09-07-2004 Plans
~-~~~~~._-,~&
O~NER
MOURIZ
SALAZAR
. MECHANICAL/
ELECTRICAL/
PLUMBING
. STRUCTURAL
. CIVIL
. LANDSCAPE
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MERGO GROUP @ AVENTURA LANDIN6
.JESUS VELEZ
DIRECTOR OF DEVELOPMENT
6365 COLLINS AVE.
MIAMI BEACH, FL. 33141
(305) 868-4541
MOURIZ / SALAZAR 4 ASSOCIATES
ARCHITECTS c$ PLANNERS
16<::15 SOUTH ~EST 104TH STREET
SUITE 100
MIAMI, FL. 33156
(305) 213-<::1<=111
FL. AA C0008<=15
FLORIDA ENGINEERING SERVICES .'
34 NORTH ~EST 168TH STREET
NORTH MIAMI BEACH,
FLORIDA 3316<=1
(305) 653-0212
{'
DE LOS REYES ENGINEERING, INC.
4<=110 SOUTH ~EST 12 AVE.
SUITE 101
MIAMI, FLORIDA 33155
(305) 665-2118
FORD ENGINEERS, INC
CIVIL <$ ENVIRONMENTAL ENGINEERS
1<::150 N~ <=14th AVENUE.
MIAMI, FLORIDA 33112
PHONE: (305) 411-6412
FAX: (305) 411-8054
MARIANO CORRAL
LANDSCAPE ARCHITECT c$ PLANNER
2<=1<=15 S.~. 110 AVE.
MIAMI, FL. 33165
PHONE: (305) 551-1262
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PROPOSED REVISION TO ADMINISTRATIVE SITE
PLAN APPROVAL -.THE LANDINGS I 01-SP..03
JULY 00, -Z001
INC.
FLOOD LEGEND
Project Name: TERZETTO CONDOMINIUMS
Legal: SEE SURVEY
Address: -
c.roY'in Or Road Elev. @ +/- 5.61 (ALONcS EXIST. NE 185 5T. ) entrance drive~a~ is +/- 5.6 Ft. NcSVD.
Cro~n Or road elevation ~as taken From a certiried surve~ prepared b~
PL5 License No. - For the rirm Or -
Drainage Plans Attached
DERM/lI'iC - Not Yet Applied For
5FlI'iMD - N/ A
Total Impervious Area XXXXX sq. Ft.
Underground Parking : Yes
Basement: Partial
Proposed
N/A
Have these sites or other portions Or these properties been granted a CLOMR or Final LOMR? No
Project is located in Federal Flood Zone: AE (I, 8) per Community Panel No. 84, Map No. 120695
dated March 2,1C1Gf4
.
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- -- - ---
Adjacent cSrade Elevation
(next to the ~all or the structure)
*** Ft..$ Ft. N6VD
Lo~est Floor Elevation
(including lobb~/sunken areas)
Proposed Gf.OI Ft. NcSVD
Belo~ grade parking/basement elev.
cSarage/5torage
Floor Elevation
Gf.O' Ft. NcSVD
11-0" Ft. NcSVD
RECE!VED
AUG 0 6 2004
COMMUf\!JTY DEVELOPMENT
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DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
JUNE 200-4
AS SHO~
1046.0
~~~
JUL 3 0 2004
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ELEVATION LEGEND
CD FOAM 7RIM ( ~ TO 7RIM PROFlu:oN SERIES 6 D~'&),
o GLA'I" SARREL l<OOF TILe5
@ UGKT rexnJRE SKIP TROI'e.fP s= FINISIl.
e SMOOTH STVGGO FINISH
@ ALUJooIINVi'l AAILIN5 IN FRONT OF 4:2" HI6H SOLID lSoU~ l"W..L
@ DEGORATIVE ,o,uJMINVi'l AAILI~ @
(2) Sl1iGGO DETAIL
@ J:>RY'ERI BA1H EXHAUST. @
o ALUJooIINVi'l1l'teLLIS MeMBeRS.
@ 5GORE LINE.
o STUGGO FA5GIA.
@ f'R!;GAST STONE
GOIJAoolN CoN' I SASE. ( FOAM ~ NOreD ),
@ . PRE:GoAST STONE GOUMN.
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DATE
SCALE
JOB NO.
SHEET
.JUNE 200~
AS SHO~
1046.0
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JUL 3 0 2004
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SHEETS
ARCHITECT
-
21420 BISCAYNE BOULEVARD
AVENTURA, FLORIDA
SHEET LIST
# - TITLE
AO.01 COVER SHEET
AO.02 DATA SUMMARY & PARKING DETAIL
SURVEY SHEET
C-1 PAVING GRADING DRAINAGE
C-2 PROP. WATER & SEWER SERVICE PLAN
A1.00 SITE PLAN, FLOOD CONTROL,
& OFFSITE SKETCH
A1.01 GROUND LEVEL FLOOR PLAN
& 2ND LEVEL PARKING PLAN
A1,02 PARKING FLOOR PLANS:
TYP. LEVEL AND 7TH LEVEL
A1.03 TYPICAL OFFICE FLOOR PLAN
(8TH, 9TH, & 10TH FLRS), ROOF PLAN
A2.00 ELEVATIONS - NORTH & SOUTH
A2.01 ELEVATIONS - EAST & WEST
LP-1 LANDSCAPE PLAN AND LIST
PERSPECTIVE OF SOUTH FACADE
M,E,P, ENGINEERS
FIRE SPRINKLER + ALARM
CIVIL ENGINEERS
LANDSCAPE
ARCHITECT
SURVEYOR
OWNER
STRUCTURAL ENGINEERS
ARCHITECTS FRANYIE ENGINEERS INC. EUGENIO L. OCHOA P.E. COSTAL SYSTEMS, INC. MARIANO CORRAL & A~3S0C. AFA & COMPANY INC. DR. LEONARD HOCHSTEIN
INTERIOR
DESIGNERS 10610 NW 27 TH STREET 4870 S.W, 72nd AVENUE 464 S. Dixie Hwy 2995 S.W. 110 AVENUE 13050 S.W. 133rd COURT 19495 BISCAYNE BLVD. SUITE 204
KGBI KARP MIAMI, FLORIDA 33172 MIAMI, FLORIDA 33155 CORAL GABLES, FLORIDA 33146 MIAMI, FLORIDA 33165 MIAMII, FLORIDA 33186 AVENTURA, FLORIDA 33149
AIA/ASID/NCARB
Tel: (305) 945-3636 TEL: (305) 592-1360 TEL: (305) 667-1657 TEL: (305) 669-6258 TEL: (305) 551-1262 TEL: (305) 234-0588 TEL: (305) 931-3338
(305) 732-2512 FAX: (305) 594-9279 FAX: (305) 667-1790 FAX: (305) 661-1914 FAX: (305) 793-0665 FAX: (305) 234-0423 FAX: (305) 931-3324
Fex: (305) 945-3737
17100 CellIne Ave. Suite 209
Mlemt Beach. Florida 33160
Revisio ns
No. Date Description
- --.- -~--_.
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0357
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED, USED, OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN, INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PlJ\NS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE-SAFETY
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORITY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13.4.4 OF (FLORIDA
BUILDING CODE 2001)
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1---_ _~_____ n_~ ~..- --- ~-
Drawn by JMG
------- ________u_.___u__.. _.- _._
Checked By KK
~~ -------------. --- -
Scale 1/8"=1'-0"
AO.01
CADID:
THIS PROJECT
NE 214 TER.
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<J [) SCALE: 1 "=300' APPROX.
.
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PARKING BY DISABLED
PERMIT ONLY
TWO-WAY ZONE
AND
FINE UP TO $250.00
a
J'I)
12"
PARKING BY DISABlED
PERMIT ONLY
TWO-WAY ZONE
AND
FINE UP TO $250.00
.
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Fig. 9( d)
12"
Fig. 9(e)
HANDICAP
PARKING
SIGNAGE
INSIDE FACE OF WALL
.
ClJ
I
I IN
~PRECAST CONC
WHEEL STOP
(TYP. )
WHITE
(RECOMMENDED)
ACCESSIBLE
PARKING SPACE
"'- SLOPE SHALL NOT
EXCEED 2% IN ALL
DIRECTIONS
STANDA,RD
PARKING SPACE
STANDARD
PARKING SPACE
BLUE
e
ACCESSIBLE SYMBOL IN
WHITE 3 TO 5 FEET HIGH
9' -0" MIN.
12' -0" MIN.
5'-0"
9' -0" MIN.
4"
WHITE
TYPICAL DETAIL
HANDICAP & S"TANDARD
PARKING SPACES & NOTES
NOT TO SCALE
1. ALL HANDICAP PARKING SPACES MUST BE SIGNED
AND MARKED IN ACCORDANCE WITH THE STANDARDS
ADOPTED BY THE DEPARTMENT OF TRANSPORTATION.
2. USE OF PAVEMENT SYMBOL IN HANDICAP PARKING
SPACES IS OPTIONAL.
3. TOP PORTION OF Fig. 9(d) AND 9(e) SHALL HAVE
A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
4. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND
BORDER (SEE Fig. 9(d) AND 9(e).
5. Fig, 9(d) AND 9(e) MAY BE FABRICATED ON ONE PANEL
6. Fig. 9(d) MAY BE SUBSTITUTED FOR Fig. 9(e) IN
AREAS WHERE SPACE IS LIMITED.
7. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7
FT. FROM PAVEMENT TO BOTTOM OF SIGN).
SITE PLAN INFORMATION:
LEGAL DESCRIPTION
PROJECT DESCRIPTION
PARCEL I:
A port ion 0 f lot 1 in B I 0 c k 3 and the rig h t - 0 f - way ad j ace n t
thereto, in Section 34, Township 51 South. Rouge 42 East. " MAP OF
THE TOWN OF HALLANDALE, DADE COUNTY, FLORIDA" according to the
plat thereof as recorded in Plat Book "?" Page 13, Public Records
of Dade County, Florida, more particularily described as:
New Construction of a ten story
Medical Office Building. Floors 1
through 7 are parking levels,
floors 8 through 10 are medical
office space. Proposed building
to be fully sprinklered, type I
construction. Building Maximum
height is + 139' -0" AFG.
SEWER: MIAMI DADE WATER AND SEWER DEPARTMENT
GARBAGE & TRASH COLLECTION: PRIVATE
TYPE OF OCCUPANCY (AS PER F.B.C.): B (BUSINESS)
Begin in the intersection of the Westerly Righ-of Way line of Federal
Highway(U .S. No.1) with the North line of the Northwest ~ of sain
Section 34 as shown on the "Right-of-WayPlans for rood No.4"
according to the Plat therof as recorded in Plat Book 34, at Page
54, of the Public Records of Dade County: Florida and run West
along the aforesaid. North line of the Nodhwest ~ for 320.8';
thence South 1019'20" East along a line porallel with and 222' West
of the West line of the aforesaid Lot 1, Bock 3, for 100.03'; thence
Wast along a line parallel with and 100' South of the said North line
of the Northwest ~ for 294.61' to a point on the Westerly
Right-of-way line of Federal Highway; said point bears South
75047'33" East from the radius point of tr,e next described curve;
thence Northeasterly along a circular curve to the left being
coincident with the aforesaid Westerly Right-of-Way line of U.S. No.
1 having a radius of 3784.83" and a central angle of 10 33' 24"
for an arc distance of 102.83' to the point of beginning, lying and
being in Dade County, Florida.
18,938 S.F.
18,938 S.F.
18,938 S.F.
56,814 S.F.
I F.A.R. BREAKDOWN:
FLOOR
F.A.R. PER FLOOR
LEVEL 10
LEVEL 9
LEVEL 8
TOTAL
AND
Lot 9 & 10 Block 24 of: "Hallandale Park'> According to the Plat
thereof as recorded in Plat Book 12 at Poge 37 of The Public
Records of Miami-Dade County, Florida.
FAR ALLOWED & PROVIDE:D:
ffi
2 42,712 SJ. X (.40 + (.11/ADDITIONAL STORY X 9, or 0.99) - 1.39*42,712 =
TOTAL GROSS FLOOR AREA PROVIDED LEVELS 8-10 (PARKING NOT INCLUDED) =
GROSS FLOOR AREA AT PARKING LEVELS 1-7 ONLY =
TOTAL GROSS FLOOR AREA PROVIDED (INCLUDING PARKING) =
1001,259 S.F.
157,073 S.F.
ffi1
LOT COVERAGE ALLOWEI) & PROVIDED:
42,712 S.F. x .35 % MAXIMUM LOT COVERAGE per 31-144 F(4)d.(4)
LOT COVERAGE PROVIDED
= 14,949 S.F.
= 14,443 S.F.
PROJECT DATA
( M 0 - MEDICAL OFFICE DISTRICT)
ITEM
ALLOWED/REQUIRED
PROVIDED
MINIMUM LOT SIZE
FRONTAGE
MINIMUM YARD SETBACKS:
BISCAYNE BLVD. (EAST)
65,340 SF
100'-011
r 42,712 SF I VARIANCE REQUESTED
102.79'
501-011
50'-011
REAR (WEST)
251-011
891-811
SIDES (NORTH)
01-011
10'-011
(SOUTH)
201-011
20'-011
o
OJ
..-
MAXIMUM BUILDING HEIGHT (FEET)
1761-0"
1391-011
8"
4"
MAXIMUM NUMBER OF STORIES
10
10
21,503 S.F.
MINIMUM LANDSCAPED OPEN SPACE 40% (GSF)
PARKING REQUIRED:
PARKING PROVIDED:
1 SPACE/300 S.F. GROSS FLOOR AREA
56,814/ 300 S.F. = 190 REQUIRED SPACES
PARKING BREAKDOWN
FLOOR
STANDARD HANDICAP TOTAL
LEVEL 7 36 1 37
LEVEL 6 33 1 34
LEVEL 5 33 1 34
LEVEL 4 33 1 34
LEVEL 3 33 1 34
LEVEL 2 25 1 26
LEVEL 1 34 2 36
TOTAL 227 8 235
TOTAL PROVIDED 235 SPACES
H.C./STROLLER/LOADIN(3 REQ'D
H.C. REQ'O. 7 SPACES FOR BETWEEN 201 & 300 SPACES
H.C. PROVIDED 8 SPACES
2 STROLLER SPACES PROVIDED
2 10'-0" X 25' -0" LOADING AREAS REQUIRED + FROVIDED
NOTE: FURNISH AND INSTALL 5 LBS A-B-C F~RE EXTINGUISHERS SET INSIDE FIRE EXTINGUISHER CABINETS.
CABINET HEIGHT +5'-0" ABOVE FINISH FLOOR TO TOP OF CABINET. MAXIMUM CABINET SPACING AT 1 PER
2,500 S.F. MAXIMUM DISTANCE 75' BETWEEN FIRE EXTHINGUISHERS. ONE CABINET MUST BE VISABLE FROM
ANY INTERIOR LOCATION.
