED TO THE BEST OF OUR KNOWLEDGE. EXACT SPECIES SHOULD BE DETERMINED
BY A LICENSED BOTANIST, DENDROLOGIST OR OTHER PROFESSIONAL WITH SUCH CAPACITY.
8) THE ELEVA TlONS SHOWN HEREON ARE BASED ON THE NA TlONAL GEODETIC VERTICAL DA TUM OF 1929 AND
REFERENCED TO THE FOLLOWING BENCHMARK, UNITED COAST AND GEODETIC SURVEY BENCHMARK X-18, A
BRASS DISC SET IN CONCRETE IN A HANDHOLD ON THE CENTERLINE EXTENDED EAST OF NE 183 STREET &
12' +/- EAST OF EAST EDGE OF PA VEMENT OF WEST DIXIE HIGHWA Y AND 44' +/- WEST OF THE RAILROAD
TRACK. ELEVA TlON =6.29
9) THE ELEVA TlONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICA TlNG THE GROUND ELEVA TlON ONL Y AT
THE POSIT/ON SHOWN AND IN NO WA Y INDICA TE ELEVA TlONS A T ANY OTHER POINT THAN THA T SHOWN HEREON
AND DO NOT DETERMINE SUBSURFACE CONDITIONS.
10) THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MA Y HA VE BEEN ENLARGED FOR CLARITY.
THE SYMBOLS HA VE BEEN PLOTTED A T THE CENTER OF THE FIELD LOCA TlON AND MA Y NOT REPRESENT THE
ACTUAL SIZE OR SHAPE OF THE FEA TURE.
CERTlFlCA TE:
WE HEREBY CERTIFY THA T THIS SKETCH OF SURVEY AND OTHER PERTINENT DA TA SHOWN HEREON, OF THE
ABOVE DESCRIBED PROPERTY WAS MADE ON THE GROUND, CONFORMS TO THE MINIMUM TECHNICAL STANDARDS
FOR LAND SURVEYING IN THE STA TE OF FLORIDA, AS OUTLINED IN CHAPTER 61G17-6, (FLORIDA
ADMIN/STRA TlVE CODE) AS ADOPTED BY THE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULA TlON,
BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 472.027, FLORIDA STA TUTES
AND THA T SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS
SURVEYED IN AUGUST, 2002. RECEIVED
DA TE OF LAST FIELD WORK.- AUGUST 27, 2002
CRA VEN THOMPSON & ASSOCIA TES, INC.
LICENSED BUSINESS NUMBER 271
SEP 2 4 2003
~MUm~q/03
NOL TlNG
SIONAL SURVEYOR AND PPER NO. 4499
OF FLORIDA
THIS SKETCH IS NOT VALID WITHOUT THE SIGNA TURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
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PROJECT NO.
01-0103.024
'8-1
SHEET 1 OF 1
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3131 N.E. 188 STREET
A VENTURA, FLORIDA
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ROOF PLAN
DESIGN
DATA
LEG A L
DES C R
P T ION
A PORTION OF THE SOUTH 112 OF SECTION 3,
TOWNSHIP 52 SOUTH, RANGE 42 EAST,
DADE COUNTY FLORIDA.
SEE ADDITIONAL SURVET FOR DEVELOPMENT TRANSFER.
LOT
S I Z E :
GROSS-472.25'x315.847'= 149,158.745 S.F
NET - 472.25' x 251 .34 7' = 1 1 8,698.62 S. F.
ADDITIONAL TRANSFER : 90,604.8 S.F = 2.08 ACRES
3.42 ACRES
TOTAL
149,158.75 + 90,604.8 - 239,763.55 S.F.
LAN 0
USE
DES GNATION
MULTIFAMILY MEDIUM DENSITY ZONING DISTRIC
Z 0 N I N G
RMF3B-MEDIUM DENSITY RESIDENTIAL
MAX.
H E I G H T
REQUIRED
PROVIDED
11 STORIES OR 135'
135'
MAX.
DEN STY
ALLOWED 35 UNITSxACRE= 3.42x35= 119.85 UNITS
ADDITIONAL SITE DENSITY= 2.0Sx35= 72.S UNITS
TOTAL ALLOWED = 119.85 + 72.8 = 192.65 UNITS
PROVIDED 192 UNITS
yr--
PROVIDE A "PUBLIC
SHORELINE" SIGN.
SEE NOTE 1
p.,~
LOT
C 0 V ERA G E
REQUIRED
PROVIDED
MAX. 40%
33.3%
95,905.42 S.F
80,010 S.F.
OPE N
SPA C E
REQUIRED
PROVIDED
35%
53%
83,917.24 S.F
127,000 S.F.
F. A. R.
UNLIMITED WITH PEDESTRIAN PROMENADE
PEDESTRIAN
PRO MEN A 0 E
IN COMPLIANCE WITH THE PROMENADE DESIGN
CRITERIA AS PROVIDED BY THE CITY MANAGER
V I E W
CORRIDOR
REQUIRED- NOT LESS THAN 3% OF THE AVERAGE
TWO FRONTAGES.
PROVIDED- TWO VIEW CORRIDORS @ 1.5% EACH
PARKING:
PARKING REQUIRED: 2 CARS / UNIT (192) - 384 SPACES
384 + 5% (19 SPACES) - 403 SPACES
PARKING PROVIDED:
396 REGULAR SPACES
8 HANDICAP SPACES
404 TOTAL SPACES
SET B A C K S : CITY
UP TO 3 STORIES
4 STORIES OR HIGHER
REQUIRED
FRONT: 20'
SIDE: 25'
REAR: 20'MIN.
PROVIDED
20'-0"
25'-0"
23' TO 25'
REQUIRED
20'
25'
PROVIDED
20'-0"
25'-0"
20'MIN.
23' TO 31' -8"
SET B A C K S : SHORELINE DEVELOPMENT
UP TO 35'(PEDESTAL) OVER 35'(TOWER)
REQUIRED PROVIDED
REQUIRED PROVIDED
SIDE:
25'
31'-6"
23' TO 25'
25' TO 73'-4"
23' TO 31'-8
SHORELINE: 25'
25'
75'
VISUAL CORRIDOR SHORELINE DEVELOPMENT
REQUIRED--------- 472x20% = 94.4'
PROV.----2x (31 '-6" TO 73'-4")= 63'-0" TO 146'-S"
B U I L D
NG SEPARATION
REQUIRED
20'
PROVIDED
56'-11" TO 153'-9"
GENERAL NOTES:
1- PORTE- COCHERE ENTRANCE CANOPY
MIN. CLR. TO BE 13' -6" A.F.F.
2- MAX. RAMP SLOPE OF ENTRANCE DRIVEWAY
TO BE 110
3- PROJECT TO COMPLY WITH ALL MIN. REQUIREMENTS
FOR FIRE HYDRANTS & FIRE STAND PIPES QUANTITY,
LOCATION AND DISTANCE REQUIRED BY CODE.
4- Alc SPLIT UNITS
SCREENED BY PERIMETER PARAPET
NO ADDITIONAL EQUIPMENT SCREENINGS
IS NECESSARY
AU
~~[HJ~[PD~(Q)
~~~(Q)(~D~ U~~
AACHDrfCfUIRf URlBANJDSM DNfffRDOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
scha pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapiro Associates Inc, No part af these
ideos. plans ar designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No.:
102/20/03 II 446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - Cf( A - 1
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION
DATE
BY
IGN REVIEW 2 21/03
RELINE 3/ 0/03
N REV.COMM.6/25/03
2 DESI N REV. 7 02/03
SHORE LINE REV. 08 13/03
SITE I ROOF
FLOOR PLAN
SHEET No.:
A-1
i ; II,
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GRASS (TYP.)
7 -OO;-FINGER PIER (TYP) - -
BY OTHERS
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4' -0" FINGER PIER (TYP)
BY OTHERS
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MARINA UNDER
SEPARATE PERMIT
PROP. MOORING PILES (TYP)
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AACHDTfCTURIE URlBANDSM DNTfRDOfRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil #1
San Bernardino
Caracas. Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapiro Associotes Inc, No port af these
ideas, plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence aver scale dimensions. Schapiro
Associates assumes na liability for unouthorized
use of these plans, drawings and specifications of
any variation from original specifications.
@ KEY PLAN
DATE; PROJECT No.:
102/20/03 11446
SCALE; CAD NAME:
11 / 1 6" = 1 ' - ctl A - 2
CHECKED; APPROVED; DRAWN BY: NOTES;
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR DE SIGN REVIEW 2 '21/03
&DESI ; N REV. 7 102/03
SHORE LINE REV. 08 113/03
LEVEL 1 = GROUND
FLOOR PLAN
SHEET No.:
A-2
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PLAN
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AACHOTIECTURf UlRl8.ANOSM DNTlElRDORS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil #1
Son Bernardino
Corocas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapira Associates Inc, Na part of these
ideas, plans ar designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes na liability for unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
@ KEY PLAN
DATE: PROJECT No.:
102/20/03 11446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - ctf A - 3
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR DE SIGN REVIEW 2 1/21/03
mDESIC ~ N REV. 7 1/02/03
SHORE LINE REV. 08 1/1 3/03
LEVEL 2= PARKING
FLOOR PLAN
SHEET No,:
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HIGHER HAN PEDESTRIAN WALKWf
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AACHOTIECTUIRIE URlBANUSM UlNJrlE~UO~s
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapiro Associates Inc, No part of these
ideas, plans or designs may be reproduced or
copied in any form whotsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall hove
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans, drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No,.
102/20/03 11446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - q'l A - 4
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DA1E: DA1E: DATE:
REVISION DATE BY
f-OR DE 31GN REVIEW 2/ 21/03
mDESI G N REV. 7 1/02/03
SHORE LINE REV. 08 1/13/03
DECK LEVEL
THIRD FLOOR PLAN
SHEET No,:
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SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305~ 866 7324
Facsimile (305) 866 7474
sch a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil #1
San Bernardino
Caracas. Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapiro Associates Inc. No part of these
ideas, plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these pions, drawings and specifications of
any variation from original specifications.
@ KEY PLAN
DATE: PROJECT No..
102/20/03 11446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - Cfl A - 5
CHECKED: APPROVED: DRAWN BY: NOTES.
