11-14-2000 Plans
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LEGAL DESCRIPTION:
Tracts itA" and. "0.", of AVENTURA. COMMONS, according to
the: Plat' thereof, as. recorded in' Plat Book 151, Page~~ 58,
of the Public" Records. of Dade County, Florida~
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TOGETHER WITH the easement. rights- set forth in' Amended
and. Restated Operation and Easement- Agreement recorded
in Official Records Book 17084, Page 184, of the Public
Records' of Dade County, Florida_
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%: Acres;..
:1:. Acres.
%~. Acres..
1 O. 1 63
1.191
11.354
= 442.698 Square reet/
=: 51,an- Square. Feetl
::-. 494,575 Square, F.etl
Tract. 'A~
Tract- . '0'
Total
Areas:
12.
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N'O.TES
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TRACT
BROWAID COUNTY
DADE CO UN.TY
A
B. 76.
(P.
T R ACT
ACRES-
-nONN
THIS, SURVEY
CCL ConsuJtants, Inc. relied upon' Chicago . TItle Insurance Company. Commitment
No. 71982~07524- (First Union) dated 9-1-99, without independent investigation or
abstracting, addiflonal relative instruments of record provided, in the preparation of
the title and the information presented and shown hereon.
This
for High Risk property.
Mark No.
Datum of
the accuracy
Elevations' refer to Dade County Public' Works' Department,
N-363, Elevation: 8.65', referenced to National Geodetic
requirements
survey exceeds
13.
14.
for
found
All
ceL Consultants,
Legal description provided
All measurements are the same. as on record unless otherwise noted.
monuments are within acceptable. tolerances, unless'- otherwise noted.
Company.
nsurance
Lands' shown' hereon were not abstracted by
easements and/or- rights of way of, record.
by Chicago TItle
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3.
4.
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This sketch has', been prepared .for the exclusive. use of the entitle~' named
The' certification' shown hereon' does- not extend' to any unnamed p~rty.
Bearings are based on the West line of Tract "0", of the Plat of AVENTURA COttiWONS,
said West. line having a bearing of North 2Z43'18- East. I
This is an above-ground survey and locations are - limited to' visible. improvements
only. Underground utilities, if shown, are based on' information provided by the
various utility companies and these locations may vary and therefore; be considered
approximate. There. may be additional underground utilities not shown on this
drawing. No excavations were made to locate buried utilities. i
access to . public rights. of way (Blscayne
zoned BU- 2 (Special Busin.ess).
not reflect nor determine, ownership.
Dade
TITLE INFORMATION:
CHICAGO TITLE INSURANCE COMPANY
SCHEDULE B _. SeatIon 2
Commitment- Number 71982-o7524(Rrst Union); effectlve.-date 09/01/1999 .'
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PG. 30. D.C.R.)
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Unless~ it,. bears' the. signature and the. original seal of- a' Florida licensed Surveyor
and Mapper; this report,'. sketch, plat or' map is for Informational purposes . only
and is' not. valid.. Additions or deletions to survey maps: or reporis:~by other than
the. signing party or" parties' is' prohibited without. written consent of~~the signing
party or partles~. f'
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Incorporated
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Aventura,
of
City
the
in
and being
Said lands lying
County, Florida.
929.
Bench
Vertical
Robin Bosco
1998.
limit.
plat
- 20' from r/w. line of N.E: 213th Street.
West of N.E. 30th Avenue - 29' from South
- 20' from r/w line- of Blscayne Boulevard.
approved Site Plan prepared by
last revision date September 11,
NATI,ONAL FLOOD
INSURANCE PROGRAM
Setbacks are based on the
Architects c!c Planners, Inc.,
Setbacks:
side.
side
side
North
South
West
.15.
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issued by
hereon.
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CCl . Consultants,. Incorporated's. Certificate' of Authorization No., 561 0,
the Florida Department of Business and Professional Regulation.
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Affects Premises. easement plotted.
Affects
plot.
plot.
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Easemtntt.Jnctudfng covenants, condftIons and restrictions, set. forth in Easement
Agreerrient~record~ in Official' Records Book 13857, Page 991, of the Public Records of
Dade. CoUnty, Rorida~
eo...namJ conditions and restrictions set forth in OecIaRltlon of Restrictions recorded in
Official R~ords Book 17042,'. Page 933. re-recorded in Official Records Book 17147,
Page 898'J' both of the Public. Records of Dade County, Rorida.
The effect:! of, and covenants. conditions and restrictions contained in. Resolution
recorded ,ir. OffICial Records Book 16832. Page 3584. of the. Publ"lC Records of Dade
Cou~, Florida. . .... '
Amended . and Restated Operation and Easement Agreement recorded in Offtcial Records }
Book' 17084, Page. 184. os. amended by' First Amendment. recorded in Official Records
Book 17277 Page. 1342, and by Second Amendment recorded i. n Official Records Book .' Affect Premises. not. able to plot.
1 n90. Page 2333. supplemented by Supptemental Declarations recorded in Offtcial
Records BOok 17908. Page 4215 (Pancake Howe), in Official R~~ Book 17S~, Page _
853 (Amoco), and In Offlcial Records Boote 18201',- Page 3368. (Amoco), 011 of the O.R.B. 18201, Page 3368
Public Rec9rds of Dade Cou~, Rorida. '. --' (affects Tract .:c.'j
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eovenamsj conditions . and restrictions seiJorth in Declaration of Restrictive Covenants in Affects Premises. not able to plot.
Ueu of tJr4ity of 1itIe recorded in Official Records Book 17359, Page 1418, of the Public
Records of Dade Cou~, Aorida.
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Coven. conditions and ~s set forth in Agreement (WASA) recorded in Affects Premises, not able to plot.
Official Records Book 17305. Page 4147, of the Public RecorUs of Dade County, Rorida.
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Covenants: concfations. restrictions. easements and other matters set forth on the Plat of Affects Premises.
AventurarCommons. recorded in Plat. Book 151, Page 58. of the Public Records. of Dade
County, ~rida.
2. CovencMs~ conditions - and restrictioo~ ~... forth in londscape Buffer Agreement recorded Affects Premises (amends OAB.
inOftk~ai f~ecords aook 17938. Page 2~, of the PubrlC ReCords of Dade Co~, 17042, Page 933. D.C.R.)
FIoridO_J!. 50' Landscape Buff.. plotted.
The en ';, of the leases, as amended. with the parties descnbed. below. and the rights of
the parties entitled to pcssusion pursuant thereto. subject to the terms of the
Subordination, Non-Disturbance and Attornment Agreements between such partieS and
the insured or its predecessor (to be shown as 0 subordinate matter):
(a) With Best Buy, 0 Memorandum and SHDA in respect of which were recorded in
Official'Records Book 17695. Pages. 2885 and 2890, ~tiveIy, of the PubI"lC Records of
Dade. ~nty, Rorida.
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(b) W"1th Petsmart. 0 Memorandum and SNDA in respect of which were recorded in
Official. Recon:js Book 17695. Pages 2897 and 2902. .-.pectivety, of the Public Records
of Dade County, Rorida.
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(c) With Whote Foods. a Memorandum and SHDA in respect of which were recorded in
Official Records Book 1 n86. Pages 3214 and 3222. .-.pectivety, of the Public' Records
of Dad'7 County, Rorida.
plotted.
plotted.
to plot.
to plot.
plotted.
plot.
plotted.
not able to plot.
to plot.
to
to
4. Th~r. are no visible encroachments onto adjoining premises, streets or alleys by any buildings,
structl.:res or other visible improvements,_ and no. encroachments onto said Premises by buildings,
sfructi.r.s or other- visible. improvements. situated. on adjoining premises, except: as shown hereon;
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5. Said; described properly is located within an area having a Zone Designation AE. by the. Secretary of
Housing and Urban Development, on Flood Insurance Rate Map No. 0082J, with, a' date~ of', identffication
of- Mcf:ch 2. 1994, for Community Number 120635~ in Dade County, State' of Florida, which is- the.
CUrrer'ROOd Insurance Rate "ap for the community In which said Premises is situated;
6. Thr property has direct physical access to public stntels (N.E. 30th Avenu., and Blscayne BouleVard);
7. Thu' number of parking spaces located on the subject. property described hereon is, 587 (567 Regular,
17 Hdndfcapped and 3 Baby), and to the. extent possible; are. graphically shown hereon. The overall
Aven~lra Commons project meets. the associated requirements. for 1272. parking' spaces. (Which includes
30 hlndlcapPed parking spaces).
8. Alii set back, side. yard and rear yard lines shown on the approved. Site Plan prepared by., Rqbln r II' " ,
Bosco Architects. 8c: Planners, Inc. for- Aventura Commons, are. shown on the survey (see ~ote #,1 f/i.}~i'~!1 ,ft...
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Ja ei~.~ Hamilton. III. P .S.... . : ii.i.! '.'1
P . lonai surveyor and. "apper. NO, " , .: \ \, ~
to
Aventura Commons Associates, Inc., Bllzin, Sumberg, Dunn. Price,
Company~ CIty National Bank of Florida and nrst Union Naiional
3406,
able
able
..
Affects Premises. easement
Prer.'i"38S. easement
shown
Affects Premises. easement
able
Affects Premises. easement
able
NOTE:
1. The survey reflected by this plat was' actually made upon the ground, that the attaohed plat survey
is made at least In accordance with fhe "'nimum Technical Standards established by the State of
Florida for surveyors and with the .Wlnimum Standard Detail Requirements for- ALTA/ ACSW Land Title
Survey~!' jointly ~abllshed and adopted by the American Land. TItle Association, the American Congress
-on Surveying and. Mapping 'and the' Noffona' . Sooiety of Professional Surveyors, Inc. In 1999, and meets
the Accuracy Standards (as adopted by ALTA and ACSW and in effect on the dat~ of this certification)
of -an 'Urban "Survey,.. with accuracy and precisfon' requirements modified to .'meet. currenfminimum
angula:~;' and linear- tolerance requirements of the state in which the' subject property is located, and
contains. Items 1, 2, 3, 4, 6. 7, 8, 9, 10, 11, and 13 of Table A thereof. .
. 1
2. The ~urvey correctly shows the location of all buildings, structures and other visible improvements
situated! on the. Premises.
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3. All '~.tfJitles servJ"" the. Premises 'enter through adjoining public streets and/or proposed "easements;
that E!!~~eJ)t as sho\vn, there are no visible easements or :-fghts "f way across said . Premises; that the
prope~; described hereon is the same property described in Chicago. Title Ins~rance Company
CommitJ,nent No. 71982-07524 (First Union) with an effective date of September 1, 1999 and that al
easem't:' covenants and restrictions referenced in said title; commitment, or easements which the
undeni . oed has been advised or has knowledge, have been plotted hereon or otherwise noted as to
their ef ect on the subject property;
able
able
I," Jani(.~,". ftq~Hton., !:I,., R~~~..t9t"e{1 "-!f'!d Surveyor in the Stc:rt~ of Florida, do hereby certify to the
aforesa:dpariies, their successors af.~ assig,-",s, as of the date set forth above, that I have made a
careful. ~urvey of a tract of land (the .Premises") described as follows:
Affects Premises. not
Premises, not
Affects Premises. not
Affects Prenuses, not
Affects Premises. not
not
as
Affects Premises,
Affects Premises,
Affects Premises.
TOGETHER WITH the easement rights set forth In Amended and Restated Operation and
Eosement Agreement recorded In Official Records Book 17084, Page 184, of the
Public Records of Dade County, Florida.
Tracts · A" and "D- J of A VENTURA COMMONS, accordIng to the Plat thereof, as
recorded In Plat Book 151, Page 58, of the Public Records of Dade County, Florida.
11:00
Affects
.
.
JUL 0 6 2000
Drainage :~osemerrt. BiIl'oT Sale and Agreernent, including covenants. conditions and
restrictions. record~in Official__ Record.s Book J5561, .page _3208~ of .the. Public RfitCords of
Dade County. Florida
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Encroacnment of asphalt, curbing, pavement (inctuding decorative pavement) and landscaping
within various easement areas. and encroachment of retOl' 12 loading dock off of the
subject property, to the east. os shown on Survey prepared by C.C.L Consultants. Inc.
bearing project 12989-03. dated August 31, 1998.
Easement (FPL) , inctuding covenants, conditions and restrictions. recorded in Official Records
Book 18S22, Page 3591. of the Public Records of Dade Co~, Aorida.
Easement (BetISouth). inctudfng covenants, conditions and restrictions. recorded in OtrlCial
Records 9o0k 18530, Page 1742. of the Public Records of Dode County, Rorida.
the Public Records of Dade
(d) W"1th VlSionworks. an
Book 1.7881, Page 4890.
( e) With Busy Body, Ine.
(f) With Beverages & Morel.
f
Intention~1y Omitted.
CovenanJ. conditions and restrictions set forth in Agreement referenced in Memorandum
of DevelaQment Agreement (Gulfstream Road/Drainage Improvements) recorded in
OffIcial ~ords Book 17883, Page 2866, of the Public Records of Dade County. Aorida.
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Grant of :Easement (WASA), recorded in Official Records Book 18301. Page 215,
supplemetl:ted by Corrective SO})plemental Grant of Easement recorded in Official
Book 1S~?5. .~age 4861. of the Public Records of Dade County, Florida.
Records
SNDA in 'respect of which was recorded in Officiol Records
of the PubrlC Records of Dade County, Aorida.
CERTIFICA,TE
This survey is made for the benefit of:
~ AJexiod, LLP, Chicago TItle Insurance
Bank, iis successor and assigns.
FlOrida
to
refers
State. Of
herein
All of the recording information contained
Cou~, Rorida. unless otherwise indicated.
SU:RVEYOR'S
Inc.
5.
8.
7.
8.
9.
10.
11.
13.
14.
15.
16.
17.
18.
19.
20.
.
.
ARV. = Air Release Valve
Q:et = Baby Parking VI /slgn
Calc. = Calculated
c.~. = Catch' Basin
= Center line
C. . = Clean. Out
Clr. = Clear . _ . ,"
Cone. = Concrete I. ;.: :~:~,... .:~
Cone. Stm;: Concrete stamped ~
C.S.s. = Concrete Block &t Stucco
CaG = Curb a:.. Gutter /
D.C.R. = Dade County Records 1
A = Delta (Central Angle) /
IR\ B : Drainage Une ~ Inlet E1ev.- 6.85'
\IU _ Drainage Manhol. Bottom E1ev.=-2.70'
Elect. J.B. =... Electrical Junction Box
Exst. = Existfng R=3909.83'
tt = FIre Hydrant (FH) LX'=01002'06- Rim EIev.- 4041' S · I n
FPti/FPl = Florfda P_ Ie Ught Co. L=70 62' W Inv, EIev,--J.27' - 7332 11 E
Fd. =. Found /. € Inv. Sev.--J.2S' RADIAL --
~ = Gcn. Va'" ~Waterva"') (GV= N88'Z6'03"E . SO 1 o33'57-E
'" _ Gas Va"') or (SV=Sanltary Va"') , ~ 11.98' N88"26'03-E 1104.22' - 50 00'
~ _ Gnase Trap ....nhale .p.. Wood P.P. (2) ·
7 = Guy WI.. a: Anchor - . ..