Revisions
No. Date Description
8 06-22.04 ZONING COMMENTS
6 -~ -
08-10-04
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0357
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED. USED, OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN. INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE-SAFETY
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORITY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13.4.4 OF (FLORIDA
BUILDING CODE 2001)
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J-.-_ ~_ -_ - '- _ -oJ -'"C- _ ,- ':""{ - ~ -.:'--.:-';:.:t,-:c, _ -~...-:t. :1 - 5% SLOPE ~;i c::==::J r:=::=:::l < t' .-,", c=::=::l I c=:=:::::l r::==:::::J c:::=:=J l: :, ~......-l;~ _~ ~ _~.J:>~ ~ .--' ~-':1 _-= -~_- rl :j
I \,-.'.5;-~xCf;:':S'.::::5~- -,.:--_ -~Y~.':ii~- _..:;'::;'-5'\-.'; :.k'~~,.;--X---.:;'::o.:: '):.5;:.:': ':0t II \ i ' .' 'lr ~ - --',~ ~>"- -~~"<__:;"___~;:''11 .~'-- _i"' 0, .ro". -_~.:::c"_- NOTE: SIGNAGE APPROVAL IS :>(
~__ \ ,&'1:C-~~J:;:; -- s:.~;:c;~.J..r: -:"J::~'1::' t::';(;;:_~-_:.-..' ~-.:."i;-~- ,'.J:i;.,..1' I . J:'JC--'i:J-::_-~---_,'-C.,,-,~.-';-~~ STAIR UNDER SEPERATE PERMIT \ :.:
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I <'-:v 0:- -.h.j;~~-c.'.1iL,~~Cc:':L ~, I CHANNEL LEITER SIGN -
x..J. ~::c::: ~h~::;:r.;;-~~-:c ,-- . NOTE: SIGNAGE APPROVAL IS PARKING
L - - - :;;,..~~~~':):;~~_ - _ _ _ U UNDER SEPERATE PERMIT I
~, ~~._ I
i:;J:;:'~X~ :'H-k---::CJi>'5'r'5'r'3 .~_ IT B (N) FIRE : NOTE: FOR PARKING I
~A~c~~:,:::-c~~~~-~ _~~ l HYDRANT@iSUMMARYFORTHE/'
~~~~~5:c~~~-c --_"" 12' MAIN SERVICE
~'_ :Lc-1.c-~~~~ L'-*~-~- )..c~! SITE ~ FIRST FLOOR, REF A1.DO.
I TOTAL FOR BUILDING: 235
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N.E. 214th Terrace
~
CROWN OF ROAD ELEVATION: + 7.331 N.G.V.D. CROWN OF ROAD ELEVATION WAS TAKEN FROM
A CERTIFIED SURVEY PREPARED BY AFA & CO., INC. ARMANDO ALVEREZ PLS #5526
PER FLOOD MAP ON PANEL 082J: Zone AE Flood Elevation = +6.00..
DRAINAGE PLANS ATTACHED (IF <2 ACRES IMPERVIOUS PLANS SHALL BE STAMPED WITH THE DERMjWATER CONTROL
SECTION APPROVAL) (SITE IS LESS THAN 2 ACRES).
DERM/WC - SURFACE STORMWATER CLASS II No. PERMIT ISSUED
SFWMD - ENVIRONMENTAL RESOURCES PERMIT (COpy ATTACHED)
TOTAL IMPERVIOUS AREA: 14,443 SF UNDERGROUND PARKING: Y~
BASEMENT: y~
HAS THIS SITE OR OTHEH PORTIONS OF THIS PROPERTY BEEN GRANTED A CLOMR OR
FINAL LOMR? (CIRCLE ONE): YES, LOMR # NO.
J ,
g'-O' X 18'-0'/PARKING -IllUMINATED REVERSE 1<b
STAllS W/4' WlbE WHITE CHANNEL LEITER SIGN - y'
PAINTED STRIPING (TYP) NOTE: SIGNAGE APPROVAL IS X
. . UNDER SEPERATE PERMIT
ED ~~:~:~,~~
FLOOD LEGEND
Commercial, tndustrial
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ADDRESS: 21420 BISCAYNE BLVD.
1 of bloc~\ 3, 9 + 10 of block 24
BLOCK: 3 + 24
SUBDIVISION: 'HALLANDALE PARK'
PLAT BOOK: 12
PAGE: 37
MEETS & BOUNDS:
FOLIO:
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LOWEST FLOOR ELEV. ADJACENT GRADE ELEVATION
(INCL. BASEMENT / SUNKEN AREAS)
(NEXT TO THE WALL OF THE STRUCTURE)
PROPOSED +8.50. N.G.V.D.
PARKING AREA +8.00' N.G.V.D.
+8.00' N.G.V.D.
+ 7.50' N.G.V.D.
O' - 011 = +8.00' N.G.V.D.
;/
Revisio ns
No. Date Description
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03 7
ALL DRAWINGS AND WRITIEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED, USED. OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN, INC. AlA. (c) 2000
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TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE-SAFrn
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORI1Y IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13.4.4 OF (FLORIDA
BUILDING CODE 2001)
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ALL DRAWINGS AND WRITTEN MATERIAL
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LICATED, USED, OR DISCLOSED WITHOUT
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DESIGN, INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE -SAFETY
STANDARDS AS DETERMINED BY THE LOCAL
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No, Date
Description
0357
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
KOBI KARP AlA, AND MAY NOT BE DUP-
LICATED. USED, OR DISCLOSED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
KOBI KARP ARCHITECTURE & INTERIOR
DESIGN, INC. AlA. (c) 2000
TO THE BEST OF MY KNOWLEDGE THE
PLANS AND APPLICABLE SPECIFICATIONS
COMPLY WITH THE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE-SAFE1Y
STANDARDS AS DETERMINED BY THE LOCAL
AUTHORITY IN ACCORDANCE WITH THIS
SECTION AND 633 FLORIDA STATUTES.
CHAPTER 1 105.13.4.4 OF (FLORIDA
BUILDING CODE 2001)
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2995 SIN 110 Avenue
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Ph: (305) 551.1262
Fax: (305) 553-2088
margolf6@bellsQuth.net
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C~~Jlr\flU;\HTY e-tE\f~:LOpr-{}Et<n
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RECEIVED
PLANT PIT TO BE 11/2 TIMES THE
DIAMETER OF THE PLANT BALL
PLANT PiT TO BE 11/2 TIMES T-IE
DIA_METER OF THE PLANT BALL
DET AILS:
EXiSTING SU8GRADE
BACKFILL MIXTURE
1/3 SAND,
1/3 PEAT HUMUS,
1/3 TOPSOil
PLANT PIT TO BE 2 1/2 TIMES THE
DIAlI,lETER OF THE PLANT Bft.LL
GENERAL NOTES:
1. ALL PLANT MATERIALS TO BE FLORIDA NO.1. OR BETTER
2. TOP ALL BEDS WITH 3" OF CYPRESS BARK MULCH
3. ALL AREAS MARKED SOD SHALL BE SODDED WITH
ST. AUGUSTINE "FLORATAM" SOUD SOD.
4. LANDSCAPE CONTRACTOR IS TO LOCATE & VERIFY ALL
UNDERGROUND UTILITIES PRIOR TO COMMENC!NG WORK.
5. LANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR
ANY DAMAGE TO IRRIGATION OR UTILITY LINES.
6.ALL IRRIGATION AND ELECTRICAL liNES ARE TO BE LOCATED
AT THE PERiMETERS OF ALL PLANTERS, PARKiNG iSLA,NDS, AND
PLANTING AREAS TO ALLOW FOR THE SPECIFIED PLANT MATERIALS.
7. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SUB-ROAD ROCK
UP TO 12" DEEP IF NECESARY INSIDE PARKING ISLANDS AND AROUND PERiMETER
OF PARKING AREAS.
8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ROUGH GRADING
AND THE REMOVAL OF ALL SURFACE ROCKS, AND DEBRIS OF ANY KIND
PRiOR TO THE LANDSCAPE CONTRACTOR COMMENCING HiS WORK.
9. LANDSCAPE CONTRACTOR IS TO PROVIDE FINISH GRADE AS TO THE AREAS
OF HIS RESPONSIBILITY.
10. ALL SOD ARE TO BE ROLLED AND HAVE A MIN. OF 4" OF GOOD CLEAN SOIL
OF A MiXTURE OF 1-5 SAND AND 25 % GOOD CLEAN BLP,CK SOiL NO MUCK
WILL BE ALLOWED.
11. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT.
THIN BRANCHES BY 1/3 TOTP,L MASS
RETAIN NATURAL FORNi_ NO PRUNING SHAlL
BE DONE PRIOR TO INSTAlLATION AND
SHALL BE APPROVED BY LANDSCAPE
ARCHITECT
COMPACTED MOUND OF
BACKFILL MIXTURE
EXISTING SUBGRADE
COMPACTED MOUND OF
BACKFILL MIXTURE
BACKFill. MIXTURE
1/3 SAND, 113 PEAT HUMUS,
1/3 TOPSOIL
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BACKFill MIXTURE: 1/3 SAND,
1/3 PEAT HUMUS. 1/3 TOPSOIL
MULCH TYPE AIIJD THICKNESS
ON PLANT LIST
EARTH SAUCER
FINISH GRADE
GROUND COVER
MULCH TYPE AND THICKNE.SS ON
PLAI\lT LIST
REMOVE TOP 1/3 OF BURLAP
r--- REMOVE PAPER, PLASTIC, OR METAL
?;'il r CONlAINERTHAT MAY BEAROUND
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MULCH TYPE AND
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If\/ - 5 LAYERS OF BURLAP
REINFORCED RUBBER HOSE
SHALL EXTEND 2' BEYOND TRUNK
ORANGE 'DUCKBill" GUYING SYSTEM
TREE CAliPER SIZE SH,i~ll BE
MEASURED AT 6" ABOVE GRADE
UP TO & INet 4' CAL. AND
12' ABOVE GRADE FOR LARGER
CALIPER TREES
STEEL BAND
5 (2"X4"X16") WOODBATTENS
FERTILIZE WITH "MiLORGANITE'
PER WRiTTEN SPECS_
POINT AT WHICH C.T, OR 8.T.
HEIGHTS ARE MEASURED
POINT AT \I'.'H1CH C.W OR GW
HEIGHTS ARE MEASURED
POiNT AT WHICH SPECIFIED
OVERALL SHRUB HEIGHT
IS MEASURED
SECURE BATTENS WI 2-314" HIGH CARBON
STEEL BANDS TO HOLO BATTENS IN PLACE
DURING PLM'TING PROJECT_ DO NOT NAIL
BATTENS TO PALM. HEIGHT OF BATTENS
SHAll BE lOCATED IN RELATION TO THE
HEIGHT OF THE PALM FOR ADEQUATE BRACING
POINT AT WHICH SPECIFIE[I
SHRUB SPREAD is MEASU~ ED
t 1] -t
POINT AT WHICH SPECiFIED
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- TIE FRONDS W/BURLAP
TO PROTECT BUD
POINT AT IIVI-IICH SPECIFED
TREE SPREAD IS MEASURED
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POINT AT WHICH OA HEIGHT
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DSCAPE PLA
Sl-Pentas Lanceolata
Red Pentas
Gals. Full @ 12n o.c.
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43-Hibiscus Pink! Pink Hibiscus ~
3 Gals. Fun@24" o. c.
J SCALE: 1I16u =1 '-O'~
ITE LA
110-Pittosporum t. Variegata
Variegated Pittorporum
3 Gals. @24n G.C. Full
60-Hibiscus Pink! Pink Hibiscus
3 Gals. Full @ 24" 0., c.
55-Pentas Lanceolata
Red Pentas
Gals. Full @ 12" o.c.
74-Jumperus Parsoni
Parson's Juni~er
3 Gals. @ 241 o. C.
\:~lxora Nora Grant ~~
Pink Ixora Nora Grant
3 Gals, Fun 30"spr. Min.
24C;!:iriop~ ~vergreen Giant
tnant Lmope
Gals..@ 18" o.c. ~\
3-Cocoloba diversifolia? Pigeon Plum ~
16' Hgt. x 10" Spr. 3" Min. Caliper
C"Jative)
28- Viburnum A wabuki / A wabuki Viburnum
7 Gals.@ 36" O.c.
3 Gals. Fun 30"snr. Min.
..
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~J ..... .....) \_ '--
l -- - - -
! / -,I 52-Hibiscus Pink! Pink Hibiscus
3 Gals. Full (if), 24 If o. c.
'-J
i 1 56-Philodendro Selioum
Split Leaf Philodrendron
r Gals. Full @ 36" o.c.
3-Roystonea regis/ Royals Palms
")J;;:'Hgt
kJ l.
--- 4-Quercus Virginiana
Live Oak
161 Hgt x 10' Spr.
-\' _. ~3-Roystooea--regis/-Roya~ Palms
C5' Hgt
64-Pittosporum 1. Variegata
Variegated Pittorporum
- " - - Fun
ra Grant
Nora Grant
.uU 30"spr. Min.
3-Cocoloba diversifolia? Pigeon Plum
\ 16' Hg t'.X.I0,' Sp r. 3!1 Min. Caliper
(Native)
_ '- 136(k~~fffr~;~rgreen Giant
Gals.@ 18" o.c.
120-
Pink Ixora Nora Grant
82-Ilex V. Shellin~T
3 Gals.@ 24" o.c. (,Native)
I
28- Hex v. ScleUingsl
DwarfYlupon
3 Gals. fun
I
60-JuniiIJems ~arsoni
Parson's Jm~~er
3 Gals. @ 24 o. c.
37-Ixora Norahrant
Pink Ixora Nora Grant
3 Gals. Fun 3O"spr. Min.
I /
/80- PenlaB Lanceilata
I Red Pentas I,
Gals. Fun ~ 12" o.c,
I 18-Alpinia Vatiegata
3 Gals. Fup
8-Roystonea ~egia
Fla. Royal Pj1bn
25' o.a. Hgt.
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y
/
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Boston Ferns
3 Gal:s. Fun
r
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/
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3!x2x Fun - 3 Gals. @24!1 O.c.
33-Alpillia Variegata
3 Gals. Full
10- W odyetia Bifurcota
F oxtail Palms
18! o.a. height
115- ViblL.~mm A wabu.ki / A wabuki Viburnum
7 Gals.@ 36" O.c.
;: 33-Alpinia V~riegata
3 Gals. Fun
r 22-Liriope Evergreen Giant
- Giant Liriope
Gals.@ 18!! o.e.
90-Hex V. SheHin~T
3 Gals.@ 24!! D.C. (Native)
14- Tabebuia Carabea/
YeHow Trumpet Tree
121x61
89-Ficus Bengamina/ Bejamin Ficus Hedge
7 Gals. @ 4' x 30" O.c.
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This Drawing is
the Property of
Fortin, Leavy, Skiles, Inc.
and is on Instrument
of Service not to be
Reproduced in Whole
or in Part without
the Express WRITIEN
Permission of Same.