DATE: DATE: DATE: DATE:
REVISION DATE BY
-OR DE ;IGN REVIEW 2; 21/03
h\ DESI( "N REV. 7 /02/03
SHORE LINE REV. 08 13/03
LEVEL 3A ~ DECK
2ND FLOOR PLAN
SHEET No.:
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AACIHlUTIECTUlRIE UIRBANUSM UNTIERUOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc ha pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil #1
San Bernardino
Caracas. Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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express written consent of the copyright holder.
Written dimensions on these drawings sholl hove
precedence over scale dimensions. Schapiro
Associotes assumes no liability for unauthorized
use of these plans, drawings and specifications of
any variation from original specifications.
@ KEY PLAN
DA1E: PROJEC1 No.:
102/20/03 11446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - ctl A - 6
CHECKED: APPROVED. DRAWN BY: NOTES:
DATE: DA1E: DATE: DATE:
REVISION DATE BY
r-OR DE ::lIGN REVIEW 2/ 21/03
I/~DESI ~ N REV. 7 1/02/03
SHORE LINE REV. 08 1/13/03
LEVEL 4
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AACHOTIECTUIRIE UIRI8ANDSM ONTIEIRDOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Boy Harbor Islands, Florida 33154
Telephone (305) 866 732L
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil #1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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ideas. plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings sholl hove
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No..
102/20/03 11446
SCALE: CAD NAME:
11/16"=1'-Cfl A-7
CHECKED: APPROVED. DRAWN BY: NOTES:
DATE: DATE: DATE: DA1E:
REVISION DATE BY
OR DE )IGN REVIEW 2/ 21/03
~DESI( N REV. 7 /02/03
SHORE LINE REV. 08) 13/03
TYPICAL
FLOOR PLAN
SHEET No.:
A-7
I
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MCHUTIECTUfRlE URBANUSM UINTlEfRUORS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sch a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociados
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas. Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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copied in any farm whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No.:
102/20/03 11446
SCALE: CAD NAME:
11/16"= l' -efl A-8
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR Of SIGN REVIEW 2 /21/03
/~OESI ; N REV. 7 119/03
SHORE LINE REV. 08 '13/03
PENTHOUSE
FLOOR PLAN
SHEET No.:
A-a
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~~[J={]~rPDm(Q)
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ARCHBflECfUIRIE URBANlBSM BNflElRBOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas. Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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ideas, plans or designs moy be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
@ KEY PLAN
DATE: PROJECT No.:
102/20/03 11446
SCALE: CAD NAME:
11 / 1 6" = 1 ' - ctl A - 9
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR DE SIGN REVIEW 2 /21/03
MDESI GN REV.COMM.6 /25/03
ffi DESI G N REV. 7 /02/03
SHORE LINE REV. 08 13/03
PENTHOUSE
2ND FLOOR PLAN
SHEET No.:
A-9
;1 ' ·
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AACHBrIECrU~ URlBANBSM BNrlElRlIOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Boy Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc h a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
Son Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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ideas. plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall hove
precedence over scale dimensions. Schapiro
Associates assumes no liability far unauthorized
use of these plans. drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No.:
102/20/03 11446
SCALE: CAD NAME:
11/1 6" = 1 '-eft A-1 0
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR DE SIGN REVIEW 2; 1/21/03
r-OR DE t3IGN REV.COMM 6/25/
mDESI G N REV. 7 1/02/03
SHORE LINE REV. 08 1/ 1 3 /03
EXTERIOR
ELEV A liONS
SHEET No.:
A-10
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AACHBrlECrUIRIE URlBANBSM UNrlE~UOIRS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sch a pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@ 1997 Schapiro Associates Inc. No port of these
ideas, plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings sholl hove
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans, drawings and specifications of
any variation from original specifications.
~ KEY PLAN
DATE: PROJECT No.:
102/20/03 11446
SCALE: CAD NAME:
11/16"=1'-cfl A-10
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
FOR DE SIGN R EVI EW 2/ 21/03
~OR DE )IGN REV.COMM )/25/0
nDESIC N REV. 7 /02/03
SHORE LINE REV. 08 /13/03
EXTERIOR
ELEV A TIONS
SHEET No.:
A-11
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RUm ROY
Landscape Architecture. Planning, P.A,
412 North Andrews Avenue
Fort Lauderdale FL 33301
Florida License Number LA 393
Fax 954/462-0722
Phone 954/462-0704
~(f: [}={]~[PD mrg
~~~@ceil~tr~~
ARCHITECTURE URBANISM INTERIORS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
scha pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociados
C.A.
Avenida Cota Mil #1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@) 1997 Schapiro Associates Inc. No part of these
ideas, plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder,
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans, drawings and specifications of
any variation from original specifications.
$ KEY PLAN
DATE: PROJECT No.:
106/26/03 II 03028,00
SCALE: CAD NAME:
11/16"= 1 ' -q'f Landbase.dwg
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
JULY 16, 2003
LANDSCAPE PLAN
POOL DECK
SHEET No.:
L-1
DESIGN
DATA
LEGAL DESCRIPTION:
A PORTION OF THE SOUTH 1/2 OF SECTION 3,
TOWNSHIP 52 SOUTH, RANGE 42 EAST,
DADE COUNTY FLORIDA.
SEE ADDITIONAL SURVET FOR DEVELOPMENT TRANSFER.
LOT SIZE:
GROSS-472.25'x315.847'= 149,158.745 S.F = 3.42 ACRES
NET -472.25'x251.347'= 118,698.62 S.F.
ADDITIONAL TRANSFER : 90,604.8 S.F = 2.08 ACRES
TOTAL : 149,158.75 + 90,604.8 = 239,763.55 S.F.
LAND USE DESIGNATION:
MULTIFAMILY MEDIUM DENSITY ZONING DISTRIC
ZONING:
RMF3B-MEDIUM DENSITY RESIDENTIAL
MAX. H E I G H T:
REQUIRED 11 STORIES OR 135'
PROVIDED 135'
MAX. 0 ENS I T Y :
ALLOWED 35 UNITSxACRE= 3.42x35= 119.85 UNITS
ADDITIONAL SITE DENSITY= 2.08x35= 72.8 UNITS
TOTAL ALLOWED = 119.85 + 72.8 = 192.65 UNITS
PROVIDED 192 UNITS
LOT COVERAGE:
REQUIRED - MAX. 40% = 95,905.42 S.F
PROVIDED - 33.3% = 80,010 S.F.
OPEN SPACE:
REQUIRED - 35% = 83,917.24 S.F
PROVIDED - 53% = 127,000 S.F.
F. A. R. :
UNLIMITED WITH PEDESTRIAN PROMENADE
PEDESTRIAN PROMENADE:
IN COMPLIANCE WITH THE PROMENADE DESIGN
CRITERIA AS PROVIDED BY THE CITY MANAGER
VIEW CORRIDOR:
REQUIRED- NOT LESS THAN 3% OF THE AVERAGE
TWO FRONTAGES.
PROVIDED- TWO VIEW CORRIDORS @ 1.5% EACH
PARKING:
PARKING REQUIRED: 2 CARS / UNIT (192) =: 384 SPACES
384 + 5% (19 SPACES) = 403 SPACES
PARKING PROVIDED: 396 REGULAR SPACES
8 HANDICAP SPACES
404 TOTAL SPACES
SET B A C K S : CITY
UP TO 3 STORIES 4 STORIES lOR HIGHER
REQUIRED PROVIDED REQUIRED PROVIDED
FRONT: 20' 20'-0" 20' 20'-0"
SIDE: 25' 25' -0" 25' 25' -0"
REAR: 20'MIN. 23' TO 25' 20'MIN. 23' TO 31'-8"
SET B A C K S : SHORELINE
UP TO 35'(PEDESTAL)
REQUIRED PROVIDED
OVER 35'(lfOWER)
REQUIRED PROVIDED
25' 25' TO 73'-4"
SIDE: 25'
SHORELINE: 25'
31'-8"
31'-8"
52'-5" 31'-8"
8 U IL DIN G S E PAR A T ION
REQUIRED PROVIDED
20' 56'-11" TO 153'-9"
GENERAL NOTES:
1 - PORTE - COCHERE ENTRANCE CANOPY
MIN. CLR. TO BE 13'-6" A.F.F.
2- MAX. RAMP SLOPE OF ENTRANCE DRIVEWAY
TO BE 11'
3- PROJECT TO COMPLY WITH ALL MIN. REQUIREMENTS
FOR FIRE HYDRANTS & FIRE STAND PIPES QUANTITY,
LOCATION AND DISTANCE REQUIRED BY CODE.
4- A/C SPLIT UNITS
SCREENED BY PERIMETER PARAPET
NO ADDITIONAL EQUIPMENT SCREENINGS
IS NECESSARY
CONCRETE GRID FAVER
OFEN
SOD / MONDO GRA55
TOFSOIL 1/21 BELOW
TOF OF GRID FAVER
CONCRETE GRID FAVER
-1121 BEDDING SAND
COMFACTED
AOOREGA TE BASE
EXISTIN~ COMFACTED
SUB-GRADE
~~~~~~~~~~~~%~~~~~~~~~~~
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BLOCK
DETAIL
MATERIAL SCHEDULE
The Atriums at Aventura Revised AUClust 06 2009
KEY PLANT SPECIFICATION QUANT. NATIVE SAL T TOLERANT
CO Chrl.jsophl.jllum ollvlPorme F.es.. 121 ht. x 61 spr. 1:2 Yes HIClh
Satin LeaP
COR Cordia cebestena F.es.. 12' ht. x 61 spr. 22 Yes HICjh
es.elCjer Tree
CS Cupressus sempervlrens SO Cjal., 10-12' o.a. matched specimen s 90 No MedIum
ItalIan Cl.jpress
cu Coccoloba INfPera 201 ht. x 201 sor. Soeclmen 2 Yes Hlah
SeaClraoe
PE Pt1.lchosperma eleClans Ie' C.T. matched soeclmens 20 No Lo~
Solitaire Palm
PD Phoenix dactlllPera 241 C.T. matched soeclmens 16 No Hlah
Date Palm
QV Quercus vlrCllnlana F.es.. lei ht. 6" cal. matched soeclme is 14 Yes HIClh
Live Oak
RR R01.lstonea reClla F.es.. 24 ht. matched soeclmens 10 Yes Medium
R01.lal Palm
SM S~letenla mahaClonl 161 ht. x e' spr. matched soeclmens 10 Yes HIClh
MahoClan I
SP Saba I oalmetto Alternate 251 ct.4 151 ct. soeclmens 14 Yes Hlah
Saba I Palm
V'lB V'lodl.1etlCl blPurcatCl 12' C.T. specimens 4 No MedIum
Foxtail Palm
ANN Annua Is 4" oots, soaclnCl oer soecles, e"-1211 P.c. 622 N/A N/A
To be aooroved bu L.A.