0. = HandlCaped Parking w/HC'slgn 6. _ 01.12'35" )- ~ - - -f)- - - - -e- - - - -D--:: -,~ - - -f)- - - - - - tr- - - - --0- - ~
IP = Iron PI.... - C'\I N88'Z6 OZ E 1000.00' '...
IR = Iron Rod R = 3847.Z2'- - - - - - - - - - - -:- -' ~
L8 = Ucensed Business L = 81.23' ::: 'in S8S-26'03"W 110S.64' N . E 21 3th Street .
L = Length of Arc '- . C'\I S88'Z6'03"W I 0 1096.67'
..X:X. = .U.ght p.OIe. w/concrefe base R-390.9..83 . -..... ---.. --. -.---1~--------1-----------_--L..---------- ------- r-,---:------------~.-------- -T- ---.
Yeas. = Measured 1:1-00-5' . -~--:--, ------- "'2O'S;W------}------- -(]1-'-- -T---------.-----t---r----- If
't.G. V.D = NatIonal . - 7 39 ' . 1 30.94 / I, " 741 . E I I '
OR.&. _ GeodeficVerttcal Datum L 6557' J ---. ...-..~----r~ ----- ---.-.----- ------- -q..--- '-f------------J.--I------ I ~
. _ OffIcial Records Book / .-." ~~~~_..- . 1 I I L{) . - cr [- ·
Ovttd. = o-tIead f...1.J ' I ,: -i . . ' 6' FPt.. E"ASEJIENT ,< ::0 ,I 965.72' (TOTAL) - I . I
~. = Page '..: * J R=Z5.00' I:: (o.R.B. 18522. PG. 3591, D.c.R.) .- ......... / / . . l I J' .
p ~ ~=ing Spaces (Regular) in apron C'(- ~ i, .6:66'44',3Z" I: i.~ [- :iE / I ! f. .1
P.JUI.. = Permenant Reference Monument ' ;) /:' ' L - 29. 1 2 I I' '0 a. / J) . ,
P.B. = Plat Book "", (J ;; ') l'<t -0 ~ / ' ' , 1 I .
PPKp = Parker Kayfon nail 'r l ~920.83' I I ,j-... Cl o' / / / / .' ,. ,
. . = Power pote ..... ~ /J D 1.0 1 ' 47" , , l::r r-t- Q / / ' ^: .
R .. RadIus -oJ , ~ .- / ' / I 'V' I
Rec. = Record .....~' ('. 70.47' i ~ , l~' 0 a. J'$' <1l / / / ' / "t- / .
R/W = Rl9ht-Of-W.GJ ,";.!.. _ -r.; A '. " r-" Ii <f l. Z q~~ , ~ / ' ,I / . ,!? i .I
o = Found 1/2- Iron PI . w ' \) vi /I I , c.. q ..... '1 J'~ ~ '
cap exc"" as not-H /LB 5610 (..... C '\ . en. I " 11'"\"" I I" ," .fa ~. .., I ~ A:2- Sttft-.. ,/ ;/ '-' 'I'
55 ..... - oJ 'A "V ! uuC.u IQ il ..... . ~ ~- / .
. . = SanHary Sewer Une ' ~I II - Ci ~ " . ~-yr / I . I
.!. Ie ..".."... ~ Sanitary Sewer Manhole :)'.... ")" ;:,{ iN ~ s". ~ i' / / · 4<;!~ / / I .I .
: SIgns \ · , .:JIll c:y " ..... ! I ;.) -......J / I I .I
S(!lJ:)T - Southern Bell Telephone a: Telegraph Co ~ " ~ A"" 'H I , 1
.yp. = Typical · , > .'~ 5 W ~ ~ ,I... ........ ~
. = Well manhole :;"",.' ,./;- )tal ~ '" tJ / i---...yo.~~ J'o' ~ / /
w.e. = WlIn_ Comer _.. "" · 'f ~ .0' I / J'~ &~ / /
Rim.E/ev.= 6.89' () ~~ e/I !.?< ~-q,~ I-r- /
N Inv. E/ev.--2.94' I rr,'" ~,..~. '1-1/ I . ~.9 .7C~ r' +- " '-"
S Inv. E/ev.--2.44' 1'..... '_ ~ fyl / J; '^ / II\.... \.... \.. d ,
/ 011/ "'-C " I r"\ T ,
Rim ~/ev.= 7.48' J~/ / / IJ)' / .,p~ I ~ V I / / ~ ~ ~ L. ~ D E D ,I /'
Bottom Elev.= 0.99" r f / / / / I '0
I I Z;. /1 / / /,1
I //~ ' , Y,I
....... I · . .. 0' / / I'
. L.I, " R/./:: ~ /) I I 1: ClJ'O ... , / .
. RiI!' EIev,-. 7.54' ("..) ~.{l. ... I / 'I (rye.) / , / '
Top of Weir E/ev.- 4.70' ;-...... I
. Bottom of Weir Bev.--89.2' / e U I I I ..... / I I tit / / ~.._;' ,I
Bottom E1ev.= 0.98' {l / I lj~' I I I I 0,.. / / '-' /
../ .. i6 I I I -.....: ':-.. / I / "';6: ' -/
, C -'l I I I I..... I I I I I / / ? / /~ . ..
Rim Bev.- 7.62' ~? 8/)1,0// I I II/,I I () I / / 0 / I' ,
N Inv. E/ev.= 2.0J' f:) I I 1'1....... I I I C' / / <1J '
Bottom eJev.= 1.91' 0,,/;, I I lj' / I I -e.a R\ / 'f\'!
--------------------------1. ~,. I 9 ,,~I /i 1/.1..../;' I 'loll./ C - a .0,1 / . ,
{ ~ '1.5: I I I I 7' ~I /7J I V /4>/.1
/J .6 I I I ......./ /1 I I
IT"" EIev.- 7.61' ' J I I I I/~I I II I / a... , , /'
" Inv. <Iev.- 202' ..... I ,v ,
Top of Weir BIN.- 4.'11' !J I I "I I I I ~"'<< f.'
Sottom of Weir <1ev.=-88.9'% · I I I I I.....I.J. I n_ () l.8 ~~ '
Bottom Elev.- 1.93' I I 11it':V I I ~fo~ '
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fb '" ~ l' I
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.. " .. 0 N E comer 1 Story C.B.S. BUI.ldlng. l ~ /.
. . _ #Zl0.55 _ "i 0
St CBS Bu'ldin " ~ Finish floor elevotion=7.48'~ ... ~ i
o ry i21035. I 9 ~ 8 Area= 16,902 s.quore teet 0 Aventura Commons Ass · t Lid
::,,~. _ ,. If _" . ocla 88. ·
r',' ':;.' dOO... Finisn. floor elevatior:=7.45' . .. .. Wine. Spirits: Bllzin. Sumberg. Dunn. Price &: AlexrOd.
v I Area=45,693 square. feet I < e:.. . '. . C. hic. ago Title..ln. suran. ceo C
1(1' FPt.. EA5EJIENT go. morE, . · . . o~pany
(o.R.B. 18522. PG. 3591. D.c.R.) "1 City NCIt!onal Bank. of Aorida
15' SANITARY SEWER EA5EJIENT ~ 130.00' Arst Union National Bank. its successors
(O.R.B. 18375. PC. 4861, D.C.R.) c.,.a
~ c.s.
. 0
Ir ..1m EASBENT
(OJUI. tlJfJ3t. JIG. 215,. D.C.R.)
254.02'
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.......,'::1:. L______,,_____ ______L-_____-L_____-1.______ _____- _____-1______ -------- I it, ;H01047'32"W (. ;~~~~."..;' , ~ 111031, PG.:215, 0.
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assigns
240
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and
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GRAPHIC SCALE
120
1.
r ;IN. FEET I
inch =-.. 60 it.
,
80
~
120635
0082J
03/02/1994
AE
6.0'
N88"26'02-E
182.41 '
Rim E1ev. - J.S 1 '
W 'nv. Dev.--4. 1 J~
~ Inv. Elev.=-4.77'
30
80 0
~...,
Community
Panel Num
Map. Revision
Flood Zone
Base Flood Elevation
Number
ber
LAKES - PHASE
~ 53, ?c;a 8., C.~.R.
A' ',=,U"" '0 A
r\Y'...".UI\n
?lat cook
Ave).
(PLAT UMIT
South line of AVENTURA COMMONS and.
North line of AVENTURA. lAKES - PHASE
30th
N.E.
Boulevard,
'"
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C.
1" r"\" .ft. A
\J V 'VIIV'
Page 58,
" , 1" I
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9 The properly has
1 o. The property is
11. This survey does
A'y/E~ ~T' ~ RA
Rldt 800:':
,.
~--~
r
<t- - - -
N.E'..:! 2.10th Street' .
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Rim fJev.- 7.S3'
Top of Weir E/ev.- 5.7S'
Bottom of Weir Dev.=-89.5';t
Bottom Dev.- 0.93"--
Rim eJev.- 7.24'
N Inv. eJev.=-4.!50'
~ Inv. flev.=-J.82'
S Inv. E/ev.--2.SS'
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STIEET
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COMMUNITY DEVElOPMENT
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TRACT J
'GOLDEN ISLES ESTATES'
. B. 94J PG. 94J B. C. R.
LDCA TIDN MAP
NOT TO SCALE
CANAL
N88.14' 11'E 480.22'
tIIRTM 1IJJtiIDMY
TRACT J
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THIS
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12972 6G. 00' SOUTH
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40'
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Ht;RBOR 'JAY
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FlUID MIL
IFF'SET 60.
ASPHM. T PA'lEMENT
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SCALE: 1 '=30'
(~
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VESTERL
TRACT J
~T "A\8I!MT
1!!!IJ
1 STORY
CBS ADllITIC
(SE:E ]!)ET AIL)
i
LEGAL DESCRIPTION:
A PORTION OF TRACT 'J' OF' 'WATERWAYS - SECTION 3'" ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 125" PAGE 78 or THE PUBLIC RECORDS OF DADE
COUNTY" F'LORIDA" BEING MORE PARTICULARLY DESCR'IBED AS FOLLOWS.
BEGIN AT THE NORTHWEST CORNER OF SAID TRACT ' J' J THENCE ON A PLAT BEARING OF
NORTH 88^14'11' EAST ALONG TNE NORTH BOUNDARY OF SAID TRACT 'J'J A DISTANCE OF
480.22 FEET TO AN INTERSECTION WITH TNE EASTERLY BOUNDARY OF SAID TRACT ' J'
THENCE SOUTH 01^37'29' EAST ALONG SAID EASTERLY BOUNDARY A DISTANCE OF 259.98
FEET J THENCE NORTH 63^47'58' \JEST A DISTANCE OF 36.56 FEET J THENCE SOUTH
43^22'31' WEST A DISTANCE OF' 45.71 FEETJ THENCE SOUTH 88^14'11' WEST A
DIST ANCE OF' 228.44 FEET J THENCE SOUTH 01^45'49' EAST A DISTANCE OF 99.83
FEET J THENCE SOUTH 88^14'11' WEST A DISTANCE OF 183.40 FEET TO AN
INTERSECTION WITH THE WESTERLY BOUNDARY Of" SAID TRACT ' J' AND A 223.00 FOOT
RADIUS NON-TANGENT CURVE CONCAVE TO THE EAST" A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 78^43'39' WESTJ THENCE NORTHERLY ALONG SAID BOUNDARY AND
ALONG SAID CURVE T~RCUGH A CENTRAL ANGLE OF 09^30'32' AN ARC DISTANCE OF
37.01 FEET TO A POINT OF TANGENCYJ THENCE NORTH 01^45'49' WEST ALONG SAID
WESTERL Y BOUNDARY A DISTANCE OF' 338.07 FEET TO THE POINT OF BEGINNING.
SAID LAND SITUATE" LYING AND BEING IN DADE COUNTY" FLORIDA AND CONTAINING
3.43 ACRES" MORE OR LESS.
NOTES:
01. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
02. THIS DRAW'ING IS THE PROPERTY Of" CARNAHAN" PROCTOR 8c CROSS"
INC." CERTIFICATE OF AUTHCRIZA TION NO. LB2936 AND SHALL NOT BE
USED OR REPRODUCED IN WHOLE OR IN PART WI THOUT WRITTEN
AUTHORIZATION. .
03. THE LANDS SHOWN HEREON' WERE NOT ABSTRACTED BY THE UNDERSIGNED
FOR RIGHTS-OF-W'AY" EASEMENTS" RESERVATIONS" AND OTHER SIMILAR
MA TTERS OF RECORD. SUCH INf"ORMA TION SHOULD BE OBTAINED AND
VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
04. ALL EAS.EMENTS SHOWN HER.EON ARE PER RECORD PLA T UNLESS
OTHERWISE NOTED.
05. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF TRACT
'JI" 'THE 'JATERWAYS - SECTION 3'" (P.B.125" PG.78" D.C.R.)"
BEARING NDRTH 88^14'11' EAST.
06. SEPARATE INSTUMENT EASEMENTS ARE TAKEN FROM A PREVIOUS SURVEY
AND W'ERE NOT VERIFIED AS A PART OF THIS SURVEY.
07. FLOOD ELEVATION INFORMATION.
A. COMMUNITY NO.r 125098
B. DATE OF FIRM. OCTDB.ER 2" 1997
C. FIRM ZONEr AE
D. PANELr 0082
E. SUFFIX. F
F. BASE FLCDD ELEV.r 6'
ABBREVIA TIDNS
A = ARC LENGTH
B.C.R. = BROW ARD COUNTY RECORDS
C.B. = CATCH BASIN
CLF = CHAIN LINK FENCE
CONC. = CONCRETE
C/W = CONCRETE WALK
D = DELTA (CENTRAL ANGLE)
(D) = DESCRIPTION
D.C.R. = DADE COUNTY RECORDS
FND = FOUND
IP IC = IRON PIPE 8c CAP
IRIC = IRON ROD 8c CAP
(M) = MEASURED
M.H. = MANHOLE
N/D = NAIL 8c DISC
O.H. = OVERHEAD
O.R.B. = OFFICIAL RECORDS BOOK
(P) = PLAT
PG. = PAGE(S)
PVM'T = PAVEMENT
R = RADIUS
SAN. = SANITARY
TRAF. = TRAFFIC SIGNAL
U.E. = UTILITY EASEMENT
WM = WATER METER
LAST DATE OF FIELD WORK. AUGUST 22" 2000
SURVEYOR'S CERTIFICA TION
I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHD'w'N HEREON COMPLIES
WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN
CHAPTER 61GI7-6" FLORIDA ADMINISTRATIVE CODE" PURSUANT TO SECTION
4 72.027" FLORIDA STATUTES" AN.D THAT SAID SURVEY IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER
MY DIRECTION.