COMMUNiTY
"Not valid without the signature and the original raised
seal of a Florida licensee-smv.eyor and Mapper"
I hereby certify that this "Boundary & Topographic Survey" was made under my responsible charge on February
27, 2004, and meets the Minimum Technical Standards as set forth by the Florida Board of Professional
Surveyors and Mappers in Chapter 61 G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida
Statutes.
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NW 1/4 OF SECTION 34-51-42
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SURVEYOR'S CERTIFICATION:
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CATCH BASIN INLET
GRATE EL. 5.74
SET NAIL & DISK LB365:
WITNESS CORNER
9.00' OFFSET (2117/04)
ELEVATION +6.47
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-~!....:?2'l..o.::.t. 'i.ADi1AL
(S75 47 JJhf DE'SG:f--__
8
Lands shown hereon were abstracted for easements and/or rights-of-way of records per Ownership and
Encumbrance, signed May 7, 2004, by Samuel A. Persaud, Esq. All easements and or rights of way of
record per title commitment that are plottable are shown on this "Boundary Survey".
Exceptions as shown on said Ownership and Encumbrance Report are as follows:
A Easement contained in Easement Deed recorded in Official Record Book 1993, at page 640.
15 foot Easement is shown on survey
B City of Aventura Charter recorded in Official Record Book 20464,at page 2330.
Affects Parcel but not subject to location
C UCC in favor of 1st Southern Bank recorded in Official Record Book 21947, at page 911.
Affects Parcel but not subject to location
D Assignment of Leases and Rentals in Favor of 1 st Southern Bank recorded in Official
Record Book 21947, at page 907
Affects Parcel but not subject to location
E Mortgage in favor of 1 st Southern Bank recorded in Official Record Book 21947, at page 897
Affects Parcel but not subject to location
Bearings hereon are referred to an assumed value of S89'54'01 "w for the North line of said Lots 9
1 0, said bearing is identical with the plat of record, and evidenced by two (2) set 1 /2" pipe & caps, LB3653.
Elevations shown hereon are relative to the National Geodetic Vertical Datum of 1929, based on Miami-Dade
County Bench Mark No. X-20, Elevation +9.71. Located at N.E. 214th Terrace and East Dixie Highway
Lands shown hereon were based on Flood Insurance Rate Map as supplied by the Federal Emergency
Management Agency and are relative to National Geodetic Vertical Datum of 1929, and ere located in
Federal Flood Zone AE (EL 6) per Community Panel No.120676 0082 J, dated March 2, 1994 and index map
revised July 17, 1995.
Dimensions indicated hereon are field measured by electronic measurement,unless otherwIse noted.
Lands shown hereon containing 37,368 square feet, or 0.858 acres, more or less.
Precision of closure 1: 10,000 - Commercial Class Survey.
Roof overhang not located unless otherwise shown.
Underground improvements and/or underground encroachments not shown unless otherwise indicated.
The approximate location of all utilities shown hereon were determined from As-Built
plans and/or on-site locations and should be verified before construction.
Legal description shown hereon based on information provided by client.
Owner information shown hereon were based on Opinion of Title perpared by
Samuel Persaud dated May 7, 2004.
This site lies in Section 34, Township 51 South, Range 42 East, City of Aventura, Miami-Dade County, Florida.
All documents are recorded in the Public Records of Miami-Dade County, Florida
unless otherwise noted.
SURVEYOR'S NOTES:
Parcel II:
Lots 9 and 10, Block 24 of HALLANDALE PARK, according to the plat thereof, as recorded in Plat Book 12 at
Page 37 of the Public Records of Miami-Dade County, Florida,
Parcell
The North 100 feet of Lot 1 in Block 3, lying Westerly of the Westerly Right-of-Way line of State Road No. 5
(Federal Highway) LESS AND EXCEPTING THEREFROM the West 222 feet thereof, lying in Section 34, Township 51
South, Range 42 East, "MAP OF THE TOWN OF HALLANDALE, DADE COUN1Y, FLORIDA", according to the plat thereof
as recorded in Plat Book "B", Page 13, Public Records of Dade County, Florida, more particularly described as:
Begin at the intersection of the Westerly Right-of-Way line of Federal Highway (U.S. No.1) with the North line of
the Northwest }4 of said Section 34 as shown on the "Right-of-Way Plans for Road No.4" according to the Plat
thereof as recorded in Plat Book 34, at Page 54, of the Public Records of Dade County, Florida and run West
along the aforesaid North line of the Northwest }4 for 320.8'; thence South 1'19'20" East along a line parallel with
and 222' East of the West line of the aforesaid Lot 1, Block 3, for 100.03'; thence East along a line parallel with
and 100' South of the said North line of the Northwest }4 for 294.61' to a point on the Westerly Right-of-Way
line of Federal Highway; said point bears South 75'47'33" East from the radius point of the next described curve;
thence Northeasterly along a circular curve to the left being coincident with the aforesaid Westerly Right-of-Way
line of U.S. No. 1 having a radius of 3784.83' and a centrol angle of 1'33'24" for an arc distance of 102.83' to
the point of beginning, lying and being in Dade County, Florida.
LEGAL DESCRIPTION:
~?
ZONING: MO
MEDICAL OFFICE DISTRICT
VACANT
(NO BU!LDINGS)
REMAINDER OF LOT 1, BLOCK 3
PLAT BOOK "8" PAGE 13
~~
~'Y
"'-WOOD UllUlY POLE
Wlll-l GUY WlRE
OWNER: ROY R LUSTIG TR
FOLIO NO. 28-1234.001.0170
15" POINCIANNA~~
TREE ..
~.
JACARANDA
TREE e
N 89054'01" E 294.50' (EAST294.61" DESC.)
LIMITS OF DEBRIS
(2/17/04)
8
SET 1/2" PIPE & CAP
LB3653 (2/17/04)
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WESTERLY RIGHT IOF WAY OF
FEDERAL HIGHWA"lf (U.S. No.1)
A=01033'25"
R:=3784.83'
L=102.85'
(01 '33'24" 102.83' DESC.)
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. TREE POINT OF BEGINNING -.II
O SET NAIL & DISK
LB:3653 (2117/04)
15" FICUS
TREE
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.TREE
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REfv1AlNDER OF LOT 1, BLOCK 3
PLAT BOOK "8" PAGE 13
18" JACARANDA
TREE ~
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LIMITS OF DEBRIS
(2/17/04)
~
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VACANT LOT
(NO BUILDINGS)
(AUSTRALIAN PINE TREES NOT LOCATED)
OWNER: H&K DEVELOPMENT, LLLP
PARCELl
~~
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ASPHALT IN POOR CONDITION
NORTH UNE OF NW 1/4 OF SECTION 34,
TOWNSHIP 51 S, RANGE 42 E
18" JACARANDA
TREE
$
12" JACARANDA
lREE
COUNTY LINE FOR
CITY OF A VENTURA
MIAMI-DADE COUNTY
320.65' , (WEST320.8' DESC.)
e
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TRE~ ~-:.
6" PALM
TRE~
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LINK FENCE
x X
COUNTY LINE FOR
6" PALM CITYOFHALLANDALE
TREE t,,~ BROWARD COUNTY -}<
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x
1 STORY BUILDING
(NURSERY SCHOOL)
OWNER: NANA:S SCHOOLS INC
FOLIO NO. 5142-27-01-0430
o r~ro
o OJ'
o
q
~= 0.5' CURB
== = 2.00' CURB & GUTTER
-x-= CHAIN UNK FENCE
fOe;.'" = GRADE ELEVATION
~ = CENTERUNE
EL = ELEVAllON
INV. = INVERT
SAN. = SANITARY
P.R.M. = PERMANENT REFERENCE MONUMENT
(M) = MEASURED IN AELD
1:::'>:>1 = CONCRETE
c:::J = ASPHALT PAVEMENT
18" JACARANDA
TREE ~
6" PALM
TREE
ZONING: RM-18
RESIDENTIAL MULTI-FAMILY
(MEDiUM DENSITY)
\/ SET NAIL & DISK LB3653
WITNESS CORNER
10.00' OFFSET (2/17/04)
w?- r SET 1/2" PIPE & CAP
:? ~lg / LB3653 (2/17/04)
<;:,'<:> '\d
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X "" x.L..--x~
10 "N 89054'01" E 52.38'
'J'!3 ~ 6' HIGH CHAIN
LINK FENCE
RESERVED BY
PLAT BOOK 12, PAGE 37,
HALLAND/-\LE PARK &
RESOLUTION NO. R-964.67
I!!!! = CATCH BASiN
o = MANHOLE
m=<>= LIGHT POLE
[gJ = WATER METER
~ = WATER VALVE
Iilml = CATCH BASIN INLET
o = UllUlY POLE
o = RISER
"Cf = ARE HYDRANT
Illl = HANDHOLE
-"- = SIGN
LEGEND
40
I
GRAPHIC SCALE
10
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( IN FEET )
1 inch = 20 ft.
o
~
SET NAIL & DISK LB3653
WITNESS CORNER
9.00' OFFSET (2117/04)
ELEVATION +6.44
~----
ro'?
--_87S0A8'
--.. <15" to
(A.4DiA--~
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--
---.
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WlTH GUY WlRE
SET 1/2" PIPE & CAP
LB3653 (2/17/04)
FOUND 112' PIPE NO I.D.
0.53' N & 1.05' W OF TRUE CORNER
EAST LINE OF THE WEST 222.00 FEET
LLI
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CONSTRUCTION DEBRI
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LIMITS OF DEBRIS
(2/17/04)
6' HIGH CHAIN
LINK FENCE
<0'\
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FENCE
1.61'
_~l____~ 89054'01" E 54.50'
OJ'''
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SET NAIL & DISK LB3653
WITNESS CORNER
20.00' OFFSET (2/17/04)
t. "'.. I FOUND 314" PIPE NO I.D. IN SQUARE CUT
. ,\0.90' N & 1.33' W OF TRUE POSITION
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SET 1/2" PIPE & CAP
LB3653 (2/17/04)
FOUND 112" PIPE & CAP LB87 ~
0.96' N & 0.85' W OF TRUE CORNER <)'
.[.
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E
RESERVED lil,Y
PLAT BOOK 12, PA'GlE 37,
HALLANDALE PAR
RESOLUTION NO. R-964-
, .-r-UMITS OF DEBRIS
, (2/17/04)
OWNER: DADE qOUNTY
FOLIO NO. 28-123fi,-004-1560
:--
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6' HIGH CHAIN
LINK FENCE
~
36" JACARANDA
TREE
SET 1/2" PIPE & CAP
LB3653 (2/17/04)
FOUND 314" PIPE NO 1.0.
0.52' N & 1.03' W OF TRUE CORNER
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~.
OWNER: NANA'S SCHOOLS INC
FOLIO NO. 5142-27-14-0011
SECTION 34, TOWNSHIP 51 SOUTH, RANGE 42 EAST
CITY OF A VENTURA, MIAMI-DADE COUNTY, FLORIDA.
SCALE: 1" = 200'
LOCATION SKETCH
N.E. 213TH STREET
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N.E. 214TH TERRACE
SITE
SHOWARD
COUNTY
MIAMI-DADE
COUNTY
CT .'A...
COUNTY L1NE,\
SET NAIL & DISK LB3653
WITNESS CORNER
20.00' OFFSET (2/17/04)
E
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~.
N.E~ 214TH-Ct~
TERRACE~y 'J.
0/ SET 1/2" PIPE & CAP
~. LB3653 (2/17/04)
FOUND 112" PIPE CONCRETE
~'?~ MONUMENT NO 1.0. LEANING
NORTHWEST 0.97' S& 1.35' W
;'OF TRUE CORNER
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LOT 9 I LOT~1-9::-:.:t:; ~ :.:-;:
() I::::::::::::~ 6 ::::O:;~. .
~. BLOGK 24 '''::'_:-...::(0'
PLAT BOOK n 2, PAGE ~7:;:::::>:::::::ci:.:
I-'AI LAND~1 E PAR1::::::"Y::::"
! - ,- ......~--..TI
..............
...............
PAR EL II .:.:.:.:.:.:.:.:.:.:.:.:.:.:..
OWNER: H&K DEVE~OPMENT, LLLt})>)>~{~
..............1
5" TWIN '.:.:.:.:.:.:.:.:.:.:.:.:.:. :
OAK TREE '0 .::::::::::::: .
~. ZONi'NG: MO L:::::::::::::::::::::::: :
MEDICAL O~FICE DIST'~?:r::::::::::::::J
ZONING: MO
MEDICAL OFFICE DISTRICT
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TREE '"
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(NO BUlDINGS)
..-
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VACANT
(NO BUILDINGS)
OWNER: NEW WORLD ACQUISITION CORP
FOLIO NO. 28-1234-004.0310
Co
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4' HIGH
WIRE FENCE
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...............1
................1
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...............
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k
FENCE
0.06'
WEST
SET 1/2" PIPE & CAP
LB3653 (2/17/04)
FOUND 112" PIPE NO!.D.
0.16' N & 1.07' WOF~~ER
FOUND 1/2" PIPE l' DEEP NO 1.0.
0.10' N & 0.48' W OF TRUE CORNER
S 89054'01" W
OWNER: SHERMAN ORGANIZAT!ON INe
FOLlO NO. 5142.27-14.1270
VACANT
(NO BUilDiNGS)
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EXHIBIT "A"
LEGAL DESCRIPTION:
A portion of a reserved strip of land as shown on the plat of HALLANDALE PARK, as recorded in Plat Book
12 at Page 37 of the Public Records of Miami-Dade County, Florida, being more particularly described as
follows:
Begin at the Northeast corner of Lot 10, Block 24 of said plat of HALLANDALE PARK; thence N89'54'01 "E
along the North line of the NW 1/4 of Section 34, Township 51 South, Range 42 East, for 52.38 feet;
thence S01'19'15"E along the East line of West 222.00 feet of the Northeast 1 / 4 of the Northeast 1 / 4 of
the Northwest 1 / 4 in said Section 34, for 1 00.02 feet; thence S89'54'01''W along a line parallel with and
1 00 feet South of the said North line of the Northwest 1 /4, for 54.50 feet to a point on the East line of
said Lot 10; thence NOO'06'28"W along the East line of said Lot 1 0 for 1 00.00 feet to the POINT OF
BEGINNING.
SURVEYOR'S NOTES:
This site lies in Section 34, Township 51 South, Range 42 East, City of Aventura, Miami-Dade County,
Florida.
All documents are recorded in the Public Records of Miami-Dade County, Florida unless otherwise noted.
Lands shown hereon were not abstracted for easements and/or rights-of-way of records.