60U 60uClalnvlllea 'Barbara Karst' 45 Clal, tree standard, 10' ht. 6 No HIClh
60uCjainvlllea
c.HR Chrl.jsobalanlJs leaco 'Red Tlpl 9 CIa!., 2411 ht. x 2411 spr., 2411 O.c. 655 Yes HIClh
Red Tip Cocop lum
CON Conocarpus erectus 'serrceus' 9 Cja!., 24" ht. x 2411 spr., 24" O.c. C:;G16 Yes HICjh
Sflver 6uttonV'iood hedc:::je
COE Conocarpus erectus 9 CIa!., 24" ht. x 24" sor., 24" O.c. 250 Yes Hlah
es.reen 6utto'nV'iood
CRI Crlnum amerlcanum IS CIa!., 9' ht. x 9' spr., 41 O.c. 4.::1 Yes HIClh
5~amp Lllu
CUV Coccoloba uvirera 9 CIa!., 90" ht. x 2411 sor., 24" O.c. 52 Yes Hlah
5eaClraoe
HIB HibIscus Rosa-SinensIs 9 CIa!., 9011 ht. x 2411 sor., 24" O.c. 240 No MedIum
HIbiscus hed,ae-Red
ILE Ilex vomltorttCl ' SchelltnG!s D~arP, 9 CIa!., 12" ht. x 12" 5or., le" O.c. 1012 Yes HIClh
DV'iarP '1" auoon
L1R L1rlope 'Evelrareen alant' I CIa!., 12" o.a., 12" O.C., Pull 544 No Medium
EverClreen GIant Llriooe
FIP Ficus oumlla I CIa!., 44 No Medium
CreeolnCl FIG!
NEM Nephroleols Palcata 'Macho Fern' 9 CIa!., 90" ht. x 24" sor., 24" o.c. 152 No Lo~
Macho Fern
OPH OohloooClon laoonlcus I CIa!., e" o.c. , rull 4,692 No Medium
Mondo es.rass
RAP Raphloleosls IndIca 9 CIa!., 90" ht. x 24" sor., 24" o.c. 152 Yes MedIum
IndIan HaV'ithorn
TRI Trlosacum Plorldana 9 CIa!., lell ht. x lell sor., 24" o.c. 1C:;2 Yes Medium
D~arP Fakahatchee es.rass
lAF lamia rurruracea 9 CIa!., 90" ht. x 24" sor., 2411 o.c. 116 No HIClh
Cardboard Palm
lAM lamlCl oumlla 9 ClCI!., 90" ht. x 24" sor., 24" o.c. 2c:;e Yes HIClh
Coontle
50D Stenotaohrvm secundatum 'Florataml SolId V'ieed-Pree oannels, staClCler iolnts
st. AUClustlne Sod Contractor shall verJPu CluClntltl.1. AS NEEDED
SYMBOL ITEM
PARKING DRIVEWAY
CD 12" WIDE BAND
PARKING DRIVEWAY FIELD
CD
12" WIDE BAND
CD
PAVER FIELD
CD
SIDEWALK
CD
GRASS BLOCK PAVER
CD
MATERIAL
CONCRETE W/L1GHT BROOM FINISH,
2" TROWELED EDGE.
CONCRETE PAVER 4"XS", TUMBLED,
HERRINGBONE PATTERN
COLOR OLD WORLD E-16 (50%) + E-24 (50%)
PAVER MODULE (954) 972-7400
CONCRETE PAVER 12"X12", COLOR PEACH: P3
PAVER MODULE (954) 972-7400
CONCRETE PAVER 12"X12", WI SHELL FINISH, COLOR
PEACH: SP3
PAVER MODULE (954) 972-7400
CONCRETE W/L1GHT BROOM FINISH,
2" TROWELED EDGE.
CONCRETE GRASS BLOCK P AVER.
P AVER MODULE (954) 972-7400
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/ -fax. . / / / / / / / / / / / / / / / / / / (/ /' /' / /.: / /
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8 49 PAVER5 5ELECTION A5 PER N.E.100TH 5TREET PEDE5TRIAN PROMENADE DE51GN GUIDELlNE5
SITE FURNITURE SCl-4EDULE
KEY
aTY
DE5CRIFTION
61 5CAReOROUGH 5TRAF 6ENCH 6Y LAND5CAPE FORM5, INC. MODEL
t5C3~~!;-65-12. PAINT TO 6E FANGUARD " POUJDERCOAT FINI5H 5PEClAL
COLOR TIGER DRYLAC 49/!;~61~ RAL~~~!;, GL055Y.
REQUIRED 12 5EAT 5ECTION5t PROVIDED: 18 5EAT 5ECTION5
LITTER CONTAINER 6Y 5MART 5TRRET DE51GN5 MODEL 411..CR-24 TWO OPENING5.
PAINT TO 6E NICKLAD 2~~~ 5Y5TEM A5 FER MAN. RECOMMENDATION5 WI UV
INHI61TOR 5FECIAL COLOR FANGUARD II FOUJDER COAT TIGER DRYLAC U5A
49/!;~611~ COLOR RAL 16~~S GL055Y.
WITH CITY OF AVENTURA LOGO
FURNITURE 5ELECTION A5 PER N.E.188TH 5TREET FEDE5TRIAN PROMENADE DE51GN GUIDELINE5
~
[
6
.
4
LIGt4T FIXTURE SCt4EDULE
KEY aTY DE5CRIFTION
.. 6 LIG~T FOST DOU6LE IGHT F05T DOU6LE
YHAVN MODEL, 6Y LOUI5 FOUL5EN
; 88 TREE UFL IGI-fT LAND5CAFE UPLIGHT: L5 1I2A
60RONIA GROUNDMOUNT I COPFER
6"" LUMA5CAPE
MODEL 8!;18MH-1~LU-G12T6 MH-1~W-'2~V 6Y 6EGA
6ALLA5T LOCATED IN 60LLARD COLOR TO 6E
AVENTURA GREEN. FAINTED TO 6E PANGUARD "
FOWDERCOAT FINI5H. 5PEClAL COLOR TIGER DRILAC
49/!;~61~
LIGHT 60LLARD 5ELECTION A5 PER N.E. 100TH 5TREET FEDE5TRIAN FROMENADE DE51GN GUIDELlNE5
.
34
LIG~T 60LLARD
ffi~CA~:~.~!MINARY PLANTING, LIGHTING, PAVING SCHEDULES
r<JwtV6iD
~'v'( t (p 1 ?JJrJ?
RHEIT ROY
Landscape Architecture' Planning, P.A.
412 North Andrews Avenue
Fort Lauderdale FL 33301
Florida Llense Number LA 393
Fax 954/462-0722
Phone 954/462-0704
~(f: [}={]~{fJD ~(Q)
~~~(Q)~D~IJ~~
ARCHITECTURE URBANISM INTERIORS
SCHAPIRO ASSOCIATES
1150 Kane Concourse
Third Floor
Bay Harbor Islands, Florida 33154
Telephone (305) 866 7324
Facsimile (305) 866 7474
sc ha pi ro@schapiroassociates.com
Consultant Architect:
Enrique Feldman & Asociadas
C.A.
Avenida Cota Mil # 1
San Bernardino
Caracas, Venezuela
Telephone (58) 212-5527315
(58) 414- 3342686
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@) 1997 Schapiro Associates Inc. No part of these
ideas, plans or designs may be reproduced or
copied in any form whatsoever without the
express written consent of the copyright holder.
Written dimensions on these drawings shall have
precedence over scale dimensions. Schapiro
Associates assumes no liability for unauthorized
use of these plans, drawings and specifications of
any variation from original specifications.
$ KEY PLAN
DATE: PROJECT No.:
101-02-03 II 03028.00
SCALE: CAD NAME:
IAS NOTED II L-2 DWG
CHECKED: APPROVED: DRAWN BY: NOTES:
DATE: DATE: DATE: DATE:
REVISION DATE BY
JULY 16, 2003 TGV
SHEET No.:
L-2
~'... "~,""""",,,,..;';"
~ NW CORNER E 1f2, NE 1f4,
/ SW 1f4, SECTION 3-52-42
- ~ NORTH LINE OF SW 1f4,
SECTION 3-52-42
(N89'50'55"W DESC.)
/ CENTER OF SECTION 3-52-42
POINT OF COMMENCEMENT
PARCEL 1, 2, & 3
o
587"35' 43"W
- - 670.26' --
':.t
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,--------------
I
I lRUE CORNER 7 (S89"56'45"E DESC.) lRUE CORNER 7 (S89"56'45"E DESC.) ,rlRUE CORNER (S89"56'45"E DESC.) ,rlRUE CORNER
: ~ ~ ~ ~ ~~ ~ ~ ~ij~ LL1LJLJ ~!, ~~~~h~;:: ~ :::::~"--:~: ~~::~ 69~.:: :~::~=~x / /;J~~~~-Y- --I
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I I :;::;~;:Sg>R~~~653 ~ 27Il.7O' t_ r- -- r- \.- FOUND NAIL Be DISK :
I I (7 /24/03) t~ d ~ to ~ ~ REFERENCE CORNER lro
I ,. ~ ~ ~ C'! C;; C;; 63,07' OFFSET LB3653 : d
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.c I I ~d CIG.1 i~ OC.72IG5 AC2,:!: ~~ CIG.3 ~ ~ :b ~
to' W I IMP R 0 V E MEN T S NOT S HOW N~: ~~ 0 ~i H FOUND 1/Z. PIPE & CAP :~~
~ J I I I ~~ ~~~~ ~~~:tE ~ ~ -- --;50' ~DE DRAINAGE EASEMENT ~ ~ LB3653 (7/24/03) : ~ ~
\, "I Z I I ~_~. ~z. (7/24/03) e O.R.B. 6296 PAGE 697 ..... FOUND NAIL Be DISK i .......
: - jfLB3653 (7/24/03) ;
W I 20' WIDE RIGHT OF WAY DEEDl i POiNT OF BEGINNING 3' OFFSET !