GAlE VALYE \
H.
51 .........
!C
10' <It'f'"lllt, Pi&-:"1: ~
IS' cflfU.-'lrt!; LLJI' ~(. ~
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23.50' wept,
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3 STORY
CBS CONDOMINIUM
BUILDING
I
I
TRACT J
, T~:E W,ATERWAYS-
SECTION 3'
(P. B. 12S" PG.78J D. C. R. )
cJlt
h
F'UEL TNIC
~RACT 2
R .' SED PLAT if
(P. B~~ , ~~. ~~Lb. c. R. )
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R=223. DO'
A=37. ai'
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3 STORY
CBS CCNDClMlN I U:M
BUILBING
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LEGEND
II CABLE JUNCTION BOX
Rum CA TCH BASIN
~ FIRE HYDRANT
B FPL TRANSFORMER PAD
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CONDOMINUM BUILDING
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, CAP 12486
-Q- LIGHT POLE" METAL
0 MANHOLE, SANITARY SEWER
. PERMANENT CONTROL POINT
. TELEPHONE JUNCTION BOX
1:1 WATER METER
l>CI VALVE, WATER
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ENCROACHMENT AREA
1//=60'
sa' VAL VE" SANITARY
o BOLLARDS
-- SIGN
~ HANDICAP SPACE
JEFF S. HODAPP
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA LICENSE NO. LSS111
RECEIVED
OCT 1 7 2000
COMMUNITY DEVELOPMENT
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PORTION OF
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SURVEY
TRACT J
SECTION 3
CONSULTING ENGINEERSo
SURVEYDRSo
PLANNERS
NO
DATE
BY
CK'D
REVISIONS
FB/PG.
6101 WEST ATLANTIC BOULEVARD, MARGATE" FLORIDA 33063
PHDNE. 954-972-3959 FAX. 954-972-4178 E-MAIL. Morgote@cQrnohon-proctor. COM
FILE NO. 000802-S2
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OCT" 1 7 2000
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FLORIDA
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CH,
2000
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Cl21!
sr l]~ PIAN
N..T.S.
I
PROJECT LOCATION
7303 S.W. 64 STREET
INDEX:
VICINITY
N..T.S..
MAP
C-O
C-l
C-2
C-3
C-4
C-4
COVER SHEET
SURVEY PlAN, DEMILIDON AND GENERAL NOTES
PARTIAL PIAN ENTRANCE
PARTIAL PIAN EXIT WAY
CONSTRUCTION DETAILS
GENERAL SPECIFICATIONS
Call 48
before
hours
you dig
BERMELLO.!\.TAMIL &
Architecture. Engineering.. PI_nning. Landscape
2601 SOUTH BAYSHORE DRIVE
SU.fll:i, 1000
l.\1I.AlVIL FLORIDA 33133
PARTNERS · INC
Archltecture.lnterior Design
It.s the Law!
1-800~432-4770
SEP 2 5 2000
Q9MMfln1!TY D~!~h.'eNf
Sunshine State One Call of Florida. Inc.
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EXISTING WALL .AND LANDSCAPING TO BE DEMOLISHED
BY OTHERS
111.4 '
ICURS AND
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;
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BRICK
PAVEMENT
LB
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181
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REMOVE EXIST. PAVERS AND CONTIGUOUS
CURBING WESTERLY OF PROPOSED CONCRETE BANDIN
TILL AND BLEND UNDER LYING BASE MATERIAL
WITH NEW BASE PRIOR TO RECOMPACTION.
Q!
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28 STORY CBS
BUILDING
APARTMENTS
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CONDOMINIUM
It"".. ...,'
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~
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PHALT 19
AVt:"
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8----- CB RIM
ELEV=5.56
FOUND 1"
IRON PIPE
I~
.
IX)
....................
REMOVE (21 EXIST. ALM TREES AND TRASPORT
TO A LOCATION W THIN THE CITY AS DIRECTED
BY CITY PUBLIC WORK DEPT.
A SPECIFIC PURPOSE SUIRVEY FOR: BERMELLO. AJAMIL & PARTNERS
OF
LANDMARK CJNDOMINIUM
1- THIS IS A SPECIFIC PURPOSE SURVEY. THE PURPOSE OF THIS SURVEY IS TO SHOW
ELEVA TlONS AND L1MI TED TOPOGRAPHY ON THE AREAS REQUESTED BY CLIENT.
A BOUNDARY SURVEY WAS NOT PERFORMED FOR' THIS PROJECT AT THIS TIME.
2- THE LAST DAY OF FIELD WORK WAS PERFORMED ON FEBRUARY 15, 2000.
J- BEARING AS SHOWN HEREON ARE BASED UPOt~ THE WEST PROPERTY LINE OF LANDMARK
CONDOMINIUMS WITH A BEARING OF N06.34'59"E'. AS PER PLAT BOOK 116 PAGE 39(2).
4-UTllITY LINES SHOWN HEREON ARE AS PER PAINTED ON SURFACE AREA.
5- THE VERTICAL DATUM SOURCE WAS THE MIAMI-DADE COUNTY 8M N3004A AT NW 20 ST. 25 FEET
SOUTH OF PROJECTED SOUTH EDGE OF PAVEMENT AND NW 12 AVE. 1 FOOT WEST OF THE CENTER
LINE WITH AN ELEVATION OF 10.42 FEET NGVD29.
6- THE SITE BENCHMARKS ARE AS FOLLOWS:
A. TBM#l-SET PK NAIL ON ASPHALT PAVEMENT AT 3 :f: FEET NORTH OF THE MEDIAN BULL NOSE
IN FRONT OF THE MAIN ENTRANCE TO LANDMARK CONDOMINIUM HAVING AN ELEVATION OF
6.22 FEET.
8. TBM#2-FOUND 1" IRON PIPE AT THE SOUTHEAST CORNER OF SUBJECT HAVING AN ELEVATION
OF 5.91 FEET. .
7-NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
8-PROPERTY LINE SHOWN HEREON ARE FOR INFORMATION PURPOSES ONLY. THIS IS NOT A BOUNDARY
SURVEY.
CATV
G.P.O.
8
SURVEYOR',S NOTES
..~
-~
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GENERAL NOTES
LEGEND
x
BUSINESS LICENSE
LIGHT POLE
TV CABLE BOX
VALVE
CONTROL VALVE
SINGLE SUPPORT SIGN
WATER METER
TEMPORARY BENCHMARK (TBM)
SPOT ELEVATION
CONCRETE BLOCK STRUCTURE
PROPERTY CORNER FOUND
PARKER KALON NAIL
WEIDENER SURVEYING AND MAPPING
CONCRETE
PROFESSIONAL SURVEYOR AND MAPPER
EDGE OF PAVEMENT
FIRE HYDRANT
CATCH BASIN
MISCELLANEOUS PALM
MISCELLANEOUS TREE
ORNAMENTAL PLANTS
UNKNOWN MANHOLE
PROPERTY LINE
BACKFLOW PREVENTOR PIPES
SOUTHERN BELL TELEPHONE COMPANY
PIPE & CABLE LINES (PAINT MARKS)
TELEVISION CABLE
GUrrER PAVED OVER
SOUTHERN BELL TELEPHONE MANHOLE
BERMELLO · AJAMIL
& PARTNERS .INC
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 So. Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050 FAX (305) 859-9638
.
Revisions:
Project Name:
LANDMARK
CONDOMINIUM
DRIVEW A Y
RECONFIGURA TION
KEY PLAN
1) ALL WORKS SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT'S GENERAL
SPECIFICATIONS AND THE CITY OF A VENTURA
2) THESE PLANS HAVE BEEN PREPARED WITH THE BEST AVAILABLE
INFORMATION FROM THE OWNERS RECORD PLANS AND SURVEY.
3) ALL DIMENSIONS ON THESE PLANS ARE APPROXIMATE AND SHALL BE
VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO STARTING
WORK. ANY DISCREPANCIES SHALL BE REFERRED TO THE
ENGINEER FOR DIRECTION ,AND/OR APPROVAL PRIOR TO
STARTING WORK.
4) NEITHER THE ENGINEER, NOR THE OWNER,
SHALL BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE
CONTRACTOR'S WORK.
5) UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR LEAVE EXCAVATED
TRENCHES, OR PARTS OF, EXPOSED OR OPEN AT THE END OF THE
WORKING DAY, WEEKENDS. HOLIDAYS, OR OTHER TIMES WHEN THE
CONTRACTOR IS NOT WORKING.
6) ALL DEBRIS FROM DEMOLITION WORK AND EXCAVATED MATERIAL NOT
SUITABLE FOR BACKFILL OR OTHERWISE UNNECESSARY SHALL BE DISPOSED OF OFF SITE BY
THE CONTRACTOR IN A LEGAL MANNER.
ALL DISTURBED AREAS SHALL BE COVERED WI TH SOLID SOD
IN ORDER TO PROTECT ll-iEM FROM EROSION.
7) FOR EXACT DIMENSIONNAL LIMITS OF DEMOLITION ITEMS, PLANS FOR NEW IMPROVEMENTS.
REFER (C-2 AND C-3)
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Comm. No.
Scale:
Date:
1" = 20'
3/20/00
P .MENDEZ
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Draw' g Title:
SURVEY PLAN
DEMOLITION PLAN
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BERMELLO. AJAMIL
& PARTNERS .INC
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 So. Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050 FAX (305) 859-9638
Revisions:
7/20/00 K&S Comments
9/20-00 CITY COMMENTS
Project Name:
LANDMARK
CONDOMINIUM
DRIVEW A Y
RECONFIGURA TION
KEY PLAN
Comm. No.
Scale:
Date:
Drawn:
Checked:
CADD File:
1 u = 10'
3/20/00
P .MENDEZ
J.MOCK
Draw'g Title:
PARTIAL PLAN
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A.C. PAVEMENT dN
8" LIMEROCK BASE
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AND GUTTER (BOl/H SIDES
OF MEDIAN)
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EXISTING CITY INFO. SIGNAGE TO REMAIN
("THE TERRACES / THE LANDMARK") (No.2)
TO BE MODIFIED - SEE SHEET C-4
REMOVE (2) EXIST. PALM TREES AND TRASPORT
TO A LOCATION WITHIN THE CITY AS DIRECTED
BY CITY PUBLIC WORK DEPT.
---
BE RMELLO · AJAMIL
& PARTNERS .INC
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 So. Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050 FAX (305) 859-9638
......--...---...-.....-...--..-...... ....
Revisions:
9/20/00 CITY COMMENTS
--
Project Name:
LANDMARK
CONDOMINIUM
DRIVEW A Y
RECONFIGURA TION
KEY PLAN
Comma No.
Scale:
Date:
Drawn:
Checked:
CADD File:
1" = 10'
3/20/00
P .MENDEZ
J.MOCK
Draw' g Title:
PARTIAL PLAN
EXIT WAY
Sheet No.
C-3
No. 5 REBAR
I
N
...
a"x 12" CONC. RETENTION BAND
(SEE PLANS FOR LOCATION)
SECTION
RUNNER PATTERN
SECTION A-A
CROSS SECTION OF CONCRE'TE PAVERS
N. T.S.
1/2- TOOLED RADIUS
I · L SAND FILLED JOINTS 2 1/2"CONCRETE PAVERS (MEDIUM AND LIGHT GRAY)
----f I.. 1 16 MAX SUBMIT SAMPLE TO ASSUR~ CLOSE COLOR
MATCH WHITH EXISTING PAVERS.
'. .:. .....: ~< ,.,.'.:',., .' - L,.." .. ,'" '" - ;t o. , . J. ..,}.., .' ., " ·
.'. ..... ..' ',-:-' ..:~.....:.~....;\" :i' ", -';::4' -."...:..:.:.-:.........:.. ....;.:,;...,.. .,,.: ~.:. ,,' i.: ,~.'..;..N::"'-::- :: -2 SAND BEDDING COURSE (COMPACTED)
~: ~, ~;. :'. .:~ > ~ 1(i~}~9'4,b-~....9-l~,i~P;.~~::~:~4:;04S"f'z41{)o .
. ...... ..... :.' ..c9.>~.~>':...::;'<.'b....(rO::.{t:.,~::..:~...>::9..,.::......:;:.O..:.'-:..~::~;f.b:::.C>:.q..}: 8 COARSE GRANULAR (PAVEMENT) BASE
:~; '. ::::. .!:'~ ): .q?~.:'~;~q:':iMi8J(~Ee~:,,~~~,,~~'Qg!B~.~g.:~;4i
Proposed finished grade
Pavers
S. Limerock Bose
Compacted backfill
Z
:2
t
N
-
Compacted granular bedding material
required for all storm drain
NOTE:
1- Pipe bedding material to be graded drain field rock or pearock .
2- Contractor to use extreme core when excavating for pipe instalation. If flowing
sands or unstable conditions ore encountered . The contractor sholl use
sheeting .
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II
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Pipe shall not exten
at:)ove this level
TRENCH DET AIL
N. T.S.
6" CONCRETE SIDEWALK AT DRIVEWAY
3000 P.S.1. W!MEDIUM BROOM FINISH
S-x 6" x 10/10 WWF 0 MID DEPTH
SAW CUT 1/S"x 1. DEEP CONTROL JOINT
o 5'-0" INTERVAL(MIN.)
TOOLED JOINT
2-LAYERS OF 30# FELT
SLOPE 1/S"/FT.
~
~
. ~'4 ....
..
;, ....... '. :
1-1/2" TYPE III ASPHALT PAVEMENT
PLACED IN TWO (2) 3/4. LIFTS
(OR CONC ETE PAVERS) SEE PLANS
12-STABALlZED SUBGRADE COMPACTED
TO 95" DENSI TV
5/8"REBAR(TVP.)
S" C.OMPACTED UMEROCK BASE
AS PER AASHTO T-180
r
3/8" $.S. CARRIAGE
BOLTS (TYP.)
1/8" ALUMINUM
SIGN PANEL
1 /2" BLUE BORDER
12" STABALlZED SUBGRADE COMPACTED
TO 100% DENSITY
SIDEWALK, PAVEMENT AND TYPE '0' CURB DETAIL
N. T. s.
II
(0
b
I
-
-
<0
6-
l' -6"
MATCH SLOPE OF ADJACENT PAVEMENT
2" R
PAVEMENT
. . . ..
.. .. ..
#5 REBAR
L 4" COMPACTED UMEROCK BASE
~ AS PER AASHTO T-180
8"
2' -0"
(ADJUST TO MATCH EXISTING)
TYPE 'F' CURB AND GUTTER DET AIL
N. T.S.
14
4' _6"
~
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;r
::
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BLUE ARROWS
r--l r--l
: n TERRACES(~ :
.....