Bearings hereon are referred to an assumed value of for the said bearing is identical with the plat of
record.
- This is not a "Boundary Survey" but only a graphic depiction of the description
shown hereon.
Dimensions shown hereon are based on Fortin, Leavy, Skiles, sketch #4004-004.
Lands shown hereon containing 5,344 square feet, or 0.123 acres, more or less.
SURVEYOR'S CERTIFICATION:
I hereby certify that this "Sketch of Description" was made under my responsible charge on May 6, 2004,
and meets the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and
Mappers in Chapter 61 G 17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes.
"Not valid without the signature and the original
raised seal of a Florida Lie urveyor and Mapper"
FORTIN,
RIGHT-OF-WAY VACATION
Drawn By
Cad. No.
DANJR
040846
r LEGAL DESCRIPTION, NOTES, AND CERTlFICA TlONI
FORTIN, LEAVY, SKILES, INC.
CONSULTING ENGINEERS, SURVEYORS & MAPPERS
FLORIDA CERTIFICATE OF AUTHORIZJ,..TION NUMBER: 00003653
180 Northeast 168th. Street / North MiBmi Beach. Florida. 33162
Phone: 305-653-4493/ Fax 305-651-7152/ Emai1 fls@flssurvey.com
Date 5/6/04
Scale NOT TO SCALE
Job. No. 040846
Dwg. No. 1004-055
Sheet of 3
Ref. Dwg.
4004-004
Plotted: 5/5/04 3:52p
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POINT OF BEGIN ING
NORTHE~ST CORNER 0 LOT 10
BLOCK 24, HALLANDALE PARK
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EAST LINE OF LOT 10 0
I BLOC124. HALLANDA1E PARK ,--
I LOT9 LOT 10 $
I IBLOCK 24 ~
\IPLAT BboK 12, PAGE 37,Ig
HAL4ANDALE FARK 0
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CITY OF AVENTURA
MIAMI-DADE COUNTY
NORTH LINE OF LOT 1 BLOCK 3
PLAT BOOK "B" PAGE 13
NORTH LINE OF NW 1/4 OF SECTION 34,
TOWNSHIP 51 S, RANGE 42 E
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EAST LINE OF THE WEST 222.00'
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SOUTH LINE PARALLEL WITH AND 100' SOUTH
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( IN FEET )
1 inch = 40 f~
Drawn By DANJR r SKETCH OF DESCRIPTION I Date 5/6/04
Cad. No. 040846 Scale 1"=40'
Ref. Dwg. 4004-004 FORTIN, LEAVY, SKILES, INC. Job. No. 040846
CONSULTING ENGINEERS, SuRVEYORS & MAPPERS
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 00003653 Dwg. No. 1004-055
180 Northeast 168th. Street /North Miami Beach, Florida. 33162
Plotted: 5/5/04 3:52p Phone: 305-653-4493/ Fax 305-651-7152 / Email fls@flssurvey.com Sheet 2 of 3
EXHIBIT "A"
COUNTY LINE \
6 7 8 9 10 6 7 8 9 10
24
N.E. 214TH TERRACE
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Cad. No. 040846
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4004-004
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LOCA TION SKETCH
Plotted: 5/5/04 3:52p
FORTIN, LEAVY, SKILES, INC.
CONSULTING ENGINEERS, SURVEYORS & MAPPERS
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 00003653
180 Northeast 1681:h. Street / North lVliami Beach. Florida. 33162
Phone: 305-653-4493/ Fax 305-651-7152 / Email fls@flssurvey.com
I Date 5/6/04
Scale NOT TO SCALE
Job. No. 040846
Dwg. No. 1004-055
Sheet 3 of 3
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951
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07.30.04
EXHIBIT #4
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07.30.04
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07.30.04
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03/14/02 GE-J ADDENDUM #6 06/04/04 GE-J FENCE VARIANCE SUBMITTAL
12/04/01 GE-J VARIANCE SUBMITTAL 01/28/02 GE-J ADDENDUM #5
10/01/01 GE-J SITE Pu\N APPROVAL 10/09/01 GE-J BUILDING PERMIT REVISIONS
5/07/01 GE-J ADDENDUM # 1 9/17/01 GE-J ADDENDUM #3
3/15/01 GE-J PERMIT SET 4/16/01 GE-J CD ISSUE
ATE BY DESCRIPTION DATE BY DESCRIPTION No.
RELEASE INFORMATION
REVISIONS
START DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ARCHIVE NO:
RHON ERNEST-JONES
CONSULTING ENGINEERS, INC.
BY DATE CK'D
10/11/00
GE-J
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RE-J
DESCRIPTION
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EXHIBIT #4
02-V AR-04
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OSPITAL EXPANSION r
AHCA LOG NUMBER: H..314-AF
AHCA LOG NUMBER: H-314..AH
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AVENTURA HOSPITAL AND MEDICAL CENTER
PHASE B.ORlED/ICUI AND PATIENT TOWER ADDITION
SITE PLAN - SHEET 3 OF 3
EB# 6451
CITY OF AVENTURA
SCALE: 1 "=20'
SP-3
CIVIL ENGINEERS -LAND PLANNERS
TRANSPORTATION PLANNERS .LANDSCAPE ARCHITECTS
12500 W. ATU\NTIC BLVD.
CORAL SPRINGS, FLORIDA 33071
(954) 344-9855
MIAMI - DADE COUNTY
SHEET:
06/04/04
NOT TO BE FILED FOR RECORD UNLESS SIGNED.
DATED AND EMBOSSED WITH THE RAI SED SEAL OF
RHON ERNEST-JONES
FLORIDA P,E. #29601
FOR THE F rRM
FLORIDA
JOB No.: 99-1107
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NORTH
N. W. Corner S,E, 1/4
of N,W, 1/4
Section 34-51-42
N.E. Corner S,[, 1/4
of N,W. 1/4
Section 34-51-42
SITE
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(P.B. 158, PO. 47)
S. W, Corner S,[. 1/4
of N.W. 1/4
Section 34-51-42
WA1tRWAYs e--= -
OUlE:VA~
N.E. 207th ST.
Center of
Section 34-51-42
LOCATION MAP
S.E. 1/4 OF N.W. 1/4 OF SEC. 34-51-42
CITY OF A VENTURA, MIAMI-DADE COUNTY, FLORIDA
SCALE: N.T.S.
TITLE REVIEW NOTES:
...
All the following documents listed in SCHEDULE B of the Owner's p6ficy of Title Insurance, Policy No.
5332-180002, issued by FIDELITY NATIONAL TITL:E INSURANCE COMPA"t.;J., '( OF NEW YORK, dated as of
March 14, 2002 at 9: 48 A.M.. being part of the opinion of Title prepl,1red by J.R, MAZOR &
ASSOCIATES P.A, Dated April 5, 2004 with file No. 3704-0284 furnisQed by the client to th,e
undersigned to show any matter affecting the subject property, i\
\( .
LIST OF DOCUMENTS:
5, Restrictions (deleting therefrom any restrictions indicating any pr,eference, limitation or
discrimination based on race, color, religion, sex, handicap, familial 'status or national origin),
covenants, easement(s), setback(s), if any, as may be shown on tre Plat of AVENTURA CORPORATE
CENTER, recorded in Plat Book 158, Page 47, of the Public Records of Miami-Dade County, Florida,
(DOES APPLY AS SHOWN HEREON)
6, Easement(s) and rights incidental thereto as set forth in a document:
Name of Instrument: Easement/Florida Power & Light Company
Recorded in O.R. Book 12978, Page 1394, of the Public Records of MIAMI-DADE County, Florida.
(DOES APPLY AS SHOWN HEREON)
7. Easement(s) and rights incidental thereto as set forth in a document:
Name of Instrument: Easement/Florida Power & Light Company
Recorded in O,R. Book 14101, Page 2403, of the Public Records of ~IAMI-DADE County, Florida,
(DOES NOT APPLY)
8. Easement(s) and rights incidental thereto as set forth in a document:
Name of Instrument: Easement/City of Aventura
Recorded in O,R, Book 18785, Page 3435, of the Public Records of MIAMI-DADE County, Fllorida,
(DOES APPLY AS SHOWN HEREON)
9, Any rights or interests as indicated by that certain instrument:
Name of Instrument: Grant of Easement
Recorded in O.R. Book 14803, Page 2202, of the Public Records of MIAMI-DADE County. Fllorida.
(DOES APPLY AS SHOWN HEREON)
10, Any rights or interests as indicated by that certain instrument:
Name of Instrument: Grant of Easement
Recorded in O.R. Book 13118, Page 3545, of the Public Records of MIAMI-DADE County, Florida,
(DOES APPLY AS SHOWN HEREON)
11. Any rights or interests as indicated by that certain instrument:
Name of Instrument: Resolution No, 2000-48
Recorded in O.R. Book 19247, Page 4682, of the Public Records of MIAMI-DADE County, Florida,
(DOES APPLY, NOT PLOTT ABLE)
12, Covenant running with the Land of Unity of Title, recorded in Official Records Book 20264, Page
1982, of the Public Records of MIAMI-DADE "County, Florida.
(DOES APPLY, NOT PLOTT ABLE)
13, Easement and Operating Agreement, recorded in Official Records Book 20264, Page 2009, of the
Public Records of MIAMI-DADE County, Florida,
(DOES APPLY, NOT PLOTTABLE)
14. Easement Agreement recorded in Official Records Book 20264, Page 2017, ot the Public Records
of MIAMI-DADE County, Florida.
(DOES APPLY AS SHOWN HEREON)
NOTE: All recording references herein shall refer to the Public Records of MIAMI-DADE Coun1ty, florIda,
unless otherwIse noted.
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DEFINITION
Bench Mark
Concrete Block Structure
Catch Basin
Concrete
Clear
Chain Linked Fence
Centerline
Elevation
Encroachment
Fire Hydrant.
Figured
storm Manhole
Found
Gas Valve
Ground
Iron Pipe
LUr-Uted Access R/W
St.reet. Light. Pole
Metal Box
Drainage Manhole
Monument. Line
Nail Be Disc
On Line
P.C.
p.e,p.
PIL
P .R.M.
P,P
P.B.
Pg.
Rec.
RGE.
RIW
SEC.
SLB.
S.S.M.
S.C.
S.V.
Swk.
T.P.
T-P.P.
TWP.
T.S.
U.E.
W,Fence
W.M.
W.V.
Well
Point ot Curvature
Permanent Control Point
Property Line
Permanent Reference Monument
Power Pole
PIal Book
Page
Recorded
Range T.S.
Right of Way Line
Section
Street Light Box
Sanitary Sewer Manhole
Section Corner
Sewer Valve
Sidewalk
Telephone Pole
Telephone and Power Pole
Township
Traffic Signal
Utility Easement.
Wood Fence
Water Meter
Water Valve
Well
.
ABREVIATION SYMBOL
NORTH B.M. .
C.B.S.
C.B. Iii
Cone.
Clr.
C.L.F. -x_-
CIL
Elev.
Ench.
F.H. ltt
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SURVEYOR'S NOTES:
1)
2)
The herein captioned Property was surveyed and described based
on the shown Legal Description: Provided by Client.
There may be additional Restrictions not shown on this survey
that may be found in the Public Records of Miami-Dade County,
Florida, Examination of TITLE COMMITMENT was performed to
determine recorded instruments, if any affecting this property.
3) Accuracy:
The expected use of the land, as classified in the Minimum
Technical Standards (61 G17-6F AC), is "Commercial/High Risk",
The minimum relative distance accuracy for this type of
boundary survey is 1 foot in 10,000 feet. The accuracy obtained
by measurement and calculation of a closed geometric figure
was found to exceed this requirement.
5) Foundations and/or footings that may cross beyond the boundary
lines of the parcel herein described are not shown hereon,
5) Not valid without the signature and the original raised seal
of a Florida Licensed Surveyor and Mapper, Additions or
deletions to survey maps or reports by other than the signing
party or parties is prohibited without written consent of the
sigmng party or parties,
6) Contact the appropriate authority prior to any design work on
the herein described parcel for Building and Zoning information.
7) Underground utilities are not depicted hereon, contact the
appropriate authority prior to any design work or construction
on the property herein described, Surveyor shall be notified
as to any deviation from utilities shown hereon,
9) AREA OF PROPERTY:
Area Net: 178,537.83 Sq, Ft. or 4.10 Acres more or less.
10) Ownership subject to OPiniON OF TITLE.
11) Type of Survey: BOUNDARY SURVEY.
12) North arrow direction and Bearings shown hereon are based on
an assumed volue of N88'10'38"W along the Center Line of N.E
209th Street, as shown on the mentioned Plat Book 158,
Page 47, AVENTURA CORPORATE CENTER,
(S88deg10min38secW) Public Records of Miami-Dade County, Florida.
#'
13) Elevations are based on: National Geodetic Vertical Datum of 1929
14) Bench Mark Used: H-419 Elev,: 8,47'
15) Bench Mark Location: N,E. 214th Street and U.S. Highway No.1,
(Biscayne B04Ievard).
16) Property Address: 16) Flood Zone: "AE"
N.E. 30th Av~. AND Base Flood Elev,= 7.00' AS PER
N,E, 209th ST, FEMA Panel Number: 120635
City of Aventura, Panel No,: 083 J
Florida 33180 Date: July 17, 1995,
17) This PLAN OF SURVEY, has been pr~pared for the exclusive use
of the entities named hereon, The Certificate does not extended
to any unnamed party:
a:! ACC!GP DEVELOPMENT LLC, a Florida Limited Liability Company
b ACC!GP INVESTMENT LLC, a Florida Limited Liability Company
c City of Aventura
d Fidelity National Title Insurance Company of New York
e J.R. Mazor & Associates, P.A.
VICINITY MAP
SCALE: N. T.S.
LEGAL DESCRIPTION:
All of Tracts "C", "0" and "E", of "BISCAYNE WATERWAYS - FIRST ADDITION", according to the Plat thereof as
recorded in Plat Book 126 at Page 18 of the Public Records of Miami-Dade County, Florida, and Lots 1
through 11, inclusive, and a 10.00 foot Alley lying within Block 10, of "HALLANDALE PARK No.9", according to
the Plat thereof as recorded in Plat Book 23 at Page 26 of the Public Records of Miami-Dade County.
Florida, and that portion of North East 208th Terrace. abandoned, vacated and discontinued from Public use
by City of Aventura Resolution No. 2000-48, as recorded in Official Records Book 19247 at Page 4682 of the
Public Records of Miami-Dade County, Florida.