I O.R.B. 3943 PAGE 370 I ~ PARCEL 1, 2 & 3 20' WIDE RIGHT OF WAY DEED 1 I
C O.R.B. 394.3 PAGE 370 '
~ ~ C=--N86'48'ZOOE-=-=-=-=-=-=- /_=-=-___N~_E~_______ 1ra8thi'124.75~-STR~ET- ~2~~.'j:~~;?~.~~)+69150"-~J;.~'~____!__=====T =-1 - --
/1 - (N89'20'35"E DESC.) / ;50' WIDE RIGHT OF WAY DEED ...../ - - - - ~ - - (N89'20'35"E\ DESC.) 414.00' b: : J - - / ~~~.:D}2:1~~~EDj5~AY DEED./-
.. O.R.B. 728 PAGE 358 g ~ '-FOUND 5' REFERENCE ~ I I
....r- N86'48'20"E I<J 842.00' NAil At DISK I<J ~N86'48'20"E (N89'20'35"E DESC.>l, 375.70' -e
-;- (NB9'20'35"E DESC.)! LB3653 (7 /24/03J'~"1 JIT ,'-
;: ; '- FOUND NAIL Be DISK
I I I LB3653 (2/1/01)
13 ; I FOUND 1/2" PIPE i
~ : : (10/25/02): FOUND 1/2" PIPE i '
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(9/26/02) ! !
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: L SOUTH LINE OF SE 1/4, NE 1/4,
I SW 1f4 OF SECTION 3-52-42
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N . E. 1 a 7T H./ / ! (S89'56'45'E DESC.)
- ~ .,.,/ /" i S.W. CORNER SE 1/4, NE 1/4,
STREET ~ ! SW1/4,SECTION3-52-42
- - - - -- ! POINT OF COMMENCEMENT
! PARCEL4
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ASEMENT OVER AND ACROSS CANAL PER O.R.B. 12226 PAGE 2800 AS
MODIFIED BY CANAL SETTLEMENT AGREEMENT PER O.R.B. 15624 PAGE 34.60
I
LEGAL DESCRIPTION:
SURVEYOR'S NOTES:
;/TA2~B"I?O 1\10. 6's.
~ P.B.138,PG.5 1&l"'1. 8
H 1:< ~\ ~'.l
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A portion of the South 1/2 of Section 3, Township 52 South, Range 42 East, Dade County, Florida, being more
particularly described as follows:
- This site lies in Section 3, Township 52 South, Range 42 East. City of Aventura. Miami-Dade
County. Florida.
- All documents are recorded in the Public Records of Miami-Dade County, Florida
unless otherwise noted.
- Lands shown hereon are located in Federal Flood Zone AE (EL 8) per Community Panel No.
120676 0084 J, dated March 2. 1994, and index map revised July 17, 1995.
- Dimensions indicated hereon are field measured using a total statian electranic distance
measurement (EOM). unless otherwise noted.
- Total lands shown hereon containing 149.157 square feet. or 3.424 acres, mare or less.
Uplands shown hereon containing 118.834 square feet, more or less.
Submerged lands shown herean containing 30.323 square feet. more or less.
- Precision of closure 1:15.000
Parcel 1 :
~ 5 1-
2 ~ ~~
P.B.19.PG.24 W ,,~.
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P.B.19.PG.24 ~<~o/ 6
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J NOT SUBDIVIDED
Commence at the center of Section 3, Township 52 South, Range 42 East, Miami-Dade County, Florida; thence run
N 89'50'55" W along the north line of the southwest 1/4 of said Section 3 for a distance of 670.26 feet to
the northwest corner of the east 1/2 of the northeast 1/4 of the southwest 1/4 of said Section 3; thence
run S 00'39'25" E along the west line of the east 1/2 of the northeast 1/4 of the southwest 1/4 of said
Section 3 for a distance of 1107.11 feet to a point; thence run N 89'20'35" E for a distance of 1124.75 feet
to a point; thence run N 00'39'25" W for a distance of 35.00 feet to the POINT OF BEGINNING of the tract of land
and water herein described; thence continue N 00'39'25" W for a distance of 318.75 feet to the center line of a
canal; thence run S 89'56'45" E along the center line of said canal for a distance of 170.71 feet to a point; thence
run S 00'39'25" E for a distance of 316.634 feet to a point; thence run S 89'20'35" W for a distance of 170.70
feet ta the POINT OF BEGINNING. Containing 1.2450 ocres more or less.
- lands shown hereon were abstracted for easements and/or rights-of-way of records per
First American Title Insurance Company, File Number l021274, Policy No, FA-35-819508,
with an effective date of October 7, 2002. All easements and or rights-of-way of record
per title commitment that are plottable are shown on this "Boundary Survey".
- Underground improvements and/or underground encroachments not shawn unless
otherwise indicated.
SCHEDULE B
1 Standard Exception
2 Unity of Title" Clerk's File No. 71 R-58286.
Document no1t provided.
3 Easement for drainage, recorded in O.R.B. 6296, Page 697.
Affects Parcell 3 and shown on survey.
4 Easement, recorded in O.R.B. 1799, Page 9.
Affects Parcells 1, 2 and 3 and shown on survey.
5 Easement, recorded in O.R.B. 12226, Page 2800.
Benefits Parclel 4 (not a part of this survey) and shown on survey.
S Notice regardiing Maule Lake Sanitary Sewer Improvement Project, recorded in
O.R.B. 14084. Page 259.
Document noil: provided.
7 A portion of the premises herein described being land created either by accretion,
reliction or alrtificial means or land created through avulsion in what was formerly
navigable waber, this policy excepts the rights of the United States Government
and the State of Florida arising by reason of the United States Government's
control over l11avigable waters and the inalienable rights of the state of Florida
in the lands and waters of such character.
Documents not provided.
8 Riparian rights, rights of accretion, reliction, submerged lands, or any other water
rights of any nature whatsoever are neither guaranteed nor insured.
Documents not provided.
9 Rights of parities in possession under unrecorded leases.
Documents not provided.
10 "Maule lake Sanitary Sewer Improvement Project", Ordinance No. 89-94, recorded
in O.R.B. 14728, Page 1062.
Documents not provided.
11 Canal Easemeint Settlement Agreement, recorded in O.R.B. 15624, Page 3460.
Benefits Parcel 4 (not a part of this survey) and shown on survey.
12 Mortgage Deed recorded in O.R.B. 20707, Page 1366.
Document not provided.
13 Assignment of leases, Rents and Profits recorded in O.R.B. 20707, Page 1378.
Document not provided.
14 UCC-1 Financing Statement recorded in O.R.B. 20707, Page 1385.
Document not provided.
N.E. 191 st SlREET
NOT L
SUBDIVIDED l
I
- The approximate location of aU utilities shown hereon were determined from As-Built
plans and/or on-site locations and should be verified before construction.
- The fallowing has been taken from the City of Aventura Community Development.
- Zoning: TC2 : Town Center Marine District
lRACT "A"
REGINA SQUARE
SUBDIVISION
P .B.113,PG.27
i TR. "p"
""
- Current Minimum Building Setbacks:
Front - 25 feet
Side - 0 feet
Rear - 1 0 feet from edge of water
Between Buildings - 0 feet
Height restriction - 50 feet or 4 stories
- No visible striped parking spaces on parcels.
AND
Parcel 2:
- Legal descriptian shawn hereon based on
title commitment furnished by client.
- Tax Folia numbers per title commitment:
28-220-03-000-0390/ 28-220-03-000-0297/ 28-220-03-000-0010
!Q.
i lRACT "B"
~ REGINA SQUARE
~ SUBDIVISION
~ P.B. 113, PC. 27
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IPPflfS SUB lRACT 'A'
(108-99) T ~ ~ ~ T (117-12)
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The east 100.0 feet of the west 270.70 feet of the following described property:
Begin at the center of Section 3, Township 52 South, Range 42 East, Miami-Dade County. Florida; thence run
N 89'50'55" W 670.26 feet to the northwest corner of the east 1/2 of the northeast 1/4 of the southwest 1/4 of
said Section 3; thence run S 00'39'25" E along the west line of the east 1/2 of the north east 1/4 of the
southwest 1/4 of said Section 3 for a distance of 1107.11 feet to a point; thence run N 89'20'35" E along a line
for a distance of 1124.75 feet to a point; thence N 00'39'25" W for a distance of 35.00 feet to the POINT OF
BEGINNING; thence continue N 00'39'25" W for a distance of 318.75 feet to a point on the center line of a conal;
thence run S 89'56'45" E along the center line of said canal for a distance of 691.55 feet to a point; thence run
S 00'39'25" E for 0 distance of 310.18 feet to a point; thence run S 89'20'35" W for a distance of 691.50 feet to
the POINT OF BEGINNING. Containing 0.7255 acres more or less.
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CERTIFICATION TO:
Mellon United National Bank
First American Title Insurance Company
Leopold. Korn & Leopold, P.A.
Venaventura. L.L.C.
Venaventura II, L.L.C.
Adorno & Yoss, P.A.
SURVEYOR'S CERTIFICATION:
I hereby certify that this "Boundary Survey' was made under my responsible charge on October
1. 1999, and last updated on July 24, 2003, and meets the Minimum Technical Standards as
set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61 G17-6,
Florida Administrative Code, pursuant to Section 472.027. Florida Statutes and was made in
accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys;
jointly established and adopted by AlTA, ACSM and NSPS in 1999, pursuant to the Accuracy
Standards as adopted by ALTA, NSPS and ACSM and in effect on the date of this certification.
undersigned further certifies that proper field procedures, instrumentation. and adequate survey
personnel were employed in order ta achieve results comparable to those autlined in the
"Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control
Land Boundaries for ALTA/ACSM Land Title Surveys."
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1 inch = 80 ft.
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TRACT """ ~ \R~C\ .. ~
TRACT "0"
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N.E. 190IH SlREET
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TRACT "Q"
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AllAS lERMINAl APARTMENTS
P.B. 147. PG. 67
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The east 201.55 feet of the west 472.25 feet of the following described property:
Begin at the center Section 3. Township 52 South, Range 42 East, Miami-Dade County, Florida; thence run
N 89"50'55" W 670.26 feet to the northwest corner of the east 1/2 of the northeast 1/4 of the southwest 1/4 of
said Section 3; thence run S 00'39'25" E along the west line of the east 1/2 of the northeast 1/4 of the southwest
1/4 of said Section 3 for a distance of 1107.11 feet to a point; thence run N 89'20'35" E along a line for 0
distance of 1124.75 feet to a point; thence N 00'39'25" W for a distance of 35.00 feet to the POINT OF BEGINNING;
thence continue N 00'39'25" W for a distance of 318.75 feet to a point on the center line of a canal; thence run
S 89'56'45" E along the center line of said conal for a distance of 691.55 feet to a point; thence run
S 00'39'25" E for a distance of 310.18 feet to a point; thence run S 89'20'35" W for a distance of 691.50 feet to
the POINT OF BEGINNING. Containing 1.4535 acres more or less.