LANDMARK
~
-
WHITE BACKGROUND
WITH 4" HIGH BLUE TEXT
o
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4 "X4" P. T. POSTS
PAINTED BLACK
GRADE LINE
4" CONC. ALL AROUND
I
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NEW DRIVEW A Y SIGN
(LOCATED IN MEDIAN BETWEEN DRIVEWAYS)
REMOVE EXISTING TEXT AND
BACKGROUND PAINT. REPAINT
BACKGROUND AND TEXT TO MATCH CITY
STANDARDS (TYP. BOTH SIGNS)
NEW BLUE TEXT TO MATCH
EXISTING STYLE AND SIZE
EXISTING SIGN
PANEL AND POSTS
TERRACES
LANDMARK
NEW BLUE A
TO BE PROP
AS SHOWN
NORTH BOUND SIGN
LANDMARK
SOUTH BOUND SIGN
EXISTING SIGN MODIFICA TIONS
(LOCATED IN EAST COUNTRY CLUB DRIVE MEDIAN)
BERMELLO. AJAMIL
& PARTNERS .INC
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 So. Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050 FAX (305) 859-9638
Revisions:
7/20/00 K & S COMMENTS
Project Name:
LANDMARK
CONDOMINIUM
DRIVEW A Y
RECONFIGURA TION
KEY PLAN
Comm. No. 20015.000
Scale: N.T.S.
Date:
Drawn: P. MENDEZ
Checked: J. MOCK
CADD File: DETAILS.DWG
Draw'g Title:
CONSTRUCTION
DET AILS
Sheet No.
C-4
...
,..
, \.
GENERAL SPECIFICA TIONS
SCOPE
IT IS THE INTENT OF THESE SPECIFICATIONS TO DESCRIBE THE MINIMUM ACCEPTABLE TECHNICAL
REQUIREMENTS FOR THE MATERIALS AND WORKMANSHIP FOR CONSTRUCTION OF SITE IMPROVEMENTS
FOR THIS PROJECT. SUCH IMPROVEMENTS SHALL GENERALLY INCLUDE. BUT NOT TO BE LIMITED
TO, CLEARING, GRADING, PAVING. STORM DRAINAGE. NEW CURBING AND REMOVAL OF EXISTING PAVEMENTS AND CURBING.
BASE COURSE
LIMEROCK BASE SHALL BE PREPARED, GRADED AND COMPACTED TO 98% OF MAXIMUM DENSITY AS
PER AASHTO T-180 AND SHALL BE IN ACCORDANCE WITH DADE COUNTY PUBILIC WORKS STANDARDS.
IT IS THE INTENT THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICA-
TIONS FOR ROAD AND BRIDGE CONSTRUCTION: DATED 1999 TOGETHER WITH "SUPPLEMENTAL
SPECIFICATIONS TO THE 1999 STANDARD SPECIFICA nONS FOR ROAD AND BRIDGE CONSTRUCTION"
DATED 1999 BE USED WHERE APPLICABLE FOR THE VARIOUS WORK, AND THAT WHERE SUCH WORDING
THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PER-
SONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THE WORDING WHICH WOULD PROVIDE
PROPER TERMINOLOGY; THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IF WITHIN A PAR-
TICULAR SECTION. ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE
PART OF THE STANDARD SPECIFICATIONS ALSO. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL AND
STATE LAWS, REGULATIONS AND BUILDING CODES WHICH HAVE JURISDICTION IIN THE AREA.
PRIME AND TACK COATS
THE ENGINEER SHALL INSPECT THE COMPLETED BASE COURSE AND THE CONTlRACTOR SHALL CORRECT
ANY DEFICIENCIES AND CLEAN THE BASE COURSE PRIOR TO THE PLACEMENT (OF THE PRIME COAT.
A TACK COAT WILL ALSO BE REQUIRED IF THE ENGINEER FINDS THAT THE PRIMED BASE HAS BE-
COME EXCESSIVELY DIRTY OR THE PRIME COAT HAS CURED TO THE EXTENT Of LOSING ITS BONDING
EFFECT PRIOR TO PLACEMENT OF THE ASPHALTIC CONCRETE SURFACE COURSE. THE PRIME AND
TACK COATS SHALL BE IN ACCORDANCE WITH SECTION .300 OF THE STANDAR(j) SPECIFICATIONS.
LINES AND GRADES
THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE PROPOSED WORK IS NOTED ON THE PLANS.
SURFACE COURSE
ASPHALTIC CONCRETE SURFACE COURSE SHALL BE CONSTRUCTED TO THE L1~ITS SHOWN ON THE
PLANS. THE SURF ACE COURSE SHALL CONSIST OF 1 1/2" OF TYPE III ASPHIAL TIC CONCRETE PLACED
IN TWO (2) 3/4" LIFTS. ALL ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH SECTIONS .320
AND 330 OF THE STANDARD SPECIFICATIONS. TYPE III ASPHALT CONCRETE SHALL BE IN ACCORDANCE
WITH SECTION 333 OF THE STANDARD SPECIFICATIONS.
EXISTING FACILITIES
THE CONTRACTOR HAS BEEN PROVIDED WITH THE APPROXIMATE LOCATION AND CHARACTER OF EX-
ISTING UTILITIES AND STRUCTURES INSOFAR AS THE OWNER HAS KNOWLEDGE OF THE SAME. THE
CONTRACTOR SHALL TAKE PARTICULAR CARE IN THE LOCATION AND CONSTRUCTION OF THE WORK
UNDER THIS CONTRACT TO PREVENT DAMAGE TO SUCH UTILITIES AND STRUCTIURES. WHICH ARE TO
REMAIN IN USE, AND ANY DAMAGE RESULTING TO SUCH UTILITIES AND STRUCTURES, FROM THE
CONTRACTOR'S OPERATIONS, SHALL BE IMMEDIATELY REPAIRED BY HIM AT HIS OWN EXPENSE, TO
THE SA TlSF ACTION OR THE OWNER OF THE AFFECTED FACILITY.
CONCRETE CURBING
CONCRETE CURB SHALL BE CONSTRUCTED TO THE LIMITS SHOWN ON THE PLANS. THE CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL BE IN AC-
CORDANCE WITH SECTION 345 OF THE STANDARD SPECIFICATIONS.
DRAINAGE PIPES
DRAINAGE PIPE SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD
SPECIFICA TlONS.
ALL DRAINAGE PIPE SHALL BE INSTALLED TRUE TO BOTH LINE AND GRADE. ALL PIPE SHALL BE
BACKFILLED AND COMPACTED WITH CLEAN SAND FILL IN ACCORDANCE WITH THE "TRENCH DETAIL"
SHOWN ON THE PLANS AND SECTION 125 OF THE STANDARD SPECIFICATIONS.
SHOULD THE CONTRACTOR. IN THE COURSE OF HIS WORK, ENCOUNTER ANY PIPE, UNDERGROUND
UTILITY, OR STRUCTURE, THE LOCATION OF WHICH HAS NOT BEEN FURNISHED TO HIM, HE SHALL
BRING SUCH CONDITIONS TO THE ATTENTION OF THE ENGINEER.
TESTING
ALL MA TERIAL OF CONSTRUCTION SHALL BE SUBJECT TO INSPECTION AND TESTING TO ESTABLISH
CONFORMANCE WITH THE SPECIFICATIONS AND SUITABLY FOR THE USES INTENDED. THE CONTRAC-
TOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO THE TIME HiE WILL BE READY
FOR AN lNSPECTION OR TEST. THE CONTRACTOR SHALL FOLLOW CITY AND
COUNTY INSPECTION PROCEDURES, COUNTY AND CITY INSPECTORS TO SPIECIFY THE NECESSARY
TESTS AND INSPECTIONS. THE CONTRACTOR SHALL NOT PROCEED WITH ANY PHASE OF WORK DE-
PENDENT ON AN INSPECTION OR TEST OF AN EARLIER PHASE OF WORK, PRIOR TO THAT TEST OR
INSPECTION PASSING. THE CONTRACTOR SHALL PAY FOR ALL TESTS. .
THE CONTRACTOR SHALL NOTIFY THE PROPER SERVICE REPRESENTATIVE OF ALL UTILITY COM-
PANIES WHEN WORKING IN THE VICINITY OF THEIR SERVICE LINES.
MAINTENANCE OF TRAFFIC
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ANID MAINTAIN ADE-
QUA TE TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS IFOR THE PURPOSE OF
PROTECTING THE TRA VEUNG PUBLIC, HIS WORKMEN AND THE WORK AREA IN GENERAL. SUCH
TRAFFIC CONTROL SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT PERIOD, INCLUDING
ANY TEMPORARY SUSPENSIONS OF THE WORK. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE
WITH SECTION 102 OF THE STANDARD SPECIFICATIONS AND THE STATE OF FLORIDA, MANUAL OF
TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET .AND HIGHWAY CONSTRUCTION, MAINTENANCE
AND UTILITY OPERA nONS; AND THE LOCAL AUTHORITIES HAVING JURISDICTION.
RECORD PLANS
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD PLANS ON THE PROJECT SITE AT ALL TIMES. THE-
SE PLANS SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD
WHICH DIFFER FROM THE CONTRACT PLANS. THE RECORD PLANS SHALL INCLUDE, BUT NOT BE LIMIT-
ED TO, INVERT AND TOP ELEVATIONS OF PIPES AND INLET STRUCTURES. THE CONTRACTOR
SHALL SUBMIT COMPLETE AND FINAL RECORD PLANS TO THE ENGINEER UPON COMPLETION OF THE
PROJECT AND PRIOR TO FINAL INSPECTION. CONTRACTOR SHALL SUBMIT FINISHED ROCK GRADES
TO THE ENGINEER, PRIOR TO PLACING THE ASPHALT, FOR APPROVAL.
PAVING AND DRAINAGE SPECIFICATIONS
SCOPE
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO
COMPLETE THE CONSTRUCTION OF A DRIVEWAY AND DRAINAGE SYSTEM AS SHOWN ON THE PLANS,
SPECIFIED HEREIN, OR BOTH.
IT IS THE INTENT TO PROVIDE A COMPLETE AND OPERATING FACILITY IN ACCORDANCE WITH
THESE SPECIFICATIONS AND THE CONSTRUCTION PLANS. THE MATERIAL AND EQUIPMENT SHOWN OR
SPECIFIED SHALL NOT BE TAKEN TO EXCLUDE ANY OTHER INCIDENTALS NECESSARY TO COMPLETE
THE WORK.
CLEARING AND GRUBBING
ALL TREES, BRUSH. STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND ALL OTHER' OBSTRUCTIONS
RESTING ON OR LYING WITHIN 12" BELOW FINISHED GRADE OR SUBGRADE WITH THE EXCEPllON OF
THOSE TREES THE OWNER CHOOSES TO REMAIN, SHALL BE COMPLETELY REMOVED FOR THE FULL
WIDTH OF ALL WORK. ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS.
GRADING AND EXCA V A TION
THE CONTRACTOR SHALL PERFORM ALL EXCAVATION, FILL, AND GRADING TO ACHIEVE
THE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS.
ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICA-
TIONS. IF FILL MATERIAL IS REQUIRED IN EXCESS OF THAT GENERA TED BY THE EXCA VA TION,
THE CONTRACTOR SHALL SUPPLY THIS MATERIAL, AS REQUIRED, FROM AN OFF -SITE SOURCE.
COMPACTED SUB GRADE IN EXISTING SANDY SOILS
THE IMPROVEMENTS CONSTRUCTED ON EXISTING SANDY SOILS SHALL BE CONSTRUCTED WITH A
12" SUBGRADE, COMPACTED TO A MINIMUM DENSITY OF 100% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99. THE COMPACTED SUBGRADE SHALL BE CONSTRUCTED IN THE LIMITS SHOWN ON THE
PLAN S.
BERMELLO. AJAMIL
& PARTNERS.INC
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 So. Bayshore Drive
Suite 1000
Miami, Florida 33133
(305) 859-2050 FAX (305) 859-9638
Revisions:
Project Name:
LANDMARK
CONDOMINIUM
DRIYEW A Y
RECONFIGURA TION
KEY PLAN
Comm. No.
Scale:
Date:
Drawn:
Checked:
CADD File:
N.T.S.
3/20/00
P .MENDEZ
J.MOCK
Draw' g Title:
GENERAL
SPECIFICA TIONS
. Sheet No.
C-5
/
\
\,
I
I
1
I
(
)
.
I
I
SPECIFICATIONS
25 GAL, 8' -10' HT X 5' SP
12' GW (50%); 18' GW (50%)-
16' -18' HT X 10' SP, MATCHED
12' CT, MATCHED SPECIMENS
12' GW, MATCHED
12' -14' HT, 6' S P
10' CT, MATCHED
SOUD SOD
SOUD SOD
3 GAL, 18"lT O,C
3 GAL, 24" HT, 30" O.C.
3 GAL, 24" HT, 30" O,C,
3 GAL, 24" HT, 24" O,C.
3 GAL FULL 18" O.C.
3 GAL., 24" HT, 30" O.C.
3 GAL., 18" FULL, 15" O,C,
7 GAL" 4'-5' FULL; 30" O,C
3 GAL, 24" HT., 24" O.C.
3 GAL! 24" HT.. 24" O,C.
3 GAL, TRL., FULL
3 GAL, TRL., FULL
7 GAL., TRL., FULL
7 GAL.. TRL.. FULL
T
.--..
PLANT LIST
COMMON NAME
'''''~..,~
RASPBERRY ICE
RED CROTON
YELLOW CROTON
WEEPING FIG
SWORD FERN
PHILODENDRON
PHILODENDRON 'XANADU'
LADY PALM
VARIEGATED SCHEFFLERA
SCHEFFLERA
~~-
JASMINE
BERMUDA SOD
ST. AUGUSTINE SOD
YELLOW MANDEVILLA
FLAME VINE
MADAGASCAR
SKY VINE
BULNESIA
COCONUT PALM
ROYAL POINCIANA
MEDJOOL
ROYAL PALM
MAHOGANY
MONTGOMERY PALM
."---
T
NAME
'TRINmE'
QUAN I
TREES AND PALMS
6 BULNESIA ARBOREA
34 COCOS NUCIFERA 'GREEN MALAYAN
3 DELONIX REGIA
21 PHOENIX DACTYUFERA 'MEDJOOL'
28 ROYSTONEA ELATA
3 SWIETENIA MAHAGONI
21 VEITCHIA MONTGOMERYANA
.~.
SHRUBS AND ~ReUNDCOVERS
75 O~..NVILLEA RASPBERRY ICE
60 CO UM VARIEGATUM RED
125 CO, rOM VARIEGATUM YELLOW
210 FICUS BENJAMINA 'HEDGE'
745 NEPHROLEPIS EXALTATA
710 PHILODENDRON SELLOUM
1,355 PHILODENDRON 'XANADU'
210 RHAPIS EXCELSA
600 SCHEFFLERA ARBORICOLA
330 SCHEFFLERA ARBORICOLA
VINES
40
38
47
50
SOD
BERMUDA TIFWAY II
ST. AUGUSTINE 'FLORATAM
BOTANICAL
MANDEVILLA TYELLOWT
PYROSTEGIA VENUSTA
STEPHANOTIS FLORIBUNDA
THUNBERGIA GRANDIFLORA
V)
"'l7t~ .~
')
/
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LA
325 PHILODENDRON 'XANADU'
38 PYROSTEGIA VENUSTA
.""",,
(f
"~f
~7
--------------~
------- ~
,---- "
ST. AUGUSTINE SOD
---__---.J
. -. .... _. .. ...