LESS the following described Parcels of land:
BEGIN at the Most North, Northwest Corner of Said Tract "C"; thence North 88 degrees 1 0 minutes 38
seconds East, along the North line of said Tracts "c" and "0", and along the North Line of said Lots 11 and
10, for 556,00 feet; thence South 11 degrees 19 minutes 21 seconds West for 335,00 feet; thence South 00
degrees 43 minutes 51 seconds East for 205,15 feet to a point of the Southwesterly Line of said Tract "E";
thence North 78 degrees 02 minutes 44 seconds West, along the Southerly line of said Tracts "E", "0" and
"e", for 652.55 feet; thence North 28 degrees 31 minutes 25 seconds West. along the Southwesterly line of
said Tract "C", for 35,00 feet; thence North 22 degrees 43 minutes 18 seconds East, along the Westerly line
of said Tract "C", said line also being the Easterly Right-ot-Way Line of BISCAYNE BOULEVARD (STATE ROAD
US No,1), for 363,12 feet; thence North 55 degrees 26 minutes 58 seconds East, along the Northwesterly line
of said Tract "C", for 27,03 feet to the POINT OF BEGINNING.
AND LESS:
A portion of Tract "E" BISCA YNE WA TERWA YS FIRST ADDITION, according to the plat thereof, as recorded in
Plat Book 126 at page 18, of the Public Records of Miami-Dade County, Florida, being more particularly
described as follows:
18) Field Book: A-391, 37-48,
Order No,: 01-230-4000
COMMENCE at the Southwesterly corner of said Tract "E"; thence South 78 degree 02 minutes 44 seconds
East for 95,72 feet to a point of curvature; thence Southeasterly along a circular curve to the left, having a
radius of 14,438,00 feet and a central angle of 04 degrees 11 minutes 01 seconds, for an arc distance of
105,00 feet to the POINT OF BEGINNING of the following described parcel (said last mentioned two courses
being coincident with the Southerly boundary of said Tract "E"); thence continue Southeasterly along the last
described course through a central angle of 01 degree 23 minute 40 seconds for an arc distance of 35,00
feet; thence North 07 degree 04 minutes 25 seconds East for 45,00 feet; thence North 82 degrees 55
minutes 35 seconds West at right angles to the last and next described courses for 35.00 teet; thence .South
07 degrees 04 minutes 25 seconds West for 45.00 feet to the POINT OF BEGINNING.
All of the above described land situated, being and lying in the City of Aventura, Miami-Dade County, Florida,
and containing 178,513.13 Square Feet and / or. 4.10 Acres more or less.
SURVEYOR'S CERTIFICATE:
I Hereby Certify to the best of my knowledge and belief that this
drawing is a true and correct representation of the BOUNDARY SURVEY
of the real property described hereon.
I further certify that this survey was prepared in accordance
with the applicable provisions of Chapter 61 G17-6, Florida Administrative
FORD, ARMENTEROS & MANUCY, INC, LB 6557
Original Field Date: NOVEMBER 28, 1995.
Revision 1: MARCH 13, 1997.
Revision 2: NOVEMBER 01, 1997,
Revision 3: JULY 07, 1999,
Revision 4: MARCH 29, 2000.
Revision 5: NOVEMBER 20, 2001.
Revision 6: DECEMBER 26, 2001.
Revision 7: JANUARY 10, 2002,
Revision 8: JUNE 04, 2003.
Revision 9: SEPTEMBER 18, 2003.
Revision 1 0: JULY 07, 2004
ASLO KNOWN AS:
Tract "N', of "AVENTURA CORPORATE CENTER", according to the Plat thereof, as recorded in Plat Book 158,
at Page 47 of the Public Records of Miami-Dade County, Florida.
LESS the following described parcel of land:
BEGIN at the Most North, Northwest Corner of said Tract "A:; thence North 88 degrees 10 minutes 38
seconds East, along the North Line of said Tract "A:, for 556.00 feet; thence South 11 degree 19 minutes 21
seconds West for 335,30 feet; thence South 00 degrees 43 minutes 51 seconds East for 205.15 feet to a
point of the Southerly line of said Tract "A"; thence North 78 degrees 02 minutes 44 seconds West, along
the Southerly Line of said Tract "A", for 652.55 feet; thence North 28 degrees 31 minutes 25 seconds West,
along the Southwesterly line of said Tract "A", for 35.00 feet; thence North 22 degrees 43 minutes 18
seconds East, along the Westerly Line of said Tract "A:, said line also being the Easterly Right-of-Way line of
BESCAYNE BOULEVARD (STATE ROAD US NO.1), for 363,12 feet; thence North 55 degrees 26 minutes 58
seconds East, along the Northwesterly line of said Tract "A", for 27,03 feet to the POINT OF BEGINNING,
All of the above described land situated, being and lying in the City of Aventura, Miami-Dade County, Florida
and containing 178,513.13 Square Feet and lor 4,10 Acres more or less,
By:~9J____
Edwin J. Fernandez, P.S.M.,For The Firm
Professt6nal Surveyor and Mapper, LS 5676
State of Florida,
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FORO, AAMENTEROS & MANUCY, INC.
1950 N.W. 94th AVENUE. 2nd flOOR
MWJI, flORIDA 33172
PH. (305) 477-0472
FAX (305) 47()'2805
LB. No. 6557
DRAWINGS ANO SPEClACAllONS AS
IHSlRUWENTS OF SER'olCE ARE AND SHAlL
REUAlN THE PROPERTY OF FORO.
ARMENTEROS & NANUCY. INC.. WHElHER 1HE
PROJECT fOR WItCH 1HEY ARt MAIlE IS
EXECUTED OR NOT. '!HEY ARE NOT TO BE
USED BY OWNER ON On!ER PROJECTS
EXCEPT BY AGREEMENT IN YIRll1NG AND WIn!
APPROPRIATE COIAPENSA TION TO FORO.
ARWENTEROS &: MANUCY, [Ne.
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FORD, AAMENTEROS & ~UCY,INC,
1950 N.W. 94th AVENUE,2nd flOOR
MIAMI, flORIDA 33172
PH. (305) 4n-6472
FAX (305) 470-2805
l.B. No. 6557
DRA\IrlNGS AND SPEClACA noNS AS
INSTRUMENTS OF SERVICE ARE AND SHALL
REI.I~N THE PROPERTY OF FORD
ARt.tENlEROS '" t,l""UCY. INC., WHETHER 1HE
PRO.E:CT FOR WHICH THEY ARE IMDE IS
EXECUlED OR NOT. 1HEY ARE NOT TO BE
USED BY O\\tIER ON OTHER PRO.E:CTS
EXCEPT BY AGREEMENT IN WRI11NG AND W1nt
APPROPRIA 1[ COIoIPENSA nON TO FORO
ARt,lENltROS '" MANUCY. INC. .
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A CERTIFIED SURVEY PREPARED BY:
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INC.
FLORIDA
IT'S THE LAW!__
1 -800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA,
~@~~
IN
DIG
BEFORE YOU
~
Lowest Floor Elevation
(Including baeemont/eunkon areao)
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SITE LEGEND
CONCRETE WALKWAYS
1YPE "D" CONC. CURB
1YPE "F" CURB & GUlTER
EXIST. IMPROVEMENTS
CHAIN LINK FENCE
ASPHALT PAVEMENT
DRAINAGE FLOW DIRECTION
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pROP. ....GRADE....~L.~ATION.......\
:(PAVEMENT..Oft.GROUND)'......
I
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UTILl1Y VALVES
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263,071 S.F.
34 %
6
91.5 FT.
3 EA.
20.0 FT.
PROVIDED
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FT
FT.
FT.
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22 SP.
2 SP.
-
93 SP.
102 SP.
1 02 SP.
103 SP.
103 SP.
145 SP.
1,076 SP.
-
46 SP.
57 SP.
43 SP.
82 SP.
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3.34 %
3.72 %
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30.0
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~EN.APE. 6HOP5
(I~~ /0/;;)
LOCATION SKETCH
SECT. 34, TWP. 42e.
SCALE:
LAND USE TABLE
"op" (OFFICE PARK DISTRICT)
--:""'"
ALLOWED
0.95
435.771 S.F.
300,000 S.F.
45 %
10
176.0 FT
3 EA.
1 0.0 FT.
REQUIRED
458,706 S.F.
REQUIRED
22 %
REQUIRED
53,863 S.F.
1 6,485 S.F.
15,307 S.F.
17,071 S.F.
53,328 S,F.
92.359 S.F.
23,408 S.F.
86,885 S,F.
458,706 S.F.
o S.F.
o S.F.
458,706 S.F.
FT.
FT
FT.
FT.
282 SP.
279 SP.
31 8 SP.
879 SP
15.0
00.0
30.0
50.0
5' s., RNG
'''=300'
%
REQUIREMENTS:
EXIST. OFFICE BLDG. #20801: (84,342 S.F. @ 1/300)
EXIST. OFFICE BLDG. #20803: (83,499 S.F. @ 1/300)
PROP. OFFICE BLDG.: (95,230 S,F. @ 1/300)
EXISTING SOUTH PARKING GARAGE:
LEVEL 1:
LEVEL 2:
EXISTING N
LEVEL 1:
LEVEL 2:
PROPOSED
LEVEL 1:
LEVEL 2:
LEVEL 3:
LEVEL 4:
LEVEL 5:
PROPOSED
TOTALS:
458.706 S.F.)
= 86.52%
= 13.48%
= 100.00%
SITE nFVF'1 nEMENL STAi'lDARDS.:
G.F.A.
EXISTING NORTH PARKING GARAGE:
EXISTING SOUTH PARKING GARAGE:
EXISTING OFFICE BUILDING #20801:
EXISTING OFFICE BUILDING #20803:
PROPOSED BUILDING AND GARAGE:
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
PARKING GARAGE:
OF N.L.A.
FLOOR AREA RATIO:
FLOOR AREA ALLOWED: (0.95 X
D.R.I. THRESHHOLD:
LOT COVERAGE: (156,054 S.F.)
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (1 0.O'x25.0')
PARKING SETBACK:
BUlLDING
PARKING:
PARKING GARAGE:
NCLUDE:
STREET SIDE YARD: (NORTH)
SIDE LOT YARD: (SOUTH)
STREET REAR YARD: (EAST)
FRONT YARD: (WEST)
;"" -"/'- , '.
PARKING NOTES:
% OF SPACES IN GARAGE
% OF SPACES ON SURFACE
TOTALS
"PROVIDED TOTALS"
HANDICAP SPACES:
BABY STROLLER SPACES:
(N.L.A.)
SURFACE
TOTAL
OPEN SPACE:
LANDSCAPED AREAS:
THE
SITE AREA:
GROSS LAND AREA
LESS R.O.W.
LESS WATER
ORTH
DISTRICT:
NET LAND AREA
I AND USF' DATA;
ZONING
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LEGAL DESCRIPTION:
TRACT "A", OF "AVENTURA CORPORATED CENTER", ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 158, AT PAGE 47 OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
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Scale
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_I
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I (34-01-42)/
I
-==--
-===-
-===-==::::1==7=-
DONN ACRES
(p R 7f1 PG. 30)
~- ~
6"
TEMPORARY' PARKING PLAN
DO~N~RES - - -----I ~\
(p R 7f1 PG :'10) ......J U--
ITION-PlAr\J
~
w
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00l'IER OF SECT:
(34-01,;42)
'64 I
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w
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'\.
PAV'T.
ASPHALT
12" lYPE "0" CONC.
CURB (3,000 PSI.)
1 1/2" lYPE S-1
ASPHALTIC CONC. PAV'T.
(TYP
R
12"
.
.>l:'
-
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.
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........
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Cad. No.
031114SP
Date Plotted:
8'
6"
NOTE:
WHEN USED ON HIGH Of' RO/>.DWAY. THE CROSS SLOPE OF THE GUlTER
SHAlL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE
THICKNESS OF THE UP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS.
TYPICAL DETAIL
TYPE "F" CURB and GUTIER
N.T.S.
1--, -
I
~27_
I 28
~,-
L29_
~ Ju
g I I I
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11- . _ _
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~~ ........ - - - ~ ~ = = == = = = = = =- = = = == == = = == ~ ~ - - !ilii1"&'~ _ _ _ -:::J
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~ ----~====--- ----~---~ --~~--
,~ -~-- -- -- -~- - j'
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<i~ ----- ~~~=-=---- -~oI.I~::\.... ___===~~~__ _______
- -- - --...--==----------- - - -
1 1/2" TYPE S-11 ASPHALTIC
CONCRETE PAVEM8NT
R-2'
R=3'
4" L1MEROCK BASE (L.B.R. 100)
COMPACTED TO 98% AASHTO T-
6" L1MEROCK BASE (L.B.R. 100) PRIMED,
COMPACTED TO 98% AASHTO T-180
12" STABILIZED SUBGRADE, (L.B.R. 40)
COMPACTED TO 95% AASHTO T-180
1"
R=~
.
co
.
co
.
t'oI
....
.
t'oI
....
4" L1MER' BASE (L.B.R. 100) PRIMED,
COMPACTED TO 98% AASHTO T-180
6" L1MEROCK BASE (L.B.R. 100) PRIMED,
COMPACTED TO 98% AASHTO T-180
12" STABILIZED SUBGRADE, (L.B.R. 40)
COMPACTED TO 95% AASHTO T-180
TYPICAL DETAIL
TYPE "D" CONC, CURB
N,T.S,
SIDEWALK
(ASSESSABLE ROUTE)
~
1. TOP PORTION OF BABY STROLLER PARKING SIGN SHALL
HAVE A GREEN BACKGROUND WITH A WHITE REFLECTIVE
SYMBOL AND BORDER.
2. BOTrOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND.
3. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT.
(7' FROM PAVEMENT TO BOTrOM OF SIGN).
4. ALL LElTERS ARE 1" SERIES "c" PER (M.U.T.C.D.)
5. CONTRACTOR SHALL VERIFY ALL THE REQUIRED
INFORMATION NECESSARY AT EACH SIGN WITH
."" LOCAL AUTHORITIES PRIOR TO PURCHASING.
'PICAL DETAIL
BABY STROLLER PARKING SIGN
N.T.S.
9.0'
5/16"x2 1 /2"
CADIUM PLATED
BOLT (TYP)
3/16" DIAM.
HOLE (TYP.)
.'C"'
-:"',-'-,.}
. .""';"'~..';~..,; ,-
.,,:,,:
PARKING BY
PE:RMIT ONI. Y
TWO AWA'i ZONE
AND
FINE UP To $250.00
.
~
,
ll),
-.
NOTE: TYPE AND GAGE OF MATL
FOR SIGN AND POST, SHALL
BE EQUAL TO COUNTY
SIGN REQUIREMENT.
2" ROUND BY .154
(WALL THICKNESS)
ROUND ALUM. POST.
BREAKAWAY
(R-18.1)
.
<Q
,
IX)
PARKING BY
PERMIT ONLY
TOW-AWAY ZONE
AND
FINE UP TO $250.00
~"
1.5
SERIES
"c"
SIDEWALK
(ASSESSABLE
ROUTE)
RAMPS SHALL HAVE A DETECTABLE SURFACE, TEXTURED TO
A DEPTH NOT EXCEEDING 1/8" AS PER SOUTH FLORIDA
BUILDING CODE.