,SK ES, INC., lB3653
y. ~CJP
Daniel C. Fortin, For The Firm or
Surveyor and Mapper, LS2853
State af Florida.
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lRACT "A"
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lRACT "B"
A 1lAS lERMINAL
APARTMENTS
P.B. 1+7. PG. 67
-
IMPROVED AREA
NOT SUBDIVIDED
lRACT . A"
P.B. 115. PG. 56
lRACT "C"
A llAS lERMINAL AP ARThlENTS
P.B. 147, PG. 67
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MAULE
"Not valid wittJout the signature and the original raised
seal 01 a Florida UcellS rYe r and Mapper"
- NOTE: Parcel 4 of Title Commitment is not a part of this survey.
FORTIN. L
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LITTLE
Parcel 4: (Not A Part Of This Survey)
- Bearings hereon are referred to an assumed value of N 86'48'20" E for the centerline
of N.E. 188th Street, and evidenced by set nails & disks.
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- Elevations showrn hereon are relative ta the National Geodetic Vertical Datum of 1929,
based on Dade County Bench Mark No. N-460, Elevation +4.44.
located at N.E. 199th Street & N.E. 31st Avenue.
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This Drawing is
the Property of
Fortin. Leavy. Skiles, Inc.
and is an Instrument
of Service not to be
Reproduced in Whole
or in Part without
the Express WRllTEN
Permission of Same.
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Date
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Scale
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Drawn By.
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Cad. No.
991125
Plotted:
719/034:41p
Ref. Dwg.
Field Book.
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Job. No.
030173
Dwg. No.
2099D-179-5
Sheet
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#3131 - PLANT 2
FLOOR ELEVATION 6.78
BUILDING HEIGHT 29.28
9.134 SQUARE FEET
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FLOOR aEVATION 6.68
BUILDING HEIGHT 29.75
10.013 SQUARE FEET
1 & 2 STORY BUILDING
#3099 - PLANT 1
FLOOR aEVATION 5.92
BUILDING HEIGHT 26.43
6,044 SQUARE FEET
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P .R.M. = PERMANENT REFERENCE MONUMENT
1-: .....-, = CONCRETE
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P.O.B. = POINT OF BEGINNING
SEE SHEET 1 OF 2 FOR BOUNDARY INFORMATION
~
This Drawing is
the Property of
Fortin. Leavy. Skiles, Inc.
and is an Instrument
of Service not to be
Reproduced in Whole
or in Part without
the Express WRllTEN
Permission of Same.
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Date
10/1/99
Scale
1"=30'
Drawn By.
MAP
Cad. No.
991125T
Plotted:
7/10/03 8:40a
Ref. Dwg.
-
Field Book.
518/76-77 JWL
Job. No.
030173
Dwg. No.
20990-179-5
Sheet
2 of 2
INDEX OF DRAWINGS
C COVER SHEET
SURVEY
PROJECT DATA SHEET
SURVEY ADDITIONAL LOT
A-O SITE PLAN
A-1 LEVEL 1 LOBBY
A-2 LEVEL 2 - PARKING
A-3 LEVEL 3 - LANAI
A-4 LEVEL 4TH
A-4.1 LEVELS 5 - 11
A-5 ROOF DECK
A-6 ROOF PLAN (MECH. ROOMS)
A-7 FRONT & BACK ELEVATIONS
A-8 EAST & WEST ELEVATIONS
A-9 TYP UN ITS ( A - B - C & D)
A-9.1 COMMON AREAS
N A-10 UN I TS LV 4 TH
Revisions
No. Date Description
5{)9-{)3 ZONNING SUBMISION
OHll-Q3 ZONNING COMMENTS
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ALL ORA WINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA. AND MAY NOT BE DUP-
LICATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRlffiN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN, INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICA liONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE-SAFETY
STANDARDS AS DETERMINED BY THE LOCAl
AUTHORllY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13.4.4 OF (FLORIDA
BUILDING CODE 2001)
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POINT OF COMMENCEMENT
CENTER OF SECTION 3-52-42
/ NW. CORNER OF THE EAST 1/2, N.E. 1/4, SW. 1/4 OF SECTION 3-52-42
-!.~35'43"W (N89"50'55"W DESC.) 670.26'
r ' "'- NORTH LINE OF THE S.W. 1/4 OF SECTION 3-52-4;- - -
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MARINA BEL RAY REVISED
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O.R.B. 2239 PAGE 684
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NO GRATE
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~
LEGAL DESCRIPTION:
Parcel A:
Commence at the center of Section 3, Township 52 South, Range 42 East, Dade County, Florida; thence N89'50'55"W along the North line of the
Southwest 1/4 of the said Section 3, for a distance of 670.26 feet to the Northwest corner of the East 1/2 of the Northeast 1/4 of the Southwest 1/4
of the said Section 3; thence SOO'39'25"E, along the West line of the East 1 /2 of the Northeast 1 /4 of the Southwest 1/4 of the said Section 3, for a
distance of 1107.11 feet; thence N89'20'35"E for a distance of 688.23 feet; thence NOO'39'25"W for a distance of 35.00 feet; thence N89'20'35"E for a
distance of 156.52 feet to the POINT OF BEGINNING of the parcel of land and water herein described; thence NOO'39'25"W for a distance of 322.259 feet
to a point on the centerline of a canal; thence S89'56' 45"E along the centerline of a canal for a distance of 140.012 feet; thence SOO"39'25"E for a
distance of 320.522 feet; thence S89'20'35"W for a distance of 140.00 feet to the POINT OF BEGINNING.
AND
Parcel B:
A portion of the South 1/2 of Section 3, Township 52 South, Range 42 East, Dade County, Florida; being more particularly described as follows:
Commence at the center of said Section 3; thence N89'50'55"W along the North line of the Southwest 1 /4 of said Section 3, for 670.26 feet, to the
Northwest corner of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said Section 3; thence SOO'39'25"E along the West line of the East 1/2
of the Northeast 1/4 of the Southwest 1/4 of said Section 3, for 1107.11 feet; thence N89"20'35"E for 498.41 feet; thence NOO"39'25"W for 35.00 feet
to the POINT OF BEGINNING of a parcel of land and water hereinafter described; thence N89'20'35"E for 346.34 feet; thence NOO'39'25"W for 322.26 feet
to a point on the centerline of a canal easement (said canal easement recorded in Official Records Book 1850 at Page 348, Public Records of Dade
County, Florida); thence N89'56'45"W along the centerline of said canal easement for 345.59 feet; thence SOO'03'15"W along the West line of said canal
easement, for 62.50 feet to the Southwest corner of said canal easement; thence SOO'39'25"E for 264.05 feet to the POINT OF BEGINNING.
AND
Parcel C:
Commence at the center of Section 3, Township 52 South, Range 42 East, Dade County, Florida; thence North 89'50'55" West, along the North Line of
the Southwest 1/4 of the said Section 3, for a distance of 670.26 feet to the Northwest corner of the East 1/2 of the Northeast 1/4 of the Southwest
1/4 of the said Section 3; thence South 00'39'25"East, along the West line of the Eost 1/2 of the Northeast 1/4 of the Southwest 1/4 of the said
Section 3, for a distance of 1107.11 feet; thence North 89'20'35" East for a distance of 688.23 feet; thence North 00'39'25" West for a distance of 35
feet; thence North 89"20'35" East for a distance of 296.52 feet to the Point of Beginning of the parcel of land and water herein described; thence North
00'39'25" West for a distance of 320.522 feet to a point on the Center line of a canal; thence South 89'56'45" East, along the center line of a canal,
for a distance of 140.012 feet; thence South 00'39'25" East for a distance of 318.784 feet; thence South 89"20'35" West for a distance of 140.00 feet
to the Point of Beginning. The above described parcel of land and water is subject to an easement over the North 62.5 feet thereof. Said lands situate,
lying and being in Dade County, Florida.
--'1- =
LEGEND
CATCH BASIN
MANHOLE
LIGHT POLE
WATER METER
WATER VALVE
CATCH BASIN INLET
UTILITY POLE
RISER
FIRE HYDRANT
HANDHOLE
SIGN
g=
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= 0.5' CURB
= 2.00' CURB & GUTTER
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1.0. = IDENTIFICATION
EL. = ELEVATION
INV. = INVERT
SAN. = SANITARY
P.R.M. PERMANENT REFERENCE MONUMENT
k:''':>l = CONCRETE
~ = ASPHALT PAVEMENT
.. = DECORATIVE LIGHT POLE
GRAPHIC SCALE
15 30
J I
( IN FEET )
1 inch = 30 ft.
60
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- DIVISION
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TRACT
TRACl "N"
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SIREEI
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L
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TRACl "A"
AVENTURA BAY
VILLAS
p.B. 159. PG 100
lRAel "A"
A1LAS TERMINAL :;A~~MENl
p.B. 147, .
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P.B. 147, PG. 67
ADMIRALS ~O"URT
TRACT A
(103-14)
TRACl "c"
PENINSULA
p.B. 158, PG. 24
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D AREA
IMPROV~DIVIDED
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MAULE "\<(.. (' ~
LITTLE LOCATION SKETCH g \
A PORTION OF SECTION 3. TOWNSHIP 52 SOUTH, RANGE 42 EAST ~
SCALE: 1n = 500'
.' ~
SURVEYOR'S NOTES:
This site lies in Section 3, Township 52 South, Range 42 East, City of Aventura,
Miami-Dade County, Florida.
All documents are recorded in the Public Records of Miami-Dade County, Florida
unless otherwise noted.
Lands shown hereon were abstracted for easements and/or rights-of-way of
records per Attorneys' Title Insurance Fund, Inc. Commitment No. CF -0829303,
effective June 6, 2002 and Commitment No. CF-0829304, effective June 25,
2002. All easements and or rights-of-way of record per title commitment that
are plottable are shown on this "Boundary &; Topographic . Survey".
Bearings hereon are referred to an assumed value of N 89'48'20" E for the
centerline of N.E. 188th Street, and evidenced by set nails &; disks.