24" WIDE STRIP OF
ST. AUGUSTINE SOD
'XANADU'
21_PHOENIX DACTYLIFE
'MEDJOOL'
210 FICUS BENJAMINA
28 ROYSTONEA ELATA
BERMUDA SOD
-..-..-..-
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-
-
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6 COCOS NUCIFERA
GREEN MALAYAN'
ST. AUGUSTINE SOD
50 PHILODENDRON SELLOUM
375 PHILODENDRON 'XANADU'
20 COCOS NUCIFERA 'GREEN MALAYAN'
ST. AUGUSTINE SOD
/
8 COCOS NUCIFERA 'GREEN MALAYAN'
I
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NORTH
60
.i.
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.
SHEET.
L-1
REVISION.
07/11/00
PLAN
PLANTING
=20' -0'
02/03/00
SCALE.
DATE.
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES
180 NORTH'ltfST 168th STREET
NORTH II/ANI BEACH, flORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRAND A 'ENlJE, SlJ/TE 301
CORAl GABlES, flORIDA 33133
NC.
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET. SlJ/TE 2()()
UlAUI, flORIDA 33166
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS
192 N.E 168th Street
N(J?J}{ UlAJJI BEACH, flORIDA 33162
RDUITECTONICA
550 Brickell A venue, Suite 200, Miami, FL 33131
1812 Telefox J05/J72 1175
Telephone J05/J72
FLORIDA
HARBOUR CENTRE
18851 N.E. 29th Ave. AVENTURA,
~
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LANDSCAPE SPECIFICATIONS
GENERAL
1.1 Before changes or substitutions can be made due to unavailability of plant material, submit
evidence of having undertaken methods of locating plant material that is acceptable to the Landscape
Architect.
improper storage
or
1.2 Evidence of inadequate protection following digging, carelessness in transit,
or handling shall be cause for rejection.
1.3 The Landscape Architect shall inspect all work for Substantial Completion upon notice of
completion. Upon completion and reinspection of all repairs or renewals necessary in the judgement
of the Landscape Architect, the Landscape Architect will recommend to the Owner the Acceptance of
the work.
1.4 Following Acceptance, maintenance of the plant material shall become the Owners responsibility.
The Contractor shall provide the Owner with a typewritten recommended maintenance program at the
time of Acceptance. Make periodic inspections of the Owners maintenance during the guarantee
period. Submit written report to the Owner of any corrective measures required to keep the guarantee
valid.
time of Acceptance.
the
year from
(1 )
material shall be guaranteed for a period of one
1.5 All plant
PROTECTIVE TREE BANDING
5- 2 X 4 (18" LONG),
EVENLY SPACED OVER 5
LAYERS OF BURLAP PADDING
AND SECURED W/ STEEL
BANDING
the time of Acceptance.
1.7 Plants shall be healthy, free of pests and disease, and in flourishing condition at the end of the
guarantee period. Plants shall be free of dead and dying branches and branch tips, and shall bear
foliage of normal density, size and color.
1.8 Replace dead plants and all plants not in a vigorous, thriving condition, as determined by the
Landscape Architect, during and at the end of the guarantee period, without cost to Owner, as soon as
weather conditions permit and within the specified planting period.
a. Replacements shall closely match adjacent specimens of the same species. Replacements shall
be subject to all requirements stated in these specification.
b. Make all necessary repairs caused by plant replacement activities.
c. The guarantee of all replacement plants shall extend for an additional one year period from the date
of their acceptance after replacement. In the event that a replacement plant is not acceptable during
or at the end of the said extended guarantee period, the Owner may elect either one more
replacement, without guarantee, or credit for each item
MULCH
LOWER POSTS \3 PER PALM)
1 -2 X 4 X 12' LONG
(FLUSH OR BELOW GRADE)
1.9 At the end of the guarantee period, the Landscape Architect will inspect the work for Final
Acceptance. Upon completion of all repairs or replacements necessary, in the judgement of the
Landscape Architect, the work will be recommended for Final Acceptance by the Owner.
PLANTING SOIL
PROTECTIVE TREE BANDING
5- 2 X 4 (18" LONG),
EVENLY SPACED OVER 5
LAYERS OF BURLAP PADDING
AND SECURED W/ STEEL
BANDING
1.6 Sod shall be guaranteed for a period of 90 days from
SUPPORT STAKES ( 3 PER
PALM) 1- 2 X 4 NAILED
TO PROTECTIVE BANDING
AND BOLTED TO LOWER
POSTS. DO NOT NAIL TO
TRUNK OF PALM
SUPPORT STAKES ( 3 PER
PALM) 1 - 2 X 4 NAILED
TO PROTECTIVE BANDING
AND BOLTED TO LOWER
POSTS. DO NOT NAIL TO
TRUNK OF PALM
3
LAWN
PLANTING SOIL
1-1/4" BLACK WEBBING
TAPE (LOOP AROUND TRUNK
OF TREE SHALL BE LOOSE)
3 MULCH
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WATER
LOWER POSTS \3 PER PALM)
1-2 X 4 X 12' LONG
(FLUSH OR BELOW GRADE)
PLANTING SOIL
EXISTING SUBGRADE
MULCH
BERM TO HOLD
3
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BERM TO HOLD WATER
WOOD STAKE 24' LONG 3'
BELOW FINISH GRADE
FINISH GRADE
PRODUCTS
2.1 All plant material shall be Florida No.1, as specified in the Grades and Standards for Nursery
Plants, 2nd edition, February 1998 - unless otherwise noted.
AREA
EXISTING SUBGRADE
LAWN
D ET AI L
PLANTING
PALM
AREA
EXISTING SUBGRADE
SHRUB
D ET AI L
PLANTING
PALM
D ET AI L
PLANTING
TREE
No
ist.
2.2 All plant material shall meet or exceed the size requirements as specified in the plant
substitutions shall be accepted without the Landscape Architect's approval.
N.T.S
N.T.S
N.T.S
2.3 Contractor shall schedule with Landscape Architect a time in which to view plant material in the
nursery prior to installation. The Landscape architect may choose to attach its seal to each plant or to
a representative sample.
consist of a mixture of 80% sand and 20% muck.
2.4 Planting soil shal
TYP. PLANT SPACING AS
INDICATED ON CONST. DWGS
2.5 Mulch shall be shredded Grade "A" Eucalyptus as manufactured by AACTION Nursery Products
or approved equal.
gram
3.1 Contractor is responsible for verifying all underground utilities and obtaining the necessary
clearances prior to planting.
3.2 Contractor shall examine subgrade and rough grade before planting and alert Landscape Architect
of any unacceptable subgrade or rough grade.
PLANTING SOIL
3.3 Subgrade of planting areas shall be loosened or scarified to a minimum depth of 3 inches prior to
spreading planting soil. Subgrade shall be brought to true and uniform grade and shall be cleared of
stones greater than 1 inch, sticks and other extraneous material.
EXISTING SOIL
3.4 Individual trees, palms and shrub and groundcover bed outline areas shall be staked by the
contractor in ample time to allow for inspection by Landscape Architect prior to planting.
BALL DIAMETER
1
NOTE:
THE TRIANGLE METHOD
IS PREFFERED. USE
SQUARE SPACING ONLY
IN SMALL RECTILINEAR
AREAS.
.
TYP. PLANT SPACING AS
INDICATED ON CONST. DWGS
be Agriform planting tablets 20-10-5 formula. 21
2.7 Fertilizer for sod shall be granular fertilizer having a 12-6-8 analysis
EXECUTION
PLANT SPACING
TYP
2.6 Fertilizer for planting shal
VARIES W/ PLANT SPECIES,
SO THAT MATURE PLANTS
WILL NOT OVER LAP ONTO
PAVEMENT , GROUNDCOVERS
AND/OR SOD
2 MULCH LAYER OVER
ENTIRE BED
SQUARE SPACING
EXCAVATE TO A MIN.
DEPTH OF 12" AND
BACKFILL W/ PLANTING
SOIL
PLANT SPACING
PLANT LOCATIONS
TYP
TRIANGULAR
VARIES W/ PLANT SPECIES-
SO THAT MATURE PLANTS
WILL NOT OVERLAP ONTO
CURB AND/OR SOD
2' MULCH LAYER OVER
ENTIRE BED
EXISTING SOIL
- - - - - - -,11-1.,-
WIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIII~IIIIIIIII
- . '. -I 1 1-=111==111 III III III III -I 1
-111==111::-111-'
NOTE:
TOP OF MULCH TO BE 1
BELOW PAVEMENT OR SOD
3.5 All areas to receive planting shall be prepared with planting soi
3.6 All areas to receive sod shall have a minimum of 2" of topsoi
3.7 All new trees, palms, shrubs and groundcover plantings shall be amended with soil moisturizer.
Soil moisturizer shall be "T errasorb", manufactured by Industrial International or approved equal.
D ET AI L
PLANTING
SHRUB
SPACING
GROUNDCOVER
AND
SHRUB
D ET AI L
PLANTING
GROUNDCOVER
3.8 Soil moisturizer shall be added in the following quantities:
a. For trees and palms up to 36 inch dia. root ball: Use one 3 oz. packet
b. For trees and palms with root ball larger than 36 inch dia.: Use two 3 oz. packets
c. for bedding areas: Use one 3 oz. packet for every 20 S. F. of planting area with packets placed at 3
fl. depth, or as deep as practicable.
N.T.S
N.T.S
.
N.T.S
3.9 New trees, palms, shrubs and groundcovers shall be fertilized in accordance with manufacturers
recommendations.
3.10 Sodded areas shall be fertilized with granular fertilizer at a rate of 121bs per 1000 S.F. of lawn
and in accordance with the manufacturer's recommendations.
layer of mulch
3.12 All trees and palms shall be staked or guyed immediately after planting. Guying and staking shal
be done in accordance with details and all local practices. No nails, screws or wiring shall penetrate
the outer surface of the trees and palms.
All planted areas are to receive a 2"
11
3
3.13 Contractor shall maintain all plant material including sod until Acceptance. Maintenance shall
consist of mowing, edging, pruning, watering, weeding, mulching, removal of dead material, repairing
and replacing of tree stakes, tightening and repairing of guys, resetting plants to proper grades and
upright position, and furnishing and applying such sprays as are necessary to keep plants free of
insects and disease, and in a healthy growing condition.
01
.
SHEET.
L1
or after hurricane season of the corresponding year
3.14 The Contractor shall remove staking and guying materials according to the following schedule:
a. Palms, nine months after Substantial completion, or after hurricane season of the corresponding
year which ever occurs later.
b. Trees, six months after substantial
which ever occurs later.
REYISION.
completion
PLANTING DETAILS
SCALE. N. T. S
DATE. 02/03/00
1......,-11"0<
NC
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTH'ltfST 168th STREET
NORTH IIIAJII BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS &: ROGERS
2982 (}?AND A 'EN1lE. SUITE JOl
CORAL CABLES, FLfRDA JJ1JJ
NC
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 HW 56th STREET. SlJ/TE 200
UlAUI, flORIDA JJ166
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.
192 N.E 168th Street
NORTH UlAUI BEACH, FLORIDA JJ162
RDUITECTONICA
550 Brickell Avenue, Suite 200, MiamI; FL 33131
Telephone 305/J72 1812 Teefax 305/372 1175
HARBOUR CENTRE
18851 N.E. 29th Ave. AVENTURA, FLORIDA
LEGEND
fndustr
FLOOD
Commercia
r EXISTING 2.5' CONCRETE
/ SEA WALL CAP TO REMAIN
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AREA OF FUTURE 7 AREA OF FUTURE
I OPENING IN GRILLE 1 03 OPENING IN GRILLE 57' -4-
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ZONING CLASSIFICATION
INDUSTRIAL- OFFICE
~REA OF FUTURE
OPENING IN GRILLE
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III ~l MATCH PARKING STRUCTURE. (LOCATED
j, ~l' ON PROPERTY LINE) -
I' ;, 182'-7"
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PUMP STATION
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Avenue
DESCRIPTION
29th
UN-PLATED
SEE LEGAL
N.E
885
BOUND:
ADDRESS:
SUBDIVISION:
MEETS &
DRAINAGE PLAN
60
BLOCK.: UN-PLATED
PAGE:
PAVING AND
89
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28 2203 000
44
4
LOT: UN-PLATED
OF
PLA T BOOK.:
SHEET 1
fOLIO:
03
1
PROPOSED 40SF
MANGROVE PLANTER
BY OTHERS (NIC)
- 1 1/2 DIA HANDRAIL
SEE DETAIL #5 SHT.
fT.NGVD. CRO\VN Of ROAD ELEVATION \VAS TAKEN fROM
DANIEL C. FORTIN PLS L1c.#: LS2853
SURVE:YOR'S NAME:
CROWN Of ROAD ELEV 5.50
A CERTifiED SURVEY PREPARED
48 X 24 CONCRETE CAP
BY OTHERS (NIC)
-
\V A TE:R
FT. NGVD
ONE)
BE: ATTACHED
ONE)
Catch Ba5in Elevation
5.35
PENDING
PENDING
BASEMENT: YES/NO (CIRCLE:
THIS PROPERTY BEEN GRANTED A CLOMR OR
@
167.789 SQ.FT
\VI TH THE: DE:RM/
SURfACE \VATER MANAGEMENT STORM \VATER PERMIT(coPY ATTACHED)
ENVI RONMENT AL RESOURCES PERMIT (COpy ATTACHE:D)
MPERVIOUS AREA: + 2 ACRES UNDERGROUND PARKI NG: YES; NO (CIRCLE:
* IF- YE:S, F-LOODPROOHNG PLANS AND CE:RTIF-ICATE: SHALL
REQUIRED OPEN
PROVIDED OPEN
MPERVIOUS PLANS SHALL BE: STAMPED
Adjacent Grade Elevation
(next to the wall of' the structure)
FT. NGVD
SQ.FT.
7.50
(1F->2 ACRE:S
Lowest Floor Elevlincluding
ba5ement/5unken area5)
SPACE
SPACE
FT. NGVD
HAVE THIS SITE OR OTHER PORTIONS OF-
fiNAL LOMP? (CIRCLE ONE) YES LOMR#:
OFFICE BUILDING
BY:
BE ATTACHED
8.00
3.84 ACRES =
8.00 NGVD
IU-2
DRAI NAGE PLANS SHALL
CONTROL SE:CTION APPROVAL)
DERMjWC-
SfWMD
ZONING
ZONING CLASSIFICATION
PROPOSED USE
PROPOSED
SITE DATA
o
TOTAL
SITE AREA
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AL
PIER
REMAIN
NEW RIP RAP REVETMENT
CREST ELEVATION +6.0'
BY OTHERS (NIC)
CAN
EXISTING DOLPHIN
TO REMAIN.