RAMP CURB
GENERAL NOTES:
1 RAMPS LOCATIONS ARE TO BE COORDINATED WITH AND IN
CONFORMANCE WITH CROSSWALK MARKING DETAILS AS
SHOWN IN THE PLANS.
2.
CONCRETE
SIDEWALK
000'0 00 bob
.....
oooo..oopo
',0;; o'~ ~'o'o y
DOOn.: 07"0<
o 0 0 >" UJo 0 0 0
00'0 f- :50'000
o Q 0 ...:Jo G), 0 0
eo'oO (/)00'00
o p 0 <.0 ~.O 0 0 0
.. "
o 0 0 0
::Z:o 0 0 o.
0...2..2.. 0 b
"
DROP CURB
PLAN ...VIEW
CONC. CURB OR
CURB & GUTIER
no"
"F"
2" CROSSWALK
UNE (TYP.)
SIDEWALK
WIDTH VARIES
3.0'
,
'"
-
PAAKING BY IJlSI.8LEI)
PERMIT ONLY
WII-AWAY ZONE
AND
ANE UP 10 S2S0.00
12"
Fig. gee)
RAMP SLOPE UP
LESS THAN 72"
1:12 MAX:
~
,
I 28 I
~'-I
L~
: 30l
r3ll
I-- '
~3.2~
I 33~Z~
~ci
1--. ~ Il.
L ~~
34 :
.&
35
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11/
11/
1/1 ~
1/1 ~
1/1 ~
)llwJ
1111
\\c _______-_
~~ ---~~~=..... ~.. =======-T--==-==-=--===~-===-!ilii1".J:~J ___" ^'''_
-". ". _._--~~~====-=-==-.--- ;?, . ----~~-==-- ---_....,~--- ---~~ ~-
"'~ ~ ~ - = -'ii?~ - - - - -.. · """'-.. - - - -~~ -~= - = =~~~ I!IUE - = ~ -....-.... .... ." -.. .... ... J) r=riuv~...."'" ,&'.,,/'"r=r~1I
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------------ It. - -='-'1\1 ',' _~~~~==__ . . ___ "~_==~~~~
:r,;;; .. ~__ . . __ ~~~===_____~- ___="= ==~~_ __
<", -~- --~~~~== ~ - -~.. ~ ----~~------ -------
. ..-., - - ---- -- . _._~ L __ ____ __
n .. "= = = ~..,::"",,- = - ",--== = = = =- -.. - - . ___ !ilii1".J:~::\.... ~ ~ _ _ _ _ = = = _ _ = = = = ~ _ _ _ __ = = _ _ _ _ _ _ _.._ _ _ ___ "
'l1<.....__,.. =~ L___~=_!; =--=~~--~-...-----------7- _
;~ : - - ,,---= -7"""':-------7-- __
-~ /, ;; - r DEMOl
~
.
a
I')
PARl<1HG BY IJIS\IllED
PERIIIT ONl.Y
WII-AWAY ZONE
FINE UP ~ $250.00
12'
Fi9.9(d)
RAMP LANDING
LEVEL
6'-0'
,
co
....
NOTE:
ANGLED SPACES SHALL PROVIDE THE SAME NET
WIDTH & DEPTH FOR EACH SPACE AND WALKWAY
AS 90' SPACES SHOWN HEREON.
NOTE:
CONTRACTOR SHALL VERIFY ALL THE REQUIRED
INFORMATION NECESSARY AT EACH SIGN WITH
LOCAL AUTHORITIES PRIOR TO PURCHASING.
HANDICAP
PARKING
SIGNAGE
()
RAMP SLOPE UP
LESS THAN 72'
1 :12. MAX:
NOTE: iYPE AND GAGE OF MATL
FOR SIGN AND POST. SHALL
BE EQUAL TO COUNlY
SIGN REQUIREMENT.
~9
N
SIDEWALK
(ASSESSABLE ROUTE)
2" ROUND BY ,154
(WALL THICKNESS)
ROUND ALUM. POST.
5/16"x2 1/2" CADIUM
PLATED BOLT (TYP.)
/4" R (iYP)
PER
b
........rt
-
-.....
:..v:O
,
co
....
.
a
I
j....
8"x16" CONCRETE COLUMN WI 4
#5'S VERT. IW #2 STIRRUPS AT 9
O.C, AT END OF BOTH WALLS TYP.
2" CONT. EXTRUDED NATURAL
RUBBER BUMPER GUARD AS MFR'D
BY "PAWLING CORP MODEL D-2, OR
EQUAL.
STL. TROWEL FINISH CONCRETE SLAB
WI 6x6 - 10-1 OWWM.
GROOVE AT SLAB
PAVING
12"d X 12"w THICKENED SLAB
EDGE w/ 4 #5'S CONTINUOUS
AND 2 LAYERS 6x6 1.4x1.4 WWF.
SECTION
LINTEL BLOCK CAP
W/ 2 #4'S CONT.
8" CONCRETE BLOCK
WALL W / #5 DOWELS
@4' O.C. IN CONCRETE
FILLED CELL.
EVERY
10" X 20" CONCRETE:
FOOTING W/ 3 #4'S
CONTINUOUS /'
COMPACTED SUBGRADE~
DURO-WALL
2 COURSES
E.J
, 'f',
. I. t,
'.K,
~J
-
,..;
I')
29.4'
I I
r
en
5
-0
I'T1
GROOVE
01
6" THICK CONCRETE PAD
6X6/10X10 WWF
(/)
r
o
"'0
I'T1
33.
GROOVE
PLAN
6' HIGH MASONRY WALL
WITH STUCCO FINISH PAINT
TO MATCH BUILDING
8"x16" CONCRETE COLUMN
W/ 4 #5'S VERTICAL w/ #2
STIRRUPS AT 9" O.C. AT
ENDS OF WALLS TYPICAL
2" CONT. EXTRUDED NATURAL'
RUBBER BUMPER GUARD AS
MANUFACTURED BY "PAWLING
CORP MODEL 0-2, OR EQUAL.
6'-0"H LOUVERED ALUMINUM SELF-CLOSING GATES.
GATES PROFILE AND SS FINISH HARDWARE TO BE
SUBMITIED TO ARCHITECT FOR APPROVAL; COLOR 2
6' -0" CONC. WHEELSTOP
ANCHORED TO CONC. SLAB
#5 DOWELS AT 4' -0" IN
CONC. FILLED CELL AND
CORNERS
1/4" TAPCON AT 9" O.C.
2" MIN. EMBEDMENT
ACCESSIBLE
PARKING SPACE
"- SLOPE SHALL NOT
EXCEED 2~ IN ALL
DIRECTIONS
b
.xi
....
4. BOTrOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND
BORDER (SEE Fig. 9(d) AND 9(e).
5. Fig, 9(d) AND 9(e) MAY BE FABRICATED ON ONE
PANEL OR TWO.
6. Fig. 9(d) MAY BE SUBSTITUTED FOR Fig. 9(e) IN
AREAS WHERE SPACE IS LIMITED.
7. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT.
(7 FT. FROM PAVEMENT TO BOTIOM OF SIGN).
STANDARD
PARKING SPACE
g'
WHITE
g'-O"
5'-0"
BLUE
~
ACCESSIBLE SYMBOL IN
WHITE 3 TO 5 FEET HIGH
MIN.
2'-0"
ALL HANDICAP PARKING SPACES MUST BE SIGNED
AND MARKED IN ACCORDANCE WITH THE STANDARDS
ADOPTED BY THE DEPARTMENT OF TRANSPORTATION.
USE OF PAVEMENT SYMBOL IN HANDICAP PARKING
SPACES IS OPTIONAL.
TOP PORTION OF Fig. 9(d) AND 9(e) SHALL HAVE
A REFLECTIVE BLUE BACKGROUND WITH WHITE
REFLECTJVE SYMBOL AND BORDER.
/1--
\
1/
I
...
STANDARD
PARKING SPACE
.....1--
MIN.
g'-O"
-
2.
3.
TYP. STUCCO FINISH PAINTED TO
I MAII.,;H I:lUILLJII'Iu
/
C j.,/ (il J ~ ( )
^- ./ "'-
\. "
/
TO PROVIDE FULL REQ'D CLR. OPENING
ADD WHEELS TO GATE
ALL GATE HARDWARE SHALL BE
ON 1-1/2"x3" ALUM. TUBE
FRAMED LOUVRED GATE
TYPICAL DETAIL
HANDICAP CURB CUT RAMP
N, T.S.
TYPICAL DETAIL
HANDICAP CURB CUT RAMPS
N,T.S.
CROSSWALK
E.LAt'\LuYIEW
TYPICAL DETAIL
HANDICAP and STANDARD PARKING SPACES
N.T.S.
TYPICAL DETAIL
DUMPSTER ENCLOSURE
N.T.S.
Date
02
Scale
AS SHOWN
Drawn By.
J.n
03
Ref. Dwg.
20020557
17
1.
Field Book.
S.B.O
18
II a:f
II G5
FLOOR~X
(+)6.83 W
~
~~.
",-,
CONCRETE
(R-13.1 )
__\= 1 1/2" TYPE S-1 ASPHALTIC
- - - - - - _ J CONCRETE PAVEMENT
12" STABILIZED SUBGRADE, (L.B.R. 40)
COMPACTED TO 95% AASHTO T -180
21.2'
LANDSCAPED AREA
FIN
EL.
5.0'
SWK.
64.2'j:
SLOPE VARIES
TO THIS POINT
ELEV. REFERS
TO THIS POINT
_2.0%
---=- -
6" L1MEROCK BASE (L.B.R. 100) PRIMED,
COMPACTED TO 98% AASHTO T-180
24.0'
DRIVEWAY
5.0'
SWK.
g
...J
CD
SLOPE
PROP. 4" THK.
SIDEWALK PER
24.0'
DRIVEWAY
/ --
--
---
1 1/2" TYPE S-1 ASPHALTIC
CONCRETE PAVEMENT
rELEV. REFERS
TO THIS POINT
-------
_2.0%
~
18.0'
PARKING
I
L_
6" L1MEROCK BASE (L.B.R. 100) ;;RiM'ED-:
COMPACTED TO 98% AASHTO T-180
2.8'
-
SOD
5.0'
SWK.
25.7'j:
17.9'j:
EXIST. SOD
PROP. 12" TYPE
CONCRETE CURB
EXIST. 5.0' CONCRETE
SEWER PROTECTION
NORTH R/W LINE OF I (TO REMAIN)
WATERWAYS BOULEVARD MATCH EXIST. GRJ
ELEVATION VARIES
--1-
-- rf__
- - :::: :::: :::: == :::: ~ r
--------L~
-------_.J
39.0'
(1/2 R/W)
OFF-SITE IMPROVEMENTS
(TO REMAIN)
EXIST.
1 1/2" TYPE S-1
ASPHALTIC CONC.
PAVEMENT
ELEV. REFERS
TO THIS POINT
--------
_2.0%
- ~
I
6" L1MEROCK BASE (L.B.R~~) ;;RiM'ED?-~-
COMPACTED TO 98% AASHTO T-180
12" STABILIZED SUBGRADE, (L.B.R. 40)
COMPACTED TO 95% AASHTO T -180
18.0'
PARKING
2.8'
-
SOD
5.0'
SWK.
49.8'j:
20.0' min
SOD
PROP. 12" TYPE
CONCRETE CURB
EXIST. 5.0' CONCRETE
SEWER PROTECTION
(TO REMAIN)
MATCH EXIST. GRADE""""'\
ELEVATION VARIES .
2.0%_ _~
-= --~
--
).... - - - - ~ EXISTING GROUND
/' /,' "'-FILL AREA ELEVATION VARIES
/' AS REQUIRED
6.0'j:
SOD
GARAGE
BLDG.
FINISHED FLOOR
ELEV. (+)8.00
BUILDING SLAB
_ _ ~ _- -_ ~ ~ -=-_ -= =- -=-_ -= ~ ~_ -.:: =-..::-- c:: ..:\:.--;;- ;~LlZED - ~GRADE~ (LB.R. ~of ~~gN G~~,~~ - - - - - - - -
- COMPACTED TO 95% AASHTO T-180
25.0'j:
LANDSCAPED AREA
..'
18.0'
PARKING
PROP. 12" TYPE
CONCRETE CURB
ELEV. REFERS
TO T~1>%~NT
- .---
85.0'j:
1 1/2" TYPE S-1 ASPHALTIC
CONCRETE PAVEMENT
2.0%
............... -
'--
24.0'
DRIVEWAY
18.0'
PARKING
~O%_
ELEV. REFERS
TO THIS POINT
---------L----__
L_____
6" L1MEROCK BASE (L.B.R. 100) PRIMED-:
COMPACTED TO 98% AASHTO T-180
VARIES
LANDSCAPED MEDIAN
PROP. 12" TYPE
CONCRETE CURB
Job. No.
037030
wg.No.
3003-059
3
4
of
2004
CARL L. SKILES P ,E.
FLA, REG, NO, 13617
REMOVE ANY UNSUITABLE MATERIAL WITHIN 3.0' OF
FINISHED GRADE, AND BACKFILL W/ GRANULAR MATERIAL
---------------
TYPICAL SECTION
DRIVEWAY AREA
N, T. S.
12" STABILIZED SUBGRADE, (L.B.R. 40)
COMPACTED TO 95% AASHTO T-180
REMOVE ANY UNSUITABLE MATERIAL WITHIN 3.0' OF
____ FINISHED GRADE, AND BACKFILL wi GRANULAR MATERIA~
TYPICAL SECTION
DRIVEWAY AND PARKING AREA
N, T.S.
REMOVE ANY UNSUITABLE MATERIAL WITHIN 3.0' OF
FINISHED GRADE, AND BACKFILL W/ GRANULAR MATERIAL
TYPICAL SECTION
LAKE EXPANSION AREA
N.T,S.
F REQUIRED
EXCAVATE AS REQUIRED
MATCH EXIST. GRADE
AT ELEV. (+ )2.00j:
REMOVE ANY UNSUITABLE MATERIAL WITHIN 3.0' OF
FINISHED GRADE. AND BACKFILL W/ GRANULAR MATERIAL
-----------------
TYPICAL SECTION
DRIVEWAY AND PARKING AREA
N. T.S,
Q)
en
o
2
0...
CX)
N
o
~
~
o
o
N
"-
r-r)
N
.......
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cr>
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u
0...
(j)
~
~
r-r)
o
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INDEX
SHEET No.
TITLE
1
2
3
COVER SHEET
EXHIBIT /11 - NON-CONFORMING AREAS
EXHIBIT /12 - RESTRIPING PLAN
LEGAL OESCRIP11ON:
TRACT "A", OF "AVENTURA CORPORATED CENTER", ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 158, AT PAGE 47 OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
RECEWEO
AUG 2 5 2004
COMMUNITY DEVELOPMENT
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Field Book.