Elevations shown hereon are relative to the National Geodetic Vertical Datum of
1929, based on Miami-Dade County Bench Mark No. N-460, Elevation +4.44.
Located at N.E. 199th Street &; N.E. 31st Avenue.
Lands shown hereon are located in Federal Flood Zone AE (EL 8) per Community
Panel No. 120676 0084 J, dated March 2, 1994, and index map revised
July 17, 1995.
Dimensions indicated hereon are field measured using a total station electronic
distance measurement (EDM), unless otherwise noted.
Total lands shown hereon containing 202,055 square feet, or 4.638 acres,
more or less.
Submerged lands shown hereon containing 39,056 square feet, or 0.897 acres,
more or less.
Uplands shown hereon containing 162,993 square feet, or 3.741 acres,
more or less.
Precision of closure 1: 15,000
Underground improvements and/or underground encroachments not shown unless
otherwise indicated.
- The approximate location of all utilities shown hereon were determined from
As-Built plans and/or on-site locations and should be verified before
construction.
The following information was taken from the City of Aventura
- Code of Ordinances
Zoning: RMF 3B: Residential multifamily - Medium density
- Building setbacks:
Front: 20 feet
Side: 25 feet
Rear: 20 feet
Legal description shown hereon per title commitment furnished by client.
CERTIFICATION TO:
I NVESTURA, LLC, a Florida limited Iiablilty company
BANKUNITED FSB, it successors and/or assigns
ATTORNEYS' TITLE INSURANCE FUND, INC.
FROMBERG, PERLOW &; KORNIK, P .A.
HOLLAND &; KNIGHT LLP
SURVEYOR'S CERTIFICATION:
I hereby certify that on July 17, 2002 and updated on July 24, 2003, an accurote
survey of the premises shown in this Boundary survey was made under my
supervision, that this survey meets the minimum technical standards for land
boundary surveys set forth by the Florida Board of Professional Land Surveyors
pursuant to Section 472.027, Florida Statutes, and adopted in Chapter 61 G17-6,
Florida Administrative Code, as amended and the Survey Standards attached to this
Survey, that all buildings and other structures on the premises and their relation to
the property lines are correctly shown, and there are no visible encroachments,
overlaps, boundary line disputes, recorded easements (or unrecorded claims of
easements visible on the ground) other than those shown hereon.
"Not valid without the signature and the original raised
seal of a Aorida Ucensed Surveyor and Mapper"
ILES, INC., LB3653
By:
This Drawing is
the Property of
Fortin. Leavy, Skiles, Inc.
and is an Instrument
of Service not to be
Reproduced in Whole
or in Part without
the Express WRIlTEN
Permission of Same.
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Scale
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Drawn By.
MAP
Cad. No.
991125TI
PloUed:
6/18/03 8:25a
Ref. Dwg.
2001-217
Field Book.
547-56/57 SJH
Job. No.
021004
Dwg, No.
20010-217-1
Sheet
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MAIN DRIVEWAY ENTRY & EXIT DETAL
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PROP. 24"
WHITE STOP BAR
SERVICE DRIVEWAY DETAIL
SCALE: 1" = 20'
6' 4'
22'
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SCALE: 1" = 20'
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CANAl EASEMENT
O.R.B. 1850 PAGE 348
62.5' CANAl EASEMENT
O.R.B. 1789 PAGE 9
O.R.B. 2239 PAGE 684
1.5' X 1.5' COLUMN (TYPICAL)
PROP. STORM STRUCTURE
60" x 72" WEIR MANHOLE
RIM EL.
WEIR EL.
PROP. STORM STRUCTURE
60' x 72" WEI R MANHOLE
RIM EL.
WEIR EL.
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CATCH BASIN
II GRATE EL.
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7 FLOOR
PARKING GARAGE
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FLOOR ELEVATION 8.05
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NO BUILDINGS
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PROJECT SITE
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NORTH
A L
CAN
1RICT "D"
LOCATION SKETCH
SECTION 3, TOWNSHIP 52 SOUTH, RANGE 42 EAST
SCALE: 1" = 400'
LEGAL DESCRIPTION:
Parcel A:
Commence at the center of Section 3. Township 52 South, Range 42 East, Dade County, Florida; thence N 89'50'55" W along the North line of the
Southwest 1/4 of the said Section 3, for 0 distance of 670.26 feet to the Northwest comer of the East 1/2 of the Northeast 1/4 of the Southwest
1/4 of the said Section 3; thence S 00'39'25" E. along the West line of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of the said Section
3, for 0 distance of 1107.11 feet; thence N 89'20'35" E for 0 distance of 688.23 feet; thence N 00'39'25" W for 0 distance of 35.00 feet; thence N
89'20'35" E for 0 distance of 156.52 feet to the POINT OF BEGINNING of the parcel of land and water herein described; thence N 00'39'25" W for a
distance of 322.259 feet to 0 point on the centerline of 0 conal; thence S 89'56'45" E along the centerline of a canal for a distance of 140.012
feet; thence S 00'39'25" E for a distance of 320.522 feet; thence S 89'20'35" W for a distance of 140.00 feet to the POINT OF BEGINNING.
AND
Parcel B:
A portion of the South 1/2 of Section 3. Township 52 South, Range 42 East, Dade County, Florida; being more particularly described as follows:
Commence at the center of said Section 3; thence N 89'50'55' W along the North line of the Southwest 1/4 of said Section 3, for 670.26 feet. to
the Northwest comer of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said Section 3; thence S 00'39'25" E along the West line of the
East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said Section 3. for 1107.11 feet; thence N 89'20'35" E for 498.41 feet; thence N 00'39'25"
W for 35.00 feet to the POINT OF BEGINNING of a parcel of land and water hereinafter described; thence N 89'20'35" E for 346.34 feet; thence N
00'39'25' W for 322.26 feet to a point on the centerline of a canal easement (said canal easement recorded in Official Records Book 1850 at Page
348, Public Records of Dade County, Florida); thence N 89'56'45" W along the centerline of said canal easement for 345.59 feet; thence S 00'03'15"
W along the West line of said canal easement. for 62.50 feet to the Southwest comer of said canal easement; thence S 00'39'25" E for 264.05 feet
to the POINT OF BEGINNING.
AND
Parcel C:
Commence at the center of Section 3, Township 52 South. Range 42 East. Dade County, Florida; thence North 89'50'55" West, along the North Une of
the Southwest 1/4 of the said Section 3. for a distance of 670.26 feet to the Northwest comer of the East 1/2 of the Northeast 1/4 of the
Southwest 1/4 of the said Section 3; thence South 00'39'25" East. along the West line of the East 1/2 of the Northeast 1/4 of the Southwest 1/4
of the said Section 3. for a distance of 1107.11 feet; thence North 89'20'35" East for a distance of 688.23 feet; thence North 00'39'25" West for a
distance of 35 feet; thence North 89'20'35" East for a distance of 296.52 feet to the Point of Beginning of the parcel of land and water herein
described; thence North 00'39'25" West for a distance of 320.522 feet to a point on the Center line of a canal; thence South 89'56'45" East, along
the center line of a canal, for a distance of 140,012 feet; thence South 00'39'25" East for a distance of 318.784 feet; thence South 89'20'35" West
for a distance of 140.00 feet to the Point of Beginning. The above described parcel of land and water is subject to an easement over the North
62.5 feet thereof. Said lands situate. lying and being in Dade County, Florida.
LEGEND:
M EXISTING CATCH BASIN I PROPOSED CATCH BASIN
/'r\\ EXISTING MANHOLES if) PROPOSED MANHOLES
\~)
..~ EXISTING ELEVATIONS ~ PROPOSED ELEVATIONS
.. EXISTING FIRE HYDRANT t( PROPOSED FIRE HYDRANT
tx1 EXISTING WATER VALVE ----- PROPOSED SLOPE DIRECTION
t5]1 EXISTING WATER METER PROPOSED TYPE "D" CURB
l!:_:!J
---T&[--- EXIST. UNDERGROUND UTILITIES @ PROPOSED CLEANOUT
-P-WL- PROPOSED UNDERGROUND UTIUTIES -go- PROPOSED SIGN
----- EXIST. IMPROVEMENTS D NEW ASPHALT PAVEMENT
-----
D CONCRETE WALKWAYS ~ NEW PAVERS (SEE LANDSCAPE
ARCHITECTS FOR LOCATION
AND DETAILS)
ALL ELEVATIONS ARE N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM OF 1929)
GRAPHIC SCALE
~
15 30
}- 1-
60
J
120
-1
( IN FEET )
1 inch = 30 ft.
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
ITS THE LAW!
1-80I-432-4n.
SUNSHINE STATE ONE CALL OF FLORIDA. INC.
OCT 1 2.003
~~
CARL L. SKILES P ,E.
FLA, REG, NO, 13617
THIS DRAWING IS
THE PROPERTY OF
FORTIN, LEAVY. SKilES, INC,
AND IS AN INSTRUMENT
OF SERVICE NOT TO BE
REPRODUCED IN WHOLE
OR IN PART WITHOUT
THE EXPRESS WRITTEN
PERMISSION OF SAME.
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Date
Ma 05, 2003
Scale
1" = 30'
Drawn By.
REP
Cad No.
030747
Date Plotted:
7 29 03 11 :04a
Ref. Dwg.
4003-004 030586
Field Book.
Job. No.
037014
Dwg. No.
3003-043
Sheet
1 of 1
_~~"~,~-~~",--"""",,,-,"=-,,,,;,,ct'-
1
PROJECT
DATA
THE CITY OF AVENTURA LAND DEVELOPMENT REGULATIONS: SECT. 31-143 (g)
LEGAL DESCRIPTION
PARKING DATA
REFER TO ATTACHED SURVEYS
PARKING REQUIRED:
UNIT TYPE:
# OF UNITS
SPACES REQUIRED
PER UNIT
TOTAL # OF
SPACES REQUIRED
SITE PLAN INFORMATION
LAND USE DESIGNATION: MULTI - FAMILY MEDIUM DENSITY ZONING DISTRICT
ZONING DESIGNATION: RMF3B
TOTAL SITE AREA:
PROJECT SITE AREA:
A (3BR - 2B)
B (1 BR - 2B)
C (2BR+DEN - 2B)
D (2BR+DEN - 2B)
E (1 BR+ DEN - 2B)
18
2
36
TOTAL
216
SUBTOTAL: 377.5
UPTOWN/SUMMIT SUBMERGED LAND: 1.19 ACRES (51,836.4 S.F.)