EXISTING FLOATING
WOOD DOCK TO REMAIN
PROPOSED 60SF
MANGROVE PLANTER
BY OTHERS (NIC)
-
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1 = 18,747
10 = 205,730
224,477
6400
230,877
18,747 GROSS SQ.FT. X
20,573 GROSS SQ.FT. X
OFFICE BUILDING GROUND FLOOR
OFFICE BUILDING TYPICAL FLOOR
TOTAL AT OFFICE BUILDING
TOTAL AT OUT PARCEL
TOTAL BUILDING AREA
. ! .
+1
BUILDING HEIGHTS
PROVIDED
147'-0
69'-6
SETBACKS
PROVIDED
182'-7"
17' -0"
53'-5"
210"-2"
20' -0"
23'-6"
35'-7"
382' -0"
30' -6"
78'-0"
MAXIMUM ALLOWED
70'-0'
70'-0'
OFFICE BUILDING
PARKING GARAGE
OFFICE BUILDING
OUT PARCEL
OFFICE BUILDING
OUT PARCEL
PARKING GARAGE
OUT PARCEL
OFFICE BUILDING
OUT PARCEL
OFFICE BUILDING TO PARKING GARAGE
OUT PARCEL TO PARKlNG GARAGE
REQUIRED
20'
15
27'-0"
15'-0"
5'
20
PARKING GARAGE
OUT PARCEL
FRONT
INTERIOR SIDE
SIDE STREET
REAR
DISTANCE IN BETWEEN BUILDINGS
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PARKING DATA
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250 =
6400 /
205.730 SQ.FT.
18,747 SQ.FT.
10 =
SQ.FT.
20573 X
224,477
OFFICE BUILDING
GROUND FLOOR
2ND TO 11TH FLOOR
TOTAL GROSS AREA
PROVIDED
1012 SPACES
REQUIRED
892 SPACES
PROVIDED
17 SPACES
REQUIRED
892 X 2% =
PARKING SPACES
17 SPACES
He SPACES
1012 SPACES
SPACES PROVIDED WITHIN PARKING GARAGE
2 LOADING SPACES PROVIDED
DUMPSTER STORAGE PROVIDED WITHIN PARKING GARAGE
TOTAL
/
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12" WHITE
STOP BAR.
12" WHITE
STOP BAR.
.
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188th.
N.E.
ST.
02
SHEET.
A1.
liVlS10N.
SITE PLAN AND LOCATION MAP REViSION 5/1 /2000
FIRE SAFE1Y
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTH'lEST 168th STREfT
NORTH 1IIA111 BEACH, FLORIOA 33162
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH U1AJJI BEACH, FlrRIOA 33162
3/00
"=20'
04/1
1
SCALE.
DATE.
W
AUG 0 3 2000
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A'DIllE, SUITE J()1
CfJ/Al GABlES, FLrRlOA 33133
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 HW 56th STREET, SIlTE 200
U1AUI, FlORlOA 33166
ARDUITECTONICA
550 Brickell A venue, Suite 200, MiamI; FL 3J131
Telephone 305/372 1812 Telefax JIJ5/J72 1175
HARBOUR CENTRE
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167,789 X 15% = 25,168.35
W/ STREETS IDE OUT PARCEL AND
ALTERNATIVE DRIVE LOCATION
PERVIOUS- 27,128 SQ.FT.
IMPERVIOUS- 76,669 SQ.FT.
TOTAL OPEN SPACE= 103,797 SQ.FT.
BUILDING AREA
18851 N.E. 29th Ave. AVENTURA, FLORIDA
2' -0"
~.,
, GRAY GRANITE
It 26" RAISED BRUSHED
STAINLESS STEEL LETTERS
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SEE STRUCTURAL
DRAWINGS FOR
FOUNDATION DETAILS
18' -0'
..
SEf[BACKlTYPICALJ
- ~
2'0'
ALUMINUM
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1 1/4" PRECAST CONCRETE
PAVER OVER 2" SILICA
SCREENING SAND BED.
1 1/4" PRECAST CONCRETE
PAVER OVER 2" SILICA
SCREENING SAND BED.
1 1/2" DIA
ALUMINUM HANDRAIL
SET INTO ANCHORS
~
12"x 12" FIBER REINFORCED
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BY OTHERS.
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1 1/4" PRE MOLDED EXPANSION
JOINT AND SEALANT.
12"x 12" FIBER REINFORCED
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SCALE:
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NOTE:
SEE STRUCTURAL DRAWINGS
FOR FOUNDATION DETAILS
10"
---r-1
F='~3/4" REVEAL
PROVIDE RECESS
AS REQUIRED
PRECAST CONC.
BOLLARD W / SMOOTH
STUCCO FINISH.
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LIGHT FIXTURE TO
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PAINT HANDICAPPED
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ALL STRIPING AT GROUND PARKING LEVEL
TO BE THERMOPLASTIC REFLECTORIZED
(BEADED)- WHITE PAINTED FINISH ON
STALLS AND WALKS - BLUE PAINTED
FINISH ONLY AT HANDICAP PARKING
STALLS (TYPICAL) N.I.C. (FUTURE)
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-
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-0"
1 '
=
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SCALE:
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69 ENLARGED HARDSCAPE PLAN
-0"
1 '
=
1/2"
SCALE:
WALL
et7 PARKING SIGN
PARKING
SCALE: N. T.S
4" WIDE STRIPES
PAINTED TRAFFIC
WHITE
Ei1 PARKING SPACE DETAIL (EXTERIOR)
03
SHEET.
A1.
REVISION.
SITE PLAN DETAILS
AS NOTED
04/13/00
SCALE.
DATE.
AUG 0 3 2000
NC.
CIVIL ENGINEERS -
fORTIN, LEAVY, SKILES,
180 NORTH'lEST 168th SlHEET
NORm JIIAJII BEACH, flORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A'LNUf, S1J/TE 301
CORAl CABlfS, FlCRIDA 33133
NC.
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 HW 56th STREET. SUITE 2{)()
"'AU/, flORIDA 33166
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH "'AU/BEACH, flORIDA 33162
ARDUITECTONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone !JJ5/J72 1812 Ttiefox J05/J72 1175
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
I
o
10' -0.
30' -0.
A
~
~
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T
..u::
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190' -0.
o
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6.0
SIM
30'-0.
30' -0.
30' -0.
f
IT
~.".......'".....
T ----
-
~
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1'-st
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tr
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....
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~
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....
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2" RECESSED FIRE-HOSE
SLAB CABINET
- -
8' -2"
- ~_!
-- ~ CONFERENCE ~I
@ ROOM
11-1021 I
3
5~6
4
---~
-
S'-10" 11'-1" - S'-7" --
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~ 1-121 7 FLOOR tl
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6 ~ 12'-1. 6'-0
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.
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=
FUTURE
RESTAURANT
11-113 I
CAPACITY: 400 SEATS
6)
36"H X 72"W TRANSFER
BEAMS ABOVE. (TYPICAL @
COLUMN LINES 3, 4, 5, &
.
CJ)
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~
1'-s"
ALUMINUM
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PROOF ALUMINUM FOOT
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30' -0. ~ ---1P' -0.
SIM
I
f
SLOPE:
1/8"/FT
--
If
-
20' -0"
::
=
( 1-113C)
...----
COVERED
ENTRY
~
(1-113B)
-
- 11"
;:j
3
21'-2"
~
---STAIR #2ffiANSFER
ABOVE, SEE SHT#
A3.03 FOR SECTION
AND DETAILS.
iL
#
ELEC.
ROOM
11-115 1
@
j
(1-115A)
- 4-
- - I
I
1-----""7--~
1 20'-2. --r 8'-10.
I
I
T
I
-
- -
1 - · -/-:;1~ :
~ SOF IT ABOVE-.I / ~ 9'-7"
~ ~
-
~
-
B'-10.
7
14' -7"
MECH
ROOM
11-1141
@
t
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-TOILET
11-1241
,---
JAN
@~7
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-
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11
~
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29' -7.
FRONT LOADING
HORIZONT ALl
VERTICAL
MAIL BOXES
30' -0"
L
12' -5"
11"
FUTURE
RETAIL
11-1051
30' -0-
J
-
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20'-4"
FUTURE
RETAIL
11-1)41
IT
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4 1/2"
10' -0"
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5 8"
I RECESSED HEEL" .. .' -
PROOF ALU ~
GRILLE MINUM FOOT
COVERED
ENTRY (1-100A)
[E[]
SLOPE:
1/S"/FT
- (1-100B)
\@
- -
- -
~-~
10'-0'---
2!2:-
=
=
T ~
=
=
...
...
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t
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r
ROUGH HEWN ~
GRANITE VENEER
WI RAISED BRUS ED
LETTERS ANCHOR
TO CMU.
=
(L
SOFFIT AS
6.AJ.
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8
8.1
D
8.3
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@
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D
GJ
---------
LEGEND
HR PARTITION
HR PARTITION
1
2
NOTE:
- -
1 ALL RESTAURANT AND RETAIL
AREAS SLAB ON GRADE TO
BE INSTALLED IN THE FUTURE
UPON LEASING.
1
~
GARAGE
-l
~
0::
-------------
-
KEY PLAN
SHEET.
A2.01
REVISION.
(TOWER)
GROUND FLOOR PLAN
/8" = 1'-0"
04/13/00
1
SCALE.
DATE.
~
AUG 0 3 2000
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHVEST 168th SlREfT
NORTH IIIAII BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRAND A '8lJE, SlJITE 301
CORAl GABlES, FLOODA 33133
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH MlAUI BEACH, FLORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SlJ/TE 2()()
JIIAJJ1, flORIDA 33166
ARDUITECTONICA
550 Brickell Avenue, Suite 200, Miami; FL 33131
Telephone 305/J72 1812 Teefax JOS/J72 1175
~
~
FLORIDA
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA,
@0
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::::::::: t==:
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12-110 1-111-110 I
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=
17'-4.
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MECH
12-1081
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17' -6"
F.H.C
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-
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20' -0.
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~/
30'-0.
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/
- -
~
30' -0-
~I
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30' -0.
-
u
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:::
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10' -0.
:::
I
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.,...
o
1
~
190' -0"
D
Q
--------------
LEGEND
- --
1 HR PARTITION
GARAGE
....J
~
a:::
NOTE
ROOM NAMES AND NUMBERS
ARE TYPICAL FROM 2-11 FLOOR
KEY PLAN
SHEET.
A2.02
REYISION.
TYPICAL FLOOR
PLANS 2-11 (TOWER)
/8' = 1 '-0"
04/13/00
1
SCALE.
DATE.
~~
AUG 0 3 2000
NC
CIVil ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHVtfST 168th SlRffT
NORTH Jl/AIJI BfA()f, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS &: ROGERS
2982 GRANO A l,fMJf, SUITE JOI
CORAL GABLEs, FLOODA 33133
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH 1IIAJ./1 BEACH, FLORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SIlTE 200
1IIAUI, FLORIDA 33166
A RQUI TEC TONICA
550 Brickell Avenue, Suite 200, MiamI; FL 33131
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04/13/00
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DATE.
1
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NC.
CIVil ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTH'lEST 168th STREET
NORTH Jl/AJII BfA{}f, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRAND A'LNIJE, SUITE 301
CORAl GABLEs, FLOODA 33133
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
Na?TH U1AJJI BEACH, flORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET. SlJITE 200
Jl/AUI, FLORIDA 33166
A RDUI TEC TONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone 305/372 1812 Telefax 305/J72 1175
1
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18851 N.E. 29th Ave. AVENTURA, FLORIDA
-
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A2.04
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180 NORTH'lCST 168th SlREfT
NORTH IIIAJI BfAOI, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRAND A JEHU[, SUITE 301
CORAL CAMS, FLORIDA 33133
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS., INC.
192 N.E 168th Street
NORTH UlAJlIBfACH, FLORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 HW 56th STREET, SlJ/TE 200
UlAUI, flORIDA 33166
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FIRE SAFElY
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FLOOR D SC IPTION
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GROUND LEVEL
(PARKING GARAGE)
SCALE.
DATE.
1 '-0"
3/00
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04/1
,~
AUG 0 3 2000
NC.
CIVil ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHltfST 168th STREET
NORTH IIIAJII BEA(JI, flORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 (}?AND A 'ENllf. SIJITf JOl
CORAL GABlES, FlOODA J31J3
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH 1JIAJ,(1 BEACH, FlORlOA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SllITf 200
U1AIJI, FlORIDA 33166
ARDUITECTONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone J05/J72 1812 Tfiefax J05/J72 1175
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180 NORTH'lEST 168th STREET
NORTH Jl/AJII BfAOf, FLORIDA 33162
LANDSCAPE ARCHITECT
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2982 r2ANO A 'ENlJE, S/JITE 301
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\,
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\1\
\55
50
36'-0'
STRUCTURAL ENGINEERS -
GOPMAN, CONSUL TI~G ENGINEERS.,
192 N.E 168th Street
NORTH MIAMI BEACH, flORIDA 33162
MECHANICAL/ELECTRICAL/FLUMSING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET I SlJlTE 200
U1AJII, flORIDA 33166
49 \ 4-8
\
'-8" PREC ST\
ARRIER WA L
\
\
86
ALL
UCTURAL
09
30
SHEAR ALL
(SEE STlRUCTURAL
53
9
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1
1
1
/
I I
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110
29
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54
\
\
\
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\
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8
/
/
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/
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85
SHEAR
(SEE S
36'-0"
1
1
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7
84
34'-4"
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5
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51
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WALL
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/
/
/
/
/
/
/
52
3
1
1
1
1
25
53
I I
4
32'-0"
WASH LINE /
BY CORESLAB
PRECAST STAIR/
BY CORESLAB
STRUCTURES
78
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RAMP ON
1
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Telephone 305/J72 1812 T~ef{JX JOS/J72 1175
8
4
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58
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59
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79
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1160
55
7
22
1
1 1
6
1
1
/
/
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77
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57
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118
62
1
1
~
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73
72
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60
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1
\
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\
\
\
\
\
~
STAlRt3
~
v
24'-0'
ALUMINUM GRILLE
(WEST ELEVATION ONLY)
3' -8" PRECAST
BARRIER WALL
SLOPE TO DRAIN
TYPICAL
(SEE PLUMBING
DRAWINGS)
~
44'-0'
75
74
71
70
68
67
66
65
64
63
62
HARBOUR CENTRE
N.E. 29th Ave. A VENTURA, FLORIDA
43'-0'
o
61
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32'-0'
43'-0'
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~
34'-0'
{}
44'-0'
27
28
3' -8" PRECAST
BARRIER WALL
24
8'-0'
25
23
26
8' -11'
IF /
I
I
I
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I
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1
I
I
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22
1
2
26'-1'
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1
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2000
IPTION
34
29
35
30
32
33
36
31
REVISION.