S.B.O,
Job. No.
037030- E
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ba:
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POLE (TO REMAIN)
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08 17 04
Scale
PROPOSED PARKING TABLE
1"=20
Drawn By.
J.D.!.
Cad. No.
031114SP
Date Plotted:
~
/ ..
/
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Ul
o
EXISTING
64
102
20
36
222
PROPOSED
69
66
22
17
174
TOTALS
133
168
42
53
396
DESCRIPTION
NORTH PARKING GARAGE LEVEL 1:
NORTH PARKING GARAGE LEVEL 2:
SOUTH PARKING GARAGE LEVEL 1:
SOUTH PARKING GARAGE LEVEL 2:
TOTALS:
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Ref. Dwg.
20020557
Field Book.
S.B.O.
Job. No.
037030-E
Dwg. No.
3003-059.B
Sheet
3 of 3
EXIST. ALUM. UGHT
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EXIST. ALUM. UGHT
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EXIST. ALUM. UGHT
POLE (TO REMAIN)
NORTH PARKING GARAGE
(LEVEL 2)
CARL L. SKILES P.E.
FLA. REG. NO. 13617
,~
a~b
~
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ventura,
.
ort
a
LANDSCAPE ARCHITECT
EGS2 Corporation
5996 S.W. 70 Street
South Miami, Florida 33143
ph. 305-274-2702/ fax 305-274-2887
e-mail: chris@siegersaurez-architect.com
DEVELOPER
GROUPE PACIFIC
20803 Biscayne Boulevard, Suite 200
Miami, Florida 33180
ARCHITECT
_ OLIVER. GLIDDEN · SPINA & pARTNERS
I ARCHITECTURE. INTERIOR DESIGN, INC.
INDEX OF:DRAWINGS
1401 Forum Way, Suite 100
West Palm Beach, Florida 33401
ph. 561-684-6841/ fax 561-684-6890
e-:mail: ogsp@ogsparchitects.com
PLANNER
CIVIL
1 SITE PLAN
2 SITE PLAN
3 SITE DETAILS
4 CONCEPTUAL UTILITY PLAN
5 DRIVEWAY PLAN
CIVIL ENGINEER
Carl Skiles
Fortin, Leavy, Skiles, Inc.
108 N .E. 168th Street
North Miami Beach, Florida 33162-3412
ph. 305-653-4493/ fax 305-651-7152
Della Porta, Ward & Associates
250 Catalonia Avenue, Suite 706
Coral Gables, Florida 33134
ph. 305-648-3390/ fax 305-648-3385
e-mail: dellaward@mindspring.com
ARCHITECTURAL
SP-l PARTIAL SITE PLAN
A-l FLOOR PLANS & ROOF PLAN
A-2 EXTERIOR ELEVATIONS
A-3 EXTERIOR ELEVATIONS & BUILDING SECTION
LANDSCAPE
L-l OVERALL LANDSCAPE REFERENCE PLAN
L-2 LANDSCAPE PLAN
L-3 LANDSCAPE PLAN
L-4 PLANT LIST, NOTES, & SPECS
L-5 EXISTING TREE INFORMATION & TREE REMOVAL
L-6 TREE REMOVAL CHART
Submittal Set - February 18, 2004
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COPYRIGHT 2004
THESE DRAWINGS ARE FOR THE EXCLUSIVE
JSE OF OLIVER GLIDDEN
SPINA & PARTNERS, INC, AND MAY NOT BE
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COPYRIGHT 2004
HESE DRAWINGS ARE FOR THE EXCLUSIVE
USE OF OLIVER GLIDDEN
SPINA & PARTNERS. INC. AND MAY NOT BE
PUPLlCATED. REPRODUCED OR USED
N ANY MANNER WITHOUT THE
FXPRESS WRITTEN CONSENT OF
PLlVER GLIDDEN & PARTNERS. INC.
ALL RIGHTS RESERVED.
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COPYRIGHT 2004
THESE DRAWl NGS ARE FOR THE EXCLUSIVE
JSE OF OLIVER GLIDDEN
SPINA & PARTNERS, INC. AND MAY NOT BE
JUPLlCATED, REPRODUCED OR USED
N ANY MANNER WITHOUT THE
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ALL RIGHTS RESERVED.
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& landcape comments 08.16.04
~ Revisions
~ landcape comments 06.23.04
Revisions
landcape comments 04.29.04
Date
02.18.04
Job number
EGS2corp.
landscape architecture
5996 S.W. 70th Street
South Miami r10rlda
305 . 274 .2702
William A. Eager, A.S.L.A.
lie. # LAOOO 1187
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Aventura, Florida
ex #237
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... THERMOPlASTIC ------____
<) note: CROSSWALK II -------...' ~;i!i#i!~1
<) Pond outline revised to save ~rees # 1 ~"f;;l!\Il
< and # 122 in response to lanh -r ~
< comments received, II ~
< &
If I,/' - \ note: j/ II II NO. COM~ON NAME DIAM. HEIGHT SPREAD REP~CEMENT -- ACTION I KEY :-----~
, \ 0 J Chart pert ~ins to exi ti 19 & 1/ ex 116 OA~' 2.50' 50.00' 20.00' t#NE-----_________ REMAIN /3\ --_ - [
, .-' existing building lant r ~.;;; rial at po~d area, rem 117 BOrTLE BRUSH 1.00' 20.00' 20.00' flONE REMOVE: POND ENLARGEMEf.ff---I1
/ / _ l D ,). TR / ex 118 ~~TTLE BRUSH 1.00' 20.00' 20.00' /;f..JON~'_____ REMAIN '--_ /1
/1 r, ~ \ ~ OWl "orrC~fil$F,sl1e t or j rem 119 ~OTTLE BRUSH 1.00' 20.00' 20.00' 1/ NONE -- REMOVE: POND ENLARGDviEN.r.)/
1 j\, .~ J - clarl'fff~or urna eJ rem 120 fED BAY 1.00' 25.00' 20,00' r'tre~ 12'_~a. ht. REMOVE: P~ ENLARGEMENT//
,,\ ~ J""'" tt ex 121 I!MAHOGANY 1.50' 35.00' 30.00' / NONE REMAINA ---------1/
/ ~ ~ ~'I + -II- ,~ ~ ~~ ex 122 II MAHOGANY 1.50' 35.00' 30.00' ---'N~_ REMAIN L3\ /I
f \ ~,'\.." ( /~) \~~ Jl ex ~12J---i XI,,~AHOGANY 1.50' 35.00' 30.00' NONE ------- REMAIN ~-.c:::::..AfI.-_~
/ ~ ~ (' ~ ~ <'~ ,: Y' ex 124 I SSYRci,f}/ti'!"'f. lltbl~,r,. 2.00' 35.00' 20.00"--- ___B~LOCA TE REMAIN II
ex #234- II. /'"'" \ '''~~:'1>lY + ,~::~ ii:!::::::::'" /' ~ Jo ex 125/ ROYAL P~ 2.00' 35.00' 20.00' NONE~ REMAIN---_______.. /7
,"/1 1.50" NONE
~ J ' ,,', ',',','" '"" ", ", ~""".""""'" + ' '> rem 12,? BOTTLE BRUSH 20.00 30.00..------ REMOVE: POND ENLARGEMENT
,',',',', ',',',','~" ' " 0:"'" ",',',' ,- ex 1i" BOTTLE BRUSH 1.50' 15.00' 20.00' NONr----.. REMAI1<l---
#230 ',';';J.<',', ,',',',',',',',' ~ ..... " ' "~..-. /' ~"r "'" -------
ex - I 1 ~~I I I I I I , I '"", ,,"," '..... 'II Illl~I;J.;.I" I ,1,',',',I.',','j1"1 / 7 v ./ or'^., '\. rtl
- ",',',',', ,',',',',' re ' l),.-" '::. """""~"""""~""""*""'" f> / /. ~V' r 10 8 BOTTLE BRUSH 1.50' 20.00' 30.0"'~ NONE REMAIN
L_ ',I,',', IIII,II~I ,1,1 III " ~ - '11,1,',1,1,1,',1 ',','1',1 " I I I 13~" ' ~)..r ex fJ \J ~
232 ~0l: ":~';',',' ,','" . ~ ',',',',',,",',',', X:''II~ 0 ex I:;' I, ~1 -
ex # =-i - ,',"';~;' ',' ',','" " fO\' " , "" . ,JTI, , Y F?1f;/. S 129 BOTTLE BRUSH 1.50' 20.00' 30 00' i\lON~ ....--.. REMA1N -
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ex #231 _ 1P ,'.... ',' '0, ,:""":,::,, ~"\, ", #136 "" ",'N.I~':" '<:"\<. '< '< . ,j . ...( 2 ~ 130 GUMBO LIMBO 2.00' 20.00' 20~Qlt N10NE . RELOCATE: POND ENLARGEMENT
ifl----I ',:,:,:,,:,:,:,:,' . ... \ trld 1 / r71"f\ ~:: 'y ::,\/'y v'"^'- )-,/~'v . '<' I 2.00' '- '- ~ ^ I,..V --'-Q.o::MAIINN
y -"':81t.:,:,:" ~ .~ ~L I v \ ":', y~ /Jo- eP 131 CYPRESS 30.00' 30.00' ---l'l~ -,--,,~ "C;..~
^ '-' / CYPRESS 1.00' 20.00' ,"'0.00' N10NE REMAIN ------
/ II Y ~ /(~., BOTTLE BRUSH 1.00' 20.00' 7~.00'--- ---1iONE ----f@AAIN
: ex #143 /1/.1 \ \ ~::::::' ',,",' 28~ tri / -< ^\^m,-/ >5 ~ ':::.1 lex 134 BOTTLE BRUSH 1.00' 20.00' /L 25.00' NONE REMAIN----
I j " /', '"\./'. " A.~~ .
\ /; /"\.. ......('J'--"\ /, / ex 135 BAMBOO 1.00' 20.00' 3~----. NONE - ____ REMAIN
sponse to landscape comments received. Planting ex #142 /fJ. / '- -::. :%:: tern" 140 ~f75\ '" _ >Y)A'; ./ <' / I rem 136 BOTTLE BRUSH 1.00' 20.00' II 20.00' NONE REMOVE:P0N9, ENLARGEMENT
and tree removal chart modified as necessary ex #144, /'1 \ \ i:J,: ~""' ~~ l >j 0 \e #131 / ~<::: ~ fJ4r../t?c J rem 137 BOTTLE BRUSH 1.00' 20.00' II ~- NONE -__h~EMOVE: PO~~ ENLARGEMENT f
__._^,_j I 0 "- .-'~:: "" I' -I- :'-. "< ~lfjjf1fY< 'J';(h 1 ~ \~em 138 BOTTLE BRUSH 1.00' 20.00' /1 20.00' NONE REMOvE:~f'~~D ENLARGEMENT Y
~ 1L~ .-' / ~ '" hu "~&" '" /)'-'/, , . ,,(9fj<~./..> '/,-.' y raw 139 BOTTLE BRUSH 2.00' 40.00'//-.r---35,IJQ' NONE _____ REMOVE: p~fm ENLARGEMENT /1
/1 t q J I'd " , e 132 / ~. '4f1:1) y^ V ".( \ rerrl~:%l BOTTLE BRUSH 1.50' 40.0 i/ 35.00' - NONE REMovt:~~ ND ENLARGEMENT f
v-v- -e l/m"J- SO I Ine Indicates future proposed .,~ 0 } v J:;', " ~. :>-~ v,r,-<Y / ',< ^(:\ \ ex W BOTTLE BRUSH 1.50' 40.0iJ____ 40.00' NONE REMA'tf..J I
I1"t ~ 0< "-...... pond outline ' ~;~ y ~<~~f~[f~. ' .:\ \ ex 14i7/ BOTTLE BRUSH 1.50' 40.9 . 40:00-- NONE ~t---_BEM IN #
note: !'u / ~.' t:-'" I;:~ >-'-( .).v /,.~;::>/)-~~ /,(~
all trees currently shown as "to be 1'1\ l~ ~!+ ~\ ~:::~.:':;:':;"';..:" -~ ';j,"/'rc ~/ '2lPf];' >^ .{~ /.y ex 14~ BOTTLE BRUSH 1.50' 40J~ 40.00' NONE ______ REl;\~IN
\U ~ '::::; j " ,',',' l\ '/;/ ^ ;"",,:;.,\tfJ . " , 'y" ex 14L BOTTLE BRUSH 1.50' 40.00' -~~;on!. _ N10NE -'I--. R~ AIN
removed" are based on the proposed Jl II L ~'~~r/~2::\~ "" ,\. dashed line indicates existing ","'"\ k, "::iii,:"~ ~ ' /~~(ri"~ v, >1/ ex 230 d"UEEi'i,.PALM 1.50' 30.00' 15.~;-------..:::~~___ - '~MAIN ! - 1/ - ~
extents of the future pond bank expansion. '" ~ "\..\ pond outline j;' ,,--- . y" ,.j.)?1~' . ,'\ r/ ex 231 QUEEN PtLM-:'::::: ~2~' 30.00' 15.00' NlONE - ~':::::::-.. #EMAIN /' - {, I \
Should the lake bank not be enlarged to the jll I + ," ,,' " ")~);:i AI/. A "'XO-J ~ / .. 232 QUEEN PALM--------'-.50. '=.00: 15.00' NONE ~REMAIN II (+_ \'..- '*-J e--i
size currently shown then the landscape plans f./'J /Ih ~ "-'"", '"\'" ~,'"\.. ~ ", ~""'"\, ""( : v / <<4~ .;be 2 3 QUEEN PALM 1.50'--~0' -~. 1~g!t. NONE REMAIN II 1'- ~"'__ -J- reloc #201
will be modified as necessary to save all existing~ 1/ \. \" ~ ( , '\, / ex 234 FIC~AMINA 4.00' 25.00' ~~O' ::; ::::::::@NE___ REMAIN ff~ _ II /' ~ +- .... - -/..- -reloc #200
trees and palms where possible. ,,"- existi ng pond '\ · fix ,~ ' -:: ~~: ~tu: :~~~:~::- ~ --:~~: :~~~: - ~~~~ -= ~ ~ :~~::~ IJil! ~x. . ~ ~ reloe #199
) . >-. / ex 237 ~ICUS BENJAMINA 2.00' 40.00' 40.00' N10NE ---I---BEM~ ~ -
q; /h - ~~ ,'v(j#145 ~129 ~" ~~L~ ' 'u "'--- ~~ ~ ~~~ ~'-(~!1 J '\ reloc#175
.s II - ",'~ Y", 2 ex. reloc '#130 "\ , reloc/~ p ~ - reloc. ~IOC. r r '\ ~ )
oS. If I ' ~ ""' " ~.-' ~Xli 'f ,/' \ ~ rem -' 201 0 -,'
~/I ( + ",,( ,,,"~ "" ' rem #1 -^--/ "\ _ I ,~ e #'740 ... #2Q1t.. ~ ex ~ -r \ "-
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,f 5Ti~8\f,j!fi:",,, ~ ~. note: ~ ~,\~ 1'-1'! 71 x ~~l1(j--r('\'~\ ~egg' -'-~l~~5 /-
/11 ~€.Ai[i!i!:::::;:::' ~ ~ y only trees to be rermoved are those whleh " '-- ,6 ..J. / ' existing tree abreviatlon legend iJ/l "our;> ex. \ e ' · x #2 7 r
~ l ex #XX : existing tree to remain
~-I ~":::::::::;,);:: (" that no trees are removed unnecessarily, "'Snli':lQ\ \ '~::;:: /, / . ~ ex reloe. # xxx: existing tree to be relocated /' .."'15.' ( yrem06 ex # "
'I \l :';', , ,,:,,~:, ~/ Vv ~) I ",1-1." ::" ",. reloc. # xx : new location of relocated tree .. ~\.