(SEE ATTACHED SURVEY SHEET2)
UPTOWN/SCHOOL SITE: 0.344 ACRES ((14,984.64 S.F.) ill
VISITOR PARKING (50/0 REQ. PARKING):
19 SPACES
TOTAL PARKING REQUIRED: 397 SPACES
HANDICAP SPACES REQUIRED: (PART OF REQUIRED)
8 SPACES
9 PROVIDED
ffi
PARKING PROVIDED:
LEVEL 1 PARKING
LEVEL 2 PARKING
176 STANDARD + 4 HANDICAP
218 STANDARD + 5 HANDICAP
180 SPACES
223 SPACES
UNIT TYPE, COUNT & SQUARE FOOTAGE
L V-3-LANAI LEVEL
UNIT TYPE UNIT SQ.FT. BALCONY SQ.FT. TOTAL m OF UNITS GROSS (S.F.)
A (3BR - 2B) 1,554 S.F. 222 S.F. 1776 S.F. x 2 = 3,552 S.F.
B (1 BR - 2B) 920 S.F. 140 S.F. 1060 S.F. x 11 = 11,660 S.F.
C (2BR+DEN - 2B) 1,536 S.F. 264 S.F. 1800 S.F. x 4 = 7,200 S.F.
D (2BR+DEN - 2B) 1,358 S.F. 249 S.F. 1607 S.F. x 4 6,428 S.F.
=
A (3BR - 2B) 1,554 S.F. 222 S.F. 1776 S.F. x 16
= 28,416 S.F.
B (1 BR - 2B) 920 S.F. 140 S.F. 1060 S.F. x 96 = 101,760 S.F.
C (2BR+DEN - 2B) 1,536 S.F. 264 S.F. 1800 S.F. x 48 = 86,400 S.F.
D (2BR+DEN - 2B) 1,358 S.F. 249 S.F. 1607 S,F. x 32 = 51,424 S.F.
E-1 (1 BD - 2B + DEN) 948 S.F. 471 S.F. 1419 S,F. x 1 = 1,419 S.F.
E-2 (1 BD - 2B + DEN) 927 S,F. 422 S.F. 1349 S.F. x 1 = 1,349 S.F.
E-3 (1 BD - 2B + DEN) 1,231 S.F. 600 S.F. 1831 S,F. x 1 = 1,831 S.F.
TOTAL :216 UNITS 301,439 S.F.
LOT COVERAGE
NOTE: SIGN SHALL BE PLACED
SO THAT THE BOTTOM OF THE
SIGN IS 7 FEET ABOVE THE
PA VEMENT.
TOTAL PARKING SPACES PROVIDED:
r-1
I .. I
LOADING SPACES REQUIRED:
(3) 10' X 25' LOADING SPACES REQUIRED & PROVIDED
\!!~
VEHICULAR USE AREA
LV-4T011
PI\PKT'lri BY
D]"I\JJLlD
~lRMj
PROVIDED
U!-,JL'V
Ji-> I. <J,(-")[) r 11.'~ r'W
I:I~ATI ,n~~7rl V~I ~Tr; r<:.
% OF VEHICULAR USE AREA
BUILDING HEIGHT
1
Sil'
Tl'P.
ALLOWED/REQUIRED
HANDICAPPED PARKING SIGNAGE
116,216 S.F. (40%)) ill
FLOOR AREA RATIO (F.A.R.)
NO MAXIMUM FAR REQUIRED
OPEN SPACE
MIN. REQUIRED
70,739 SQ.FT. (350/0)
84,510 SQ,FT. (41.80,10)
ill~
BUILDING SETBACKS
VIEW CORRIDOR
ALLOWED/REQUIRED
I
I~I
REQUIRED
PROPOSED
FRONT (SOUTH)
PRINCIPAL BLDG. (2 STORIES)
PRINCIPAL BLDG. (11 STORIES)
30,10 x AVG. OF TWO FRONTAGES
.03 X 626'-5" = 18'-10"
25'-0" ON EAST
25'-0" ON WEST
25'-0"
10'-0"
HANDICAPPED PAVEMENT SYMBOL
20'-0"
26'-8"
DENSITY CALCULATION
HANDICAP PARKING
REAR (NORTH)
9'-ff
~6
ALLOWED/REQUIRED
PROJECT SITE: 4.638 ACRES
"SUMMIT" CANAL: 1.19 ACRES
"SCHOOL" SITE: 0.344
TOTAL SITE: 6.172 ACRES x 35 UNITS/ACRE = 216.02 UNITS
1/8" = 1'-0"
HANDICAP PARKING SIGN
ON POST
CABANAS 15'-0"
PRINCIPAL BLDG. GARAGE (2 STORIES) 15'-0"
PRINCIPAL BLDG. (11 STORIES) 25'-0"
4" WIOE
PAINTED STRIPE I
I 6'x6'-O" PRECAST I
CONCRETE
WHEEL STOP
ill
SIDE (EAST)
\;'
~
It-o'
PRINCIPAL BLDG. (2 STORIES)
PRINCIPAL BLDG. (11 STORIES)
25'-0"
PROVIDED
216 UNITS
25'-0"
SIDE (WEST)
'i
'i
PRINCIPAL BLDG. (2 STORIES)
PRINCIPAL BLDG. (11 STORIES)
25'-0"
ill
ill
TYPICAL g'-O" WIDE SPACE
TYPICAL ACCESSIBLE SPACE
25'-0"
..
Revisions
No. Date Description
5-o9-o3 ZONNING SUBMISION
07-01-03 ZONNING COMMENTS
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRlmN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN, INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE -SAFETY
STANDARDS AS DETERMINED BY THE LOCA
AUTHORITY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13,4.4 OF (FLORIDA
BUILDING CODE 2001)
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No. Date Description
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TO THE BEST OF MY KNOWLEDGE THE
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2 ALL ELEVATOR Q BY T E F.B,C.
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Revisions
Description
ZONNING SUBMISION
ZONNING COMMENTS
D WRITTEN MATERIAL
~~~~~~ANN~i~i~u~~~~~bu~TaO::OJp-
ORIGINAL ND MAY NO VT
KOBI KARP AlA, A DISCLOSED WITHO
~:T~P~E~~'W~TE~TTEC~uiEO~~~~E~roR
KARP ARCHI
KOBI AlA. (c) 2000
DESIGN, INC.
KNOWLEDGE THE
TO THE BEST OF M~LE SPECIFICATIONS
PLANS AND APPUE~INIMUM BUILDIN~FFJY
COMPLY WITH TH~ APPUCABLE FIRtE LOCAL
CODES A~8 AS DETERMINED ~ITH THIS
r~~'r:TY IN ACC~:~~fESTATUTES.
SECTION AND 6333 4 4 OF (flORIDA
CHAPTER 1 105,1 . .
BUILDING CODE 2001)
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ZONNING SUBMISION
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@- WATERFEATURE
WEST TOWER
9 RESIDENTIAL + 2 PARKING = 11 STORIES
EAST TOWER
9 RESIDENTIAL + 2 PARKING = 11 STORIES
Revisions
No. Date Description
ill 5-Q9-{)3 ZONNING SUBMISION
& OH)1{)3 ZONNING COMMENTS
CENTRAL TOWER
9 RESIDENTIAL + 2 PARKING = 11 STORIES
25'-0"
BLDG.
SETBACK
35'-0"
I BLDG.
SEfARATION
10'-0"
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE 8c INTERIOR
DESIGN, INC. ftJA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WI11-I 11-IE MINIMUM BUILDING
CODES AND 11-IE APPLICABLE FIRE -SAFElY
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORITY IN ACCORDANCE WI11-I 11-IIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105,13.4.4 OF (FLORIDA
BUILDING CODE 2001)
SOUTH ELEVATION
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WEST TOWER
9 RESIDENTIAL + 2 PARKING = 11 STORIES
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Revisions
No. Date Description
5{)9{)3 ZONNING SUBMISION
07-{l1.{)3 ZONNING COMMENTS
ALL DRAWINGS AND WRITTEN MA1ERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBUSHED WORK OF
KOSI KARP /JJA. AND MAY NOT SE DUP-
UCATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRllTEN CONSENT OF
K081 KARP ARCHI1ECTURE & INTERIOR
DESIGN, INC. /!JA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PIMS AND APPUCABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPUCABLE FIRE -SAFElY
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORllY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105,13,4.4 OF (FLORIDA
BUILDING CODE 2001)
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Revisions
No. Date Description
5{)9-{)3 ZONNING SUBMISION
07{)1-{)3 ZONNING COMMENTS
UNIT "A" UNIT "B" UNIT "811 UNIT "e" UNIT "e" UNIT "8" UNIT "B" UNIT "0"
enclosed area 1,554 sq.ft. enclosed area 920 sq,ft. enclosed area 920 sq,ft. enclosed area 1,536 sq.ft. enclosed area 1,536 sq.ft. enclosed area 920 sq,ft. enclosed area 920 sq.ft. enclosed area 1,358 sq.ft.
balcony area 222 sq.ft. balcony area 78 sq.ft. balcony area 79 sq,ft. balcony area 264 sq,ft. balcony area 264 sq.ft. balcony area 140 sq,ft. balcony area 140 sq.ft. balcony area 249 sq.ft.
total residence 1,776 sq.ft. total residence 998 sq.ft. total residence 999 sq.ft. total residence 1,800 sq.ft. total residence 1,800 sq.ft. total residence 1,060 sq.ft. total residence 1,060 sq.ft. total residence 1,607 sq.ft.
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBUSHED WORK OF
KOBI KARP AlA. AND MAY NOT BE DUP-
UCATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE &: INTERIOR
DESIGN, INC. /JJA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PlANS AND APPUCABLE SPECIFICATIONS
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ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBUSHED WORK OF
KOBI KARP AlA. AND MAY NOT BE DUP-
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THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE &: INTERIOR
DESIGN. INC. ftJA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PlANS AND APPUCABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPUCABLE FIRE -SAFElY
STANDARDS PS DETERMINED BY THE LOCAL
AUTHORllY IN ACCORDANCE WITH THIS
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WITKIN
DESIGN GROUP
LANDSCAPE
ARCHITECTURE
AND PLANNING
16853 N.E. 2ND AVENUE
SUITE 305
NORTH MIAMI BEACH, FL. 33162
TEL 305-650-8669
FAX 305-650-9057
MEMBER: AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS
All ideas, designs, and ind"lCated or represented by this drawing are owned by and
are the exclusive property of Wilkin Design Group, Inc., and were created. evolved and
developed for the use in and in conjunction with the projeclthereln referenced. No such
Ideas, designs. and plans shall be used or disclosed to any person, finn or coljJOl'allon
for any purpose whatsoever wilhouIlhe written pemllsslon of Wilkin Design Group, Inc.