REVISED 7
FLOOR D
34' -0'
9'-11'
I I
37
38
1
LEVEL 3A PLAN
(PARKING GARAGE)
8'-11'
I
I
I
39
I I
3' -8" P~ECAS~
BARRIER I WALL \
\\
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r7~-.
I I
98
\
9
\
26'-0'
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1
\
96
\
\
99
\
1
\
~
1
\
95
\
1
1
I
I
I
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1
I
I
I
I
I
I
I
1
I
1
I
1
I
1
I
1
I
1
/8'~ = 1'-0"
04/13/00
1
" PRECAST
IER WALL
1
1
I
I
I
1
I
1
I
I
I
I
I
I
I
1
I
//
/
/
/
42
I I
I I
41
SCALE.
DATE.
1
40
26'-1 n
40
I I
AUG 0 3 2000
43
41
ELEVATION
+59' -0.
1
1
139
I
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I
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1
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1144
1'-----11
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1
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1
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/
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/
1
93
10" LITE WALL
(lYPI L)
1
35'-8
02
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1
5
03
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4
1
-
90
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1
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1
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1
3
1
05
I ,
1
RECAST
WALL
2
1
I I
- - -~
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06
89
I I
3' -8"
BARRIE
I I
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07
1
1 1
88
86
\
\
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1
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/
/
/
SHEAR WALL
(SEE STRUCTURAL
9
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09
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1
/
/
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/
/
/
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/
8
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85
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1
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1
83
5
3
1
1
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4
1
4
8
1
,
,
~
\
S H LI N E
CORESLAB
3
I I
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80
5
1 1
1 1
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1
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79
3' +8" RRECAS
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1
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9
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32'-0'
77
/
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8
1 1
76
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44' - 0"
24'-0"
v
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38
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1
1
37
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46
ELEV A nON
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PRECAST STAIR
BY CORESLAB
STRUCTURES
WASH LINE
BY CORESLAB
1
1
36
I I
_- - -I
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1
42
1
(TO ROOF LEVEL)
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES
180 NORTHVEST 168th SlRffT
NORTH Jl/AJI BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 (}lAND A JEHU[, SUITE 301
CORAL GABlES, FLfRlDA 33133
o
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48
43
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11
44
34
1
NC
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45
33
50
36' - 0'
RAMP UP
1
1
46
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32
151
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1
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49 \ 48
\
'-8" PREC ST\
ARRIER WA L
\
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36' - 0'
/
/
/
/
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS., .NC
192 N.E 168th Street
NORTH JlAUI BEACH, FlORI/JA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET I SlJ/TE 200
JlAMI, flORIDA 33166
~
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1152
47
30
SHEAR ALL
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1
1
53
1
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54
\
\
\
\
\
\
\
50
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29
1
\,
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51
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1
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1
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/
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Telephone J05/J72 1812 Tfiefax JOS/J72 1175
26
WALL
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/
/
/
54
/
/
/
/
/
53
25
58
34'-4'
1
1
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TO
(
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1
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24
59
1
55
/
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IFE/3
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1160
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22
61
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1
1
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57
21
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32' -0'
62
1
\\
\
\
163 \
\
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58
I I
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-7- --Y-
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20
1
1
593
I
I
I
I
I
I
1
I
3' -8" PRECAST
BARRIER WALL
SLOPE TO DRAIN
lYPICAL
(SEE PLUMBING
DRAWINGS)
..
/;
I
I
I
I
I
I
43'-0'
N.E. 29th Ave. A VENTURA, FLORIDA
60
I I
I I
61
75
72
70
71
74
73
8'-0"
-
--
~
-'
N
~
18851
67
62
HARBOUR CENTRE
65
64
63
1
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288'-0'
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35'-0'
35'-8'
36'-0'
36'-0'
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21
20
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I
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3' -8" PRECAST \
BARRIERI WALL \
~
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94
95
9
1
9'-4'
\
\
\
\
\
8
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1
92
\
\
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1
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9
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1
90
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\
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BARRIER WALL.
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(SEE tTRUCTURAL
8
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81
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79
,
34'-4'
- - - - -1- - - - - -1- - - - -
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76
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4
77
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PRECAST STAIR
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..
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1
71
72
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74
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28
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69
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68
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98
3' -8" PRECAST
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99
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-
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111
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67
65
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63
66
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SLOPE TO DRAIN
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-
I
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36
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37
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42
43
44
I I I I I I
- - - -1- - - - - -1- - - - - -
08
1
45
09
1
46
I
/
I
I
111
I I
- - - -1- - - - - -1- - - -
47
2
\
\
\
\
\
\
\
48
-8" PRECAST
RRIER WAUL
1 1
3
49
1 1
4
50
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1 1
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FE/sl
5
51
1 1
6
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------
1 1
52
7
53
f I
------
1 1
ELEVATION
+69' -6"
8
54
/
/
/
9
\
\
\
\
\
\
\
\
\ 55
\
\
\
\
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1 1
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- -1- - - - - -1- - - - --
56
20
1
57
1
5~
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59
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____--1------
60
62
Ln
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00
~
0-
34' -0'
35'-0'
-8"
11'
24'-0'
36'-0'
36'-0'
34'- 4'
32'-0"
43'-0"
SHEET.
A2.08
REVISION.
ROOF LEVEL PLAN
(PARKING GARAGE)
1/8 = 1'-0"
04/13/00
SCALE.
DATE.
2000
NC
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES
180 NORTHifST 168th STREET
NORTH IllAU1 BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A'LN1lE. SUITE 301
CORAl GABLES, FLOODA 33133
Ne.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH UfAMf BEACH, FLORIOA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SlJITE 200
UlAUI, FLORIDA 33166
ARQUITECTONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone J05/J72 1812 TtJefax J05/J72 1175
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
MODIFIED BITUMEN ROOFING
WITH FLASHING BEYOND
6'7 X 6 TOP ALUMINUM MULLION
COLOR #1 TO BE SELECTED
BY ARCHITECT
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COLOR #1 TO BE SELECTED
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COLOR #2 TO BE SELECTED
BY ARCHITECT
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3" X 2-1/2" ALUMINUM MULLION
COLOR #3 TO BE SELECTED
BY ARCHITECT
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GARAGE
PLAN
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SHEET.
REVISION.
NC.
CIVIL ENGINEERS -
fORTIN, LEAVY, SKILES,
180 NORTH'lEST 168th SlRffT
NORTH IIIAII BEACH, FLORIDA 33162
NC.
. ,
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS
192 N.E 168th Street
NORTH U!AJJIBEACH, FLORIDA 33162
A6.01
(TOWER)
WEST ELEVATION
-0
3/00
1
=
04/
/8"
1
~
SCALE.
DATE.
AUG 0 3 2000
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 (}?ANO A lfNUE, SUITE 301
CORAL GABlEs, FLORIDA 33133
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SlJ/TE 200
IIIAUI, flORIDA 33166
ARDUITECTONICA
550 Brickell Avenue, Suite 200, Miam~ FL 33131
Telephone JOS/J72 1812 Telefax J05/J72
HARBOUR CENTRE
1175
N.E. 29th Ave. A VENTURA, FLORIDA
18851
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TYPE (2) & COLOR (2) TO BE
SELECTED BY ARCHITECT
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BEYOND
8.2
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WITH FLASHING BEYOND
ALUMINUM PANEL INSERT
TYPE (1) & COLOR (1) TO BE
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159'-0"
+
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COLOR #1 TO BE SELECTED
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COLOR TO BE SELECTED
BY ARCHITECT
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COLOR #1 TO BE SELECTED
BY ARCHITECT
(TYPICAL)
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COLOR #2 TO BE SELECTED
BY ARCHITECT
(TYPICAL)
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9th FLOOR T.O.~ _ _ _ _ _ _ ~
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8th FLOOR T.O.~ _ _ _ _ _ _ ~
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7th FLOOR T.O.~ _ _ _ _ _ _ ~
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COLOR #3 TO BE SELECTED
BY ARCHITECT
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SPANDREL GLASS TO
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(TYPICAL)
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+
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GARAGE
PLAN
KEY
~
~
a:::
SHEET.
REVISION.
NC
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHHfST 168th SlRfET
NORTH iliA'" BEACH, FLORIDA 33162
NC
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Streef
NORTH Jl/AUI BEACH, flORIDA 33162
A6.02
(TOWER)
EAST ELEVATION
-0
3/00
1
/8"=
04/1
1
SCALE.
DATE.
AUG 0 3 2000
LANDSCAPE ARCHITECT
CURTIS &: ROGERS
2982 (}?ANf) A 'ENlJE, SUITE J01
CONAL GABlES, flORIDA 33133
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET I SlJITE 200
JIIAJII, flORIDA 33166
A RQUI TEC TONICA
550 Brickell Avenue, Suite 200, Miami, FL 33131
Telephone JOS/J72 1812 Ttiefox J05/J12 1115
HARBOUR CENTRE
18851 N.E. 29th Ave. AVENTURA, FLORIDA
ALUMINUM PANEL INSERT
TYPE (2) & COLOR (2) TO BE
SELECTED BY ARCHITECT
,fl
0'-0"
-,r
190'-0'
l..-
10'-0'
~
9 /16''LAMINA TED
SPANDREL GLASS TO
MATCH VISION GLASS
ALUMINUM PANEL INSERT
TYPE (1) & COLOR (1) TO BE
SELECTED BY ARCHITECT
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COLOR #1 TO BE SELECTED
BY ARCHITECT
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~
~ 8th FLOOR T.O.S...:.- _ _ _ _ _
EL + 87' -0"
I.
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~ 7th FLOOR T.O.S...:.- _ _ _ _ _
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~
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~
II
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6" x 4" ALUMINUM MULLION
COLOR #2 TO BE SELECTED
BY ARCHITECT
r
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3 x 2-1/2" ALUMINUM MULLION
COLOR #3 TO BE SELECTED
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EL + 63' -0"- - - - - - -
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~
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+
~ GROUND FLOOR
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GARAGE
PLAN
KEY
....J
~
~
SHEET.
REVISION.
(TOWER)
NORTH ELEVATION
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHVEST 168th STREET
NORTH 1IIAJ1 BEACH, FLORIDA 33162
NC
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E. 168th Street
NORTH JIIAMI BEACH, flORIDA 33162
A6.03
-0
3/00
1
=
04/1
/8'
1
SCALE.
DATE.
AUG 0 3 2000
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 f1?AND A VENUE, SlJITE 301
CORAL GABlES, FLORIDA 33133
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SlJITf 200
JIIAUI, FLORIDA 33166
ARQUITECTONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone 305/372 1812 Telefax 305/372 1175
HARBOUR CENTRE
N.E. 29th Ave. A VENTURA, FLORIDA
18851
FLASHING BEYOND
6 x 6 TOP ALUMINUM MULLION
COLOR #1 TO BE SELECTED
BY ARCHITECT
~
0'-0'
~
err
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cr
/2'
1-1
PROTECTIVE HANDRAIL (/J
COLOR TO BE SELECTED
BY ARCHITECT
@)
I
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ALUMINUM INTAKE LOUVER
(SEE MECHANICAL DWGS.
FOR DETAILS)
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190'-0
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9 /16''LAMINA TED
S~ANDREL GLASS TO
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I
ALUMINUM PANEL INSERT
TYPE (2) & COLOR (2) TO BE
SELECTED BY ARCHITECT
ALUMINUM PANEL INSERT
TYPE (1) & COLOR (1) TO BE
SELECTED BY ARCHITECT
1---:-:'
C?
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~
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11 th FLOOR -.1.0.5._ _ _ _ _ _ " _ _ _ _ _ _ _ _ _ _ _ _
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10th FLOOR -.1.0.5._ _ _ _ _ _ " _ _ _ _ _ _ _ _ _ _ _ _
EL + 111' -0" I'
~
~
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~
9/16 LAMINATED
CLEAR REFLECTIVE GLASS
I
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6" x 6 ALUMINUM MULLION
COLOR #1 TO BE SELECTED
BY ARCHITECT
-----
1
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9th FLOOR T.O.~ _ _ _ _ _ _ " _ _ _ _ _ _ _ _ _ _ _ _
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~
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6 x 4" ALUMINUM MULLION
COLOR #2 TO BE SELECTED
BY ARCHITECT
.-
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8th FLOOR T.O.~ _ _ _ _ _ _ ~_ _ _ _ _ _ _ _ _ _ __
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~
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~
7th FLOOR T.O.~ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _
EL + 75' -0"
~
/
I
I
3" x 2-1/2" ALUMINUM MULLION
COLOR #3 TO BE SELECTED
BY ARCHITECT
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~
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9/16 LAMINATED
SP ANDREL GLASS TO
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~
NVGD)
+
~ GROUND FLOOR
EL = 0'-0 (8'-0
GARAGE
PLAN
KEY
-1
~
a::
SHEET.
REVISION.
NC
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTH'ltfST 168th STREET
NORTH IIIAJII BEAOI, FLORIDA 33162
NC.
.,
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS
192 N.E 168th Street
NORTH U1AMI BEACH, flORIDA
A6.04
(TOWER)
SOUTH ELEVATION
-0"
3/00
=
04/1
/8'
1
SCALE.
DATE.
...
~
AUG 0 3 2000
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A'LNIJE, S/JITE JOI
CONAL GABlES, FLfRDA 33133
33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET I SlATE 200
MAUl, flORIDA 33166
A RQUI TEC TONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone 305/372 1812 T~efox 305/372 1175
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
D
Q
~
KEY PLAN
SHEET.
A6.05
TOWER
-1
~
0:::
-2'
T.O STAIR 4 BULKHEAD
EL. + 79' -6-;;--
T.O.S. STAIR #4
EL. + 78' -2"
T.O. PARAPET
EL. + 73' -2"
ROOF LEVEL T.O.S.
EL. + 69' -6"
LEVEL 3A T.O.S.
EL. + 59'-0"
LEVEL 2B T.O.S.
EL. + 48' -6"
LEVEL 2A T.O.S.
EL. + 38' -0"
LEVEL 1 B T.O.S.
EL. + 27' -6"
LEVEL 1 A T.O.S.
EL. + 1 7' -0"
GROUND LEVEL
EL. + 0' -0" ( 8'-0 NVGD)
LEVEL 1 A T.O.S.
EL. + 17' -0"
GROUND LEVEL
EL. + 0' -0" ( 8'-0 NVGD)
REVISION.
2000
(.0
I
o
..--
(.0
I
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..--
(.0
I
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..--
(.0
I
o
..--
o
I
r-....
..--
WEST ELEVATION
(PARKING GARAGE)
SCALE. 1/8"=1 '-0"
DATE. 04/13/00
83'-0'
0'
(.0
I
o
..--
o
I
r-....
..--
N
I
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..q-
o
I
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""
---------------------
59'-11'
ST AIR =11=4
BULKHEAD
47'
TYP.
DIAGONAL ARCHITECTURAL
ALUMINUM GRILLE
ANCHORED TO STRUCTURE
(COLOR TO BE
SELECTED BY ARCHITECT)
DIAGONAL ARCHITECTURAL
ALUMINUM GRILLE
ANCHORED TO STRUCTURE
(COLOR TO BE
SELECTED BY ARCHITECT>
TYP.