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188th STREET
EDGE OF TRAVELED
ASPHALT PAVEMENT
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WITKI
DESIGN GROUP
LANDSCAPE
ARCHITECTURE
AND PLANNING
16853 N,E. 2ND AVENUE
SUITE 305
NORTH MIAMI BEACH, FL. 33162
TEL 305-650-8669
FAX 305-650-9057
MEMBER: AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS
All Ideas, designs. and incflCated or represented by !his drawing are owned by and
are the exclusive property of Wrtl<in Design Group, Inc., and were aeated. evolved and
developed for the use in and in conjunction with the proJecllherein referenced. No such
Ideas, designs, and plans shall be used or dlsclosed to any person, fion or OOlJlOOltion
for any purpose Vrllalsoever without !he wriIlen pennission of Wilkin Design Group, Ioc.
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LANDSCAPE LIST
QUANTITY KEY BOTANICAL I COMMON NAME DESCRIPTION QUANTITY KEY BOTANICAL I COMMON NAME DESCRIPTION QUANTITY KEY BOTANICAL I COMMON NAME DESCRIPTION
13 ffl\ Bat.Iija x blakeana 16' hl X 8' spr. 220 AN Annuals 8" pots 128 ~LAP lantana montevidensis 1 gal fuI
~ HONG KONG ORCHD f. g. SEASONAL FLOWERS wI osmocote PlJ=RE "I'RAI.m
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38) Cocos nucifera 'Maypan' 30 @ 28' o.a. ht.. f.g. 214 AC 'Hendersonl Dwarf 18" ht. X 18. spr. '" 630 j LE U10pe muscarl 1 gal ful
MAYPANI COCOtIJT PALM 8 @ 22' o.a. ht.. f.g. DWF. Y8.LOW ALlAMAN)A 3 gal 'Ever~een Glanf 'W 0.0.
76 ~ Cocos muclfera 'Maypan' 24' o.a. hl 72 . CF Cordyh frutIcosa 3< ht. 88 ~LV Liiope muscarl 'Varlegata' 19aLM
MA ypm COCOtIJT PALM f. g. HAWAlAN n PlANT 3 gal. AZTEC GRASS 15" 0.0.
([) Jatropha irtegerrina 6' hl ChrysobaJanus lcaco 24" ht. X 24" &pre /...,,,? ~ NeplYoIepIs exaltata 18" hl X 18" spr.
11 239 CI 'Red r.,' 78 !) NE
PEREGRINA f,g.. multi- tru1k REO TP COCOPLUM 3 gal BOSTON FERN 3 gaL
~ '-"" '^-./ NerUn oleander
MyrIca cerffera 8' ht. x 8' spr. Coda8ll11 varlegatun 'Mammey' 24" ht. X 24" spr. ....... 18" hl X 18" spr.
11 132 eM 288 NP 'Petite Pilk'
WAX MYR11.E f.g.. multi-bulk RED-YBLOW CROTON 3 gal 3 gal
~-. DWARF OlEMDER
8 . PhoenIx cdactlfera 'Medjoof 12' clear trunk & 485 I\CS Conocarpus erectua 'Ser1oeus' 24" hl X 24" spr. 696 b..PA PUnbago alliculata 18" hl X 18" &pr.
EDBLE DATE PALM f. g. B & B SLYER BUTTONWOOD 3 gal 'D1>erIaI Bk.Ie' 3 gal
> PLlIvtBAGO
~ Ptychosperma eIegans 24' o. a. ht. :)DG Dtranta erecta 18" ht. X 18" spr. ~34~ ~PL Pentas lanceolata 1 gal fUI
26 single trunk 130 'Gold MO\Ild" 3 gal 'New Look Red" 15" 0.0.
ALEX~ PALM f. g. B & B CHARTREUSE [)t.ftANT A RED EGYPT STAR CLUSTER
* Pandanus utiIs 4 @ 18' O.a. hl \ VEG EvolvuhJs gfomerata 1 gal fuI ( Portldaca oIeracea 1 gal ftdI
13 3 @ 20' o.a. hl 278 310 I~PO
SCREW PH: BLUE DAZE ~SLAtE 15" 0.0.
8 @ 22' O.a. ht. ...... / 15" 0.0.
() - /
6 Quercus vtgHana 16' hl X 8' spr. 54 EM ~ia mil 18" ht. X 18" spr. >150 \ RI RhaphIoIepIs Indca 'Aba' 18" hl X 18" spr.
UVE OAK f. g. CROWN OF THORNS 3 gal < WHTE mAN HAW'IliORN: 3 gal
M Roystonea elata 22' o. a. matched hts. 1 gaL fun >- ) Ruella brittoriana 24" ht. X 24" &pr.
15 388 HE tiernVaptM a1temata 36 ) RP
,..... 6' fley wd min 'PlrpIe Showers' 3 gal
~ 7)\:j FlORDA ROYAL PALM f. g. B & B RED fVY 15" 0.0. ~ TALL RUELUA
-
0 - Setcreasea palda
20 Swieteria mahagorj 16' ht. X 8' &pr. 96 HL HymenocaIs Iatlfola 1 gal. full 96 SP 1 gal fuI
l ~ f. g. SPDER LL Y 15" o.c. PlJ=RE QUEEN 15" 0.0.
.-.
l 10 Q Saba! patlmetto 2 @ 18' O.a. hl 27 HR J-I:)Iscus rosa- si1ensJs 24" hl X 24" spr. 440 SV Schefflera arboricoIa 'Tmette' 18" hl X 18" spr.
SABAt PALM 4 @ 22' o.a. hl CHlESE HBISCUS 3 gal. DWF. V AR. SCtEFFLERA 3 gal
-
> .~ 30' o,a. ht. 18" ht. X 18" spr. ~889 '\ Wede6a trIobata
15 Sya{J'US romanzofflana 240 1M Ixara 'Mall WT 1 gal full
I Ql&N PALM f.g. ORANGE IXORA 3 gal r-....~ WEDEUA 15" 0.0.
\ ~ ~ TabebuIal caraba 16' ht. X 8' spr. IN Ixara 'Nora Granf 24" ht. X 24" spr. ZF Zania fIoricIana 24" ht. X 24" spr.
7 88 60
~ YEU.OW TRUMPET TREE f. g. IXORA 3 gaL COONTE 3 gal
9 0 Tabebula heterophyla 10' hl X 5' spr. 222 JM JasmhJn nUtifIon.m 18" ht. X 18" spr. AS LAWN St. Augustile FIoratam Sold Evel'l Sod
PH< TRl.M'ET TREE f. g. DOWNY JASMN: 3 gal REQ'D
~ v--r .....- }AN
23 Veltchla montgomeryana 24' o.a. hl ( 388 lantana camara 'Gold Mound' 1 gaL fuI
MONTGOMERY PALM f. g. LANTANA 15- 0.0.
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WITKIN
DESIGN GROUP
LANDSCAPE
ARCHITECTURE
AND PLANNING
16853 N.E. 2ND AVENUE
SUITE 305
NORTH MIAMI BEACH, FL. 33162
TEL 305-650-8669
FAX 305-650-9057
MEMBER: AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS
All ideas. designs, and iootcated or represented by !his drawing are owned by and
are the exclusive property of Wilkin Design GrouP. Inc., and were created, evolved and
developed for the use In and In conjunction with the project !herein referenced. No such
k1eas, designs, and plans shall be used or disclosed \0 any person, firm or corporation
for any purpose whatsoever without the written permission of Witkin Design Group, Inc.
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SOLDIER COURSE:
4"X8" CONCRETE PAVERS
(SINGLE ROW SOLDIER COURSE
COLOR "C"). (AS APPROVED BY CITY.)
PAVING:
9-3/8" X 4-5/8" X 2-3/8" DEEP
CONCRETE PAVERS (UNI-COLOR)
- SET ON 1-1/4" SAND SETTING BED
WITH SAND SWEPT JOINTS.
(COLORS TO BE APPROVED BY CITY.)
LITTER CONTAINER(TYP.)
BY STREET SMART DESIGNS
MODEL:#LCR-24
COLOR:: TO MATCH BENCH
(EVERY 150')
6' BENCH (TYP.) BY LANDSCAPE FORMS
MODEL: #5C3005-BS-72 ---,
PAINT TO BE PANGUARD II POWDERCOAT FINISH
COLOR: TIGER DRYLAC 49/50670
(EVERY 150')
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MANUF.: ALLFAB, INC. OR APPROVED EQUAL
PAINT COLOR TO BE "SUMMIT GREEN"
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PAVING COLOR AND PATTERN
TO BE DETERMINED AT A FUTURE DATE-
AND APPROVED BY THE CITY.
LIGHT BOLLARDS (TYP.) BY BEGA
MODEL: 8518MH
70W G12T6 MH
f70W 120V BALLAST
PAINT TO MATCH BENCH
(EVERY 30')
-EXISTING BULKHEAD
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WITKIN
DESIGN GROUP
-......
LANDSCAPE
ARCHITECTURE
AND PLANNING
-
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16853 N.E. 2ND AVENUE
SUITE 305
NORTH MIAMI BEACH, FL. 33162
TEL 305-650-8669
FAX 305-650-9057
COCOS NUCIFERA 'GREEN MALAYAIN' (COCONUT PALMS)
12' GREY WOOD, FULL. SINGLE TRUNK, SYMMETRICAL
ANOPIES, FL. FANCY
(TO AVERAGE 30' O.C.)
SEE SHEET L 1-L3 FOR SPECIFICATIONS.
MEMBER: AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS
All ideas. designs. and indicated or represented by this drawing are owned by and
are !he exclusive property of Wrtkin Design GrouP. Inc., and were created. evolved and
devaloped for the use in and in conjunc!ion with the project !herein referenced. No such
ideas. designs. and plans shaU be used or disclosed to any person. finn or corporallon
for any purpose ~a!soever without the written pennission of Wrtkin Design GrouP. Ine.
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