-------------------
-9
TYP.
I
------
--1---
NC.
JOINT BETWEEN.
PANELS & SHEAR WALL
(SEE CORESLAB DWGSJ
INTERIOR DRIVEWAY BEHIND GRILLE
CIVIL ENGINEERS -
fORTIN, LEAVY, SKILES,
180 NORTH'ltfST 168th STREET
NORTH JlAJJI BfAOf, flORIDA 33162
LANDSCAPE ARCHITECT
CURTIS &: ROGERS
2982 (}lAND A 1tfNUE, SIlITE 301
CONAL GABLES, flORIDA JJ1JJ
SHEAR WALL
BY CORESLAB
PARKING
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS., INC
192 N.E. !68th Street
NORTH UlAJJI BEACH, flORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SUITE 200
UlAUI, flORIDA 33166
WEST ELEVATION
60'-1
SHEAR WALL
BY CORE SLAB
---1--
REVEAL
TYPICAL
OVERHEAD
TIL T -UP GA TE
(MOTORIZED)
BEYOND
OVERHEAD
TIL T -UP GATE
(MO TOR/ZED)
;,
ATTENDANT BOOTH TRAFFIC GATE
TYPICAL ARM
ARDUITECTONICA
550 Brickell Avenue, Suite 200, MiamI; FL 33131
Telephone 305/J72 1812 Telefax 305/J72 1175
59'-11'
------
~-------------------,
I I
L____ L____J
ELEVATOR =11=5 & =11=6
MACHINE ROOM l'
~ T.O. PARAPET _ _ ~
EL. + 95'-5" ~
""-
~ T.O.S. EL~#~ U~ _ _
EL. + 94'-1"
~ T.O.S. ELEV~MAC~RM __
EL. + 85' -11 "
STAIR =11=3 -----
BULKHEAD
PRE-CAST PANELS---
BY CORE SLAB
(TYPICAL)
ARCHITECTURAL ~
ALUMINUM GRILLE
TO BE ANCHORED
TO STRUCTURE. ~
(COLOR TO BE
SELECTED BY ARCHITECT)
0 00
I I
':.::t- I""")
..-- ..--
~
-
0
I
':.::t-
..--
ST AIR =11=3
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
E
F
G
H
~
183'-0
~
1'- 2'
,,~-
59'-11'
~
60'-10'
~
59'-11'
1'-2'#
ROOM PARAPET
T.O. ELEV. MACH
EL. + 95'-5
~
~
T.0.5. ELEV. #5 &J.6 BULKHEAD
EL. + 94' _1"
ROOM
MACH
l'
~ T.0.5. ELEV.
EL. + 85'-1
LINE OF OVERHANG
EL. + 78' _6"
T.O. PARAPET
EL. + 73'-2
ROOF LEVEL T.0.5
EL. + 69' _6"
~
~
~
ST AIR #3
BULKHEAD
SHEAR WALL
BY CORESLAB
JOINT BETWEEN.
PANELS & SHEAR WALL
(SEE CORESLAB DWGSJ
3' -8- BARRIER WALL
BY CORESLAB
K------
L.n
I
r-
'"
-- -----
-- -----
- - - - - - - - - - - - -....- - - - - - - -
.....---
*
N
I
00
~
1
ELEVATOR #5 & #6
MACHINE ROOM
SHEAR WALL
BY CORESLAB
REVEALS
TYPICAL
-------- ---- -~
---- ---t-
+- - - - - --+--\ - - - -+
-f------------
-+-
<.D
I
(::)
~
--
LEVEL 3A T.0.5
EL. + 59'-0
~
~
-= OPEN=-
_____________________L
<.D
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--==OPEN==-
-
OPEN-
-OPEN=====:
LEVEL 2B T.0.5
EL. + 48'-6
~
~
-+-----~-----+-
---
<.D
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~
--== OPEN::::=:
~-----;------+-----------------
-OPEN_
LEVEL 2A T.0.5
EL. + 38'-0
~
"
I'
---------------------
+------+------+
~OPEN-
1 B T.0.5
27' -6
1 A T.0.5
17' -0
xxxx
~
xxx
xxxx
"
'"
-0
I
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~
00
I
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~
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~
~
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KEY PLAN
- I
REVISION. - SHEET I
~ ADDENDUM #1 6/7 /001
ELEV. MACH ROOM A6.06
REVISED 7 12 2000
FLOOR D SC IPTION
I
+-----------+
OPEN_
~OPEN====--
'~
J_____________________
---------------------
LEVEL
EL. +
LEVEL
EL. +
TOWER
D
Q
--I
~
a::::
-
~
~
NVGD)
8'-0
~ GROUND LEVEh
EL. + 0'-0 (
EAST ELEV A liON
(PARKING GARAGE)
SCALE. 1/8"=1 '-0"
AUG 0 3 2000 DATE. 04/13/00
<.D
I
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~
~
~
~
8- CMU WALL WITH STUCCO FINISH
COLOR TO MATCH PANELS BY CORESLAB
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTHYtfST 168t11 SlRfET
NORTH 1IIAJ11 BfA(}I, RORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRAND A VENUE, SlJITE 301
CORAL GABLES, RORIDA 33133
NC.
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168t11 Streef
NORTH 1IIAUI BEACH, RORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th 5THm, SlATE 200
1IIAMI, RfRII)A 33166
xxxx
A RaUl TEC TONICA
550 Brickell A venue, Suite 200, MiamI; FL 33131
Telephone 305/372 1812 TeJefax XJ5/J72 1175
<.D
I
o
~
L
---== OPEN ==-
--===OPEN===-
xxxxx
DIAGONAL ARCHITECTURAL
ALUMINUM GRILLE
ANCHORED TO STRUCTURE
(COLOR TO BE
SELECTED BY ARCHITECT)
-f------+------+-
==OPEN-
----1---- ---------------- ----1---- ---
OPEN
---- ---- ---------------- ------ ----
~
.~
",'
::
~
ST AIR .4
BULKHEAD
PRE-CAST PANELS
BY CORESLAB
TYPICAL
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
---------------------
~OPEN====
.::::::::. OPEN ====-
J
-0
(3
/ 1-,
/ 7
-0" / 1/ 34'-0" 1/ 35'-0" '" 35' -8" -' 36'-0" 1/ 36'-0" 1-, 34' -4" 1/ 32'-0" 1-, 43'-0" 1/ -'
~ ~ ~ ~ ~ ~ ~ '/ / 77
I I I I I &A I I
I I
9
9
9
288'-0
9
9
9
9
9
l'
---------------T- TOP OF PARAPET MACH RM
EL. + 95' -5"
I CD
I
O'l
-- ~ . T.O.S. ELEV. MACH ROOM
-------------- --
EL. + 85' -11 "
O'l
I
N
~
- , T.O. PARAPET
Co EL. + 73' -2"
I
..---- -- --- ---. r-r" ROOF LEVEL T.O.S.
EL. + 69' -6"
-
------
:OPEN CD
---- I
---- a
- ~
"---- -- --- ---. ... LEVEL 3A T.O.S.
EL. + 59' -a"
-
------
=OPEN - CD
---- I
---- 0
- ~
.---- -- --- ---.. "- LEVEL 2B T.O.S.
EL. + 48' -6"
-
------
:OPEN CD
---- I
---- a
- ~
---- -- --- ---.. ~ LEVEL 2A T.O.S.
EL. + 38' -a"
-
------
:OPEN CD
---- I
---- 0
- ~
---- -- ---. - --- ~ LEVEL 1 B T.O.S.
EL. + 27' -6"
-
---- -
OPEN -
CD
---- I
---- a
- ~
---- -- ---.. ~ LEVEL 1 A T.O.S.
EL. + 1 7' -a"
-
~ ~ a
~ CLEAR I
OPEN r--
~
/ v
~ ~
~
'"
- ~ GROUND LEVEL
EL. + 0' -a" ( 8' -a" NVGD)
-
D ~
TOWER
GJ T
-I
~
0:::
KEY PLAN
-
-
NORTH ELEVATION REVISION. SHEET.
f (PARKING GARAGE) 1 /2000
~ I SCALE. 1/8"=1'-0" A6.07
AUG 0 3 2000 DATE. 04/13/00
ST AIR .4
BULKHEAD
----
OPEN =====OPEN
-
- ----
-
OPEN =====OPEN
-
_. ----
-
OPEN =====OPEN
-
-, ----
-
OPEN: :===::OPEN
- -
- - --
- -
OPEN: --
--
- -
- - --
-
a Co
I I
":.:t- t.r) ~
~ ~
. ~ iiiiiiiiiiiiiii
- -
STUCCO ON 8- CMU WALL
- - -
HARBOUR CENTRE
18851 N.E. 29th Ave. A VENTURA, FLORIDA
OPEN
JOINT BETWEEN.
PANELS
(SEE CORE SLAB DWGSJ
OPEN
OPEN
PRE-CAST PANELS
BY CORESLAB
OPEN
OPEN
4 BULKHEAD
T.O.S. STAIR
EL. + 79'-2
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
NC.
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES,
180 NORTH'ltfST 168th SlRffT
NORTH IIIAIII BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A VENUE, SIJ!Tf 301
CORAl CABlES, FURDA JJ1JJ
NC.
ALUMINUM POST ANCHORED TO
SLAB AND SPANDREL FOR
SUPPORT OF DOORS (TYPICAU
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E. 168th Street
NORTH MAlI! BEACH, FLORIDA JJ162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC
8510 NW 56th STREET, SlJlTE 200
U1AJ11, flORIDA JJ166
DIAGONAL ARCHITECTURAL
ALUMINUM GRILLE
ANCHORED TO STRUCTURE.
(COLOR TO BE
SELECTED BY ARCHITECT)
ARDUITECTONICA
550 Brickell Avenue, Suite 200, Miam4 FL 33131
Telephone J05fJ72 1812 Telefax JOS/J72 1175
9
I~
9
I
o
I
9
I
9
I
9
I
288'-0'
9
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~
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34'-0
~
35'-0"
~
11'-8'
*
24'-0'
*
36'-0'
*
36'-0"
-*
34'-4'
-*
32'-0'
-*
43'-0'
- 0#
l'
ELEVATOR .5 & .6
MACHINE ROOM
REVEAL TYPICAL
-
~ ~L~' :A:~;_~,,~EV. MACli ROO~ _ _ _ _ _ _ _ _ ~
~ T.O.S. ELEV.:....lI~UfL _ _ --=1 "1 " '-- - - - - --
EL. + 94' -1" - - - - - - - - - - - - - - - - -
~
LINE OF OVERHANG
BY CORESLAB
-+- .- - - - -7...
--- ---
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ST AIR *4
BULKHEAD
JOINT BETWEEN.
PANELS <TYPICAL>
(SEE CORESLAB DWGSJ
~ T.O.S. STAIRJUULKHEA~
EL. + 78' -2"
~----#-
PRECAST PANELS
BY CORESLAB
ST AIR .3
BULKHEAD t
- - - -+- - - -.- - - - - - -
REVEAL
BY CORESLAB
\
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co
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~
~ T.O.S. ELEV_MACH-BOOM__
EL. + 85' -11 "
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t
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T.O. PARAPET
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EL. + 69' -6" - - - - -
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.
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OPEN
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- - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - +- - - - - - - - - - - - - - - --+- - - - - - - - - - - - - - - - -I-- - - - - - - - - - - - _ _ _ _ -I-- - - _ _ _ _ _ _ _ _
=-----
OPEN
-
--
-
~
LEVEL 3A T.O.S.
EL. + 59' -0" - - - - -
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-
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LEVEL 28 T.O.S.
EL. + 48' -6" - - - - -
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---------+----------------+-----------------+----------------__1__------____
..,
~ - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - -
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LEVEL 2A T.O.S.
EL. + 38' -0" - - - - -
.
*
I;
-1-------------------+-----------------1------------
-----------4---
-
-
-+- - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - -
-
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-1------------
t
*
1 8 T.O.S.
27'-6" - - - --
LEVEL
EL. +
.
t
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+- - - - - - - - - - - - - - - -I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
co
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OPEN
OPEN -
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:::OP~N :::
--
-===OPEN
OPEN
OPEN
OPEN
----
--
---
~--
- -
-- -
_____ -----r
-------{_==J
OPEN
(LOADING
BEYOND)
-
~
-+------------------+-----------------+-----------
xx
xxx
T
---------+-----------------+-
-----+----------
--
------
- - - -1-
-t------------ ----- 1----1:::::=
... -
~ ---
I
~
--------------+--
x.xxxx
xxx
OPEN
DR/VEW A Y
BEYOND
CLEAR
1 A T.O.S.
17'-0" - - - - -
LEVEL
EL. +
~
'"k-
--1
1::>
I
;,-
........
"'0
I
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........
xxx
XXXX)Q(X
A\
XXXX
xxx
x
XXX_
::
CU
4
'~
~ GROUND LEVEL
EL. + 0' -6" (8' -O"NVGD)-
'"
'i:
MOTORIZED HUNG]
DOOR SYSTEM,
BEHIND SPANDREL PANEL,
TO MAINTAIN
14' CLEARANCE
,
A TTENDANT BOOTH
BEYOND
OVERHEAD TILT-UP
GA TE (MOTORIZED)
DIAGONAL ARCHITECTURAL
ALUMINUM GRILLE
ANCHORED TO STRUCTURE.
(COLOR TO BE
SELECTED BY ARCHITECT)
TOWER
D
GJ
-1
~
a::
.
KEY PLAN
SHEET.
A6.08
REVISION.
~ ADDENDUM 11 677700
ELEVATOR MACH. ROOM
REVISED 7612~2000
FLOOR D SC IPTION
SOUTH ELEVATION
(PARKING GARAGE)
1 /8' = 1 ' -0
04/13/00
SCALE.
DATE.
~
AUG 0 3 ZOOO
NC
CIVIL ENGINEERS -
FORTIN, LEAVY, SKILES
180 NORTH'ltfST 168th STREET
NORDi Jl/AJI/ BEACH, FLORIDA 33162
LANDSCAPE ARCHITECT
CURTIS & ROGERS
2982 GRANO A -.rNllf. SUITE 301
CORAL CABLES, FLOODA 33133
NC
STRUCTURAL ENGINEERS -
GOPMAN, CONSULTING ENGINEERS.,
192 N.E 168th Street
NORTH U/AJJ/ BEACH, FLORIDA 33162
MECHANICAL/ELECTRICAL/PLUMBING ENGINEERS -
JOHNSON, HERNANDEZ ASSOC., INC.
8510 NW 56th STREET, SlJlTE 2()()
UlAUI, FLORIDA 33166
ARDUITECTONICA
550 Brickell A venue, Suite 200, Miami FL 33131
Telephone 305/J72 1812 Telefox J05/J72 1175
HARBOUR CENTRE
18851 N.E. 29th Ave. AVENTURA, FLORIDA
#