\: ',',',',',',' " ~';l~ ., I 0: ::;; , .. ~
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landcape comments 08.16.04
Revisions
landcape comments 06.23,04
Revisions
04.29.04
Date
02.18.04
Job number
5996 S.W. 70th Street
South Miami Florida
305 . 274 .2702
EGS2corp.
landscape architecture
William A. Eager. A.S.L.A.
LIe. # LAOOO 1187
Sheet number
L2
--- ------------~~~~""""-~-,........_.-,~-.--j---'''~~-'"-',;....._'~-'
plant specifications
1. Landscape Contractor shall be familiar w/ all work
required by these drawings. This shall include all grading plans
and detail sheets indicating depths of all plantings on the
pool deck. If these sheets are not included, contact
General Contractor.
2. All plant material furnished by the Landscape Contractor
unless otherwise specified in Grades and Standards for
Nursery Plants, second edition: February 1998, by the Florida
Department of Agriculture and Consumer Services Division
of the Plant Industry, shall be Florida Grade #1 or better.
3. All shrubs and groundcovers shall be guaranteed for 1 year
from date of final acceptance. All trees and palms shall be
guaranteed for 1 year from date of final acceptance. Sod shall
be guaranteed for 90 days from final acceptance.
4. Planting soil shall be weed free and consist of 60% clean
silica sand, 30% everglades muck and 10% Canadian peat. All
plants shall be installed with planting soil as indicated on details.
5. Landscape Contractor shall be responsible for placement
of planting soil on raised pool deck. Soil level as indicated on
plans and details shall be after settlement.
6. Landscape Contractor shall take all steps required to make
all planting beds weed and grass free prior to planting.
7. Landscape Contractor shall locate and verify all underground
utilities prior to digging.
8. All trees shall be staked and/or guyed in a good workmanlike
manner as per attached details. No nail staking permitted.
9. Any wire guys and/or fabric straps shall be flagged
w/ flourescent colored tape as shown in details.
10. All trees shall be fertilized at installation w/ "Agriform
Pills", 21 gram size, w/ a 20-10-5 formulation., (or approved
equal) according to manufacturers recommendations.
11. All other plants shall be fertilized at installation w/
"Osmacote" time release pellets (or approved equal) according
to manufacturers recommendations.
12. All trees in sod areas to have a 30" ring covered w/ a 2"
layer of shredded mulch. Cover all shrub beds w/ a 2" layer of
shredded mulch. Mulch shall not be Cypress.
13. Sod shall be St. Augustine 'Flor-Tam' (unless otherwise noted)
laid w/ alternating abutting joints. Sod shall be laid to edge
of curb or right of way. Sod in all areas not covered
w/ plant material, paving, gravel or mulch. Sod to be laid level
and w/ tight joints. Edges to be clean and smoothly cut to
follow outline shown. Landscape Contractor responsible for
take-off and 1 00% coverage of areas.
14. Where quantities and/or species differ between the planting
plans and plant lists, the plans shall take precedence.
15. Landscape Contractor is responsible for doing a take-off
of the attached plans. Plant list provided is for guidance only.
Landscape Contractor, in submitting a proposal based on these
plans, is responsible for all materials as noted on plans.
16. Discrepancies shall be brought to the attention of the
Landscape Architect.
17. No changes shall be made without the prior consent of the
Landscape Architect.
18. All planting beds shall be treated w/ a pre-emergent
herbicide as approved by the Landscape Architect.
19. Landscape Contractor is responsible for coordinating with the
General Contractor or Owner any and all conditions which may
affect the scope of work.
20. Landscape contractor shall include in bid all materials and
labor as required to complete the job as indicated on the plans
and as directed by the General Contractor. Bid shall include,
but not be limited to the following: filter fabric, drainage mat,
protection board, mulch, crane and other equip., etc.
21. All plant material shall meet or exceed specifications listed.
22. All planted beds shall recieve 100% coverage by a fully
automatic irrigation system as per plans.
23. Landscape Contractor shall be responsible for providing
temporary watering provisions until such time as the irrigation
system is operational.
24. All areas labelled mulch/gravel to recieve a 2" layer of material
over a weed barrier material.
.5
E
;q
.5
E
N
overall dimension to protect root zone
palm/large tree protection detail: no scale
existing tree or palm to be
protected. Refer to planting plans
drip line
4" x 4" pressure treated post or
approved equal. Extend 2' minimum
below grade
plastic orange construction fence
attached to wood post
existing grade to be preserved
existing subgrade outside of root zone
existing root zone to be protected
note: barrier to form continuous
circle around tree or palm to be
protected
-~
saucer
wrap 5 layers of burlap around
trunk under cleats
3 - 2"X4" wood cleats,
metal banded as support for braces
do not nail to tree
3 - 2"X4" wood braces 120 deg. apart
2" mulch
finish grade
2"X4" wood cleats buried 3" below
grade for unstable soil conditions
remove burlap from top of root ball
prepared planting soil per specs.
compact fully
palm/large tree planting detail
shrub planting detail
cu
shrub planting detail plan
small tree planting detail
plant material shall only be
pruned after installation for
uniformity
2" mulch
prepared planting soil,
compact fully
(47 count towards * 1
street tree req.)
distance varies according to species
allow for mature growth so plants
do not overhang paving, lawn, etc.
distance between plants to allow
for plants to reach mature size
without interfering w/ growth
of adjacent species
plant
mature growth
shrubs and groundcovers
to be planted using triangular spacing
except for single rows of plants
(ie: narrow borders, hedges, etc.)
do not cut central leader
retain natural shape of plant
paint all cuts over 1/2" w/ tree paint
trees of same species to be
matched in growth/character
unless otherwise noted
turnbuckle
#12 double strand twisted
wire guys spaced equally @ 45 deg.
angle to finish grade
place 2 ply rubber hose on wire
at all points of tree contact
tie w/ min. 2 bright orange safety
flags per wire
2" mulch
finish grade
minimum 2"x 2"x 2' stake
position to securely stabilize tree
remove burlap from top of root ball
prepared planting soil,
compact fully
*2
Aventura Corporate Center
Aventura, Florida
>
plant list
TREES
QTY
L1 L2 KEY PLANT NAME SPECIFICATION
15 13 ci Callophyllum inophyllum 12' ht. x 6-8' spr.4-5' c.t. 2" min. cal. full head
Beauty Leaf
3 dr Delonix regia 12' ht. x 6-8' spr.4-5' C.t. 2" min. cal. full head
Ro al Poinciana
26 II Ligustrum lucidum 12' ht. x 8-10' spr. 5-6' C.t. 21/2" min, cal. full head
Gloss Privet
1 pr Phoenix reclinata 16-18' ht. x 12-14' spr., min. 6 trunks specimen
Senegal Date Palm
15 3 qv Quercus virginiana (N) 12' ht. x 6-8' spr.4-5' C.t. 2" min. cal. full head
Live Oak
29 9 rr Roystonia regia 12' gray wood, matched
Royal Palm
33 17 sm Swetenia mahogani (N) 18' ht. x 10' spr., 6' c.t., 3" min. cal. full
West Indies Mahogany
12 & td Taxodium distichum (N) 8-10' ht. x 4-5' spr.4-5' C.t. 2" min. cal. full
Bald Cypress
9 vm Veitchia montgomeryana 2@6'g.w., 2@ 10' g.w. 2@ 14' g.w.
Montgomery Palm
8 qv1 Quercus virginiana 18' ht. x 10' spr., 6' c.t., 3" min. cal. full
Live Oak
2 bn Bismarckia nobilis 10' ht. x 10' spr., full
Bismarck Palm
SHRUBS & GROUNDCOVERS
QTY
L1
L2
66 - alp Alpinia z. purpurata 3 gal. 18-20" ht. x 12" spr. 24" o.c. full clump
Red Ginaer
1106 133 chr Chrysobalanus ic. 'Red-Tip' (N) 3 gal. 16" ht. x 14" spr.24" o.c. full to base
Red TiD Cocoplum
42 clu Clusia guttifera (N) 7 gal. 24" ht. x 18" spr.24" o.c. full to base
-
Small Leaf Clusia
236 - i1x Ilex vomitoria 'Schellings Dwarf' 3 gal. 16" ht. x 14" spr.24" o.c. full to base
Dwarf Yaupon
1764 207 ixo Ixora 'Nora Grant' 3 gal. 18" ht. x 14" spr.24" o.c. full
Pink Ixora
18 - jat Jatropha hastata 6-8' ht. x spr. 2-3' C.t. multi stem full
Same
9 - phr Phoenix roebellini 'triple' 6-8' ht. x 3-4' spr. 2' C.t. triple trunk full
Pygmy Date Palm
190 - phx Philodendron 'Xanadu' 3 gal. 16" ht. x spr. 24" o.c. full
Philodendron Xanadu
230 128 ptv Pittosporum tobira 'variegata' 3 gal. 16" ht. x spr. 24" O.c. full
Variegated Pittosporum
395 & rhu Ruhmora adiantiformis (N) 3 gal. 16" ht. x spr. 36" o.c. full
- Leatherleaf Fern
118 sch Schefflera arbicola 3 gal. 16" ht. x spr. 24" o.c. full
- Dwarf Schefflera
699 143 sea Seasonal flowers 6" pots 12"0.c. to be selected
100 spa Spathoglottis plicata 1 gal. 16" ht. x 14" spr. 18" o.c. full
- Purple Ground Orchid
514 & tri Tripsacum dactyloides (N) 3 gal. 16" ht. x spr. 36" o.c. full
- Fakahatchee Grass
vib Viburnum obovatum (N) 3 gal. 16" ht. x spr. 24" o.c. full
355 - Walters Viburnum
sod St. Augustine 'Flor-tam' solid sod
- -
Landscape Code Requirement Legend
* 1 : counts toward street tree requirement. Refer to planting plans for more info.
* 2 : counts toward tree and palm replacement requirement
&
~
landcape comments 08.16.04
Revisions
landcape comments 06.23.04
Revisions
landcape comments 04.29.04
Date
02.18.04
Job number
Sheet number
EGS2corp.
landscape architecture
5996 s.w. 70th Street
South Miami r10rida
305 . 274 . 2702
William A. Eager, A.S.L.A.
Lie. # LA0001187
L3
"
tree removal chart
NO. COMMON NAME DIAM. HEIGHT SPREAD REPLACEMENT ACTION / ~
1 ACASIA 3.00' 70.00' 40.00' NONE REMOVE
2 ACASIA 3.00' 70.00' 40.00' NONE REMOVE
3 ACASIA 3.00' 70.00' 40.00' NONE REMOVE
4 ACASIA 1.00' 60.00' 40.00' NONE REMOVE
5 ACASIA 1.00' 60.00' 40,00' NONE REMOVE
6 ACASIA 1.00' 60.00' 40.00' NONE REMOVE
7 ACASIA 1.00' 50.00' 30.00' NONE REMOVE
8 ACASIA 1.00' 50.00' 30.00' NONE REMOVE
9 ACASIA 2.00' 50.00' 40.00' NONE REMOVE
10 ACASIA 1.50' 50.00' 40.00' NONE REMOVE
11 ACASIA 1.50' 50.00' 40.00' NONE REMOVE
12 ACASIA 2.00' 50.00' 40.00' NONE REMOVE
13 ACASIA 1.50' 50.00' 40.00' NONE REMOVE
14 ACASIA 1.00' 50.00' 40.00' NONE REMOVE
15 ACASIA 1.50' 50.00' 40.00' NONE REMOVE
16 ACASIA 1.00' 50.00' 40.00' NONE REMOVE
17 ACASIA 1.00' 40.00' 30.00' NONE REMOVE
18 ACASIA 2.50' 50.00' 40.00' NONE REMOVE
19 ACASIA 1.00' 50.00' 30.00' NONE REMOVE
20 FICUS AUREA 15.00' 50.00' 100.00' NONE REMAIN
21 FICUS AUREA 15.00' 70.00' 100.00' NONE REMAIN
22 Pine 1.00' 70.00' 10.00' NONE REMOVE
23 Pine 1.00' 70.00' 10.00' NONE REMOVE
24 Pine 1.00' 70.00' 10.00' NONE REMOVE
25 Pine 1.00' 70.00' 10.00' NONE REMOVE
26 Pine 1.00' 70.00' 10.00' NONE REMOVE
27 Pine 1.00' 70.00' 10.00' NONE REMOVE
28 Pine 1.00' 70.00' 10.00' NONE REMOVE
29 Pine 1.00' 70.00' 10.00' NONE REMOVE
30 Pine 1.00' 70.00' 10.00' NONE REMOVE
31 Pine 1.00' 70.00' 10.00' NONE REMOVE
32 Pine 1.50' 70.00' 10.00' NONE REMOVE
33 Pine 1.00' 70.00' 10.00' NONE REMOVE
34 Pine 1.00' 70.00' 10.00' NONE REMOVE
35 Pine 2.00' 70.00' 10.00' NONE REMOVE
36 Pine 1.00' 70.00' 10.00' NONE REMOVE
37 Pine 1.00' 70.00' 10.00' NONE REMOVE
38 Pine 1.00' 70.00' 10. 00' NONE REMOVE
39 Pine 1.00' 70.00' 10.00' NONE REMOVE
40 Pine 1.00' 70.00' 10.00' NONE REMOVE
41 Pine 1.00' 70.00' 10.00' NONE REMOVE
42 Pine 1.00' 70.00' 10.00' NONE REMOVE
43 Pine 1.00' 70.00' 10.00' NONE REMOVE
44 Pine 1.00' 70.00' 10.00' NONE REMOVE
45 Pine 1.00' 70.00' 10.00' NONE REMOVE
46 Pine 1.00' 70.00' 10.00' NONE REMOVE
47 Pine 1.00' 70.00' 10.00' NONE REMOVE
48 Pine 1.00' 70.00' 10.00' NONE REMOVE
49 Pine 1.00' 70.00' 10.00' NONE REMOVE
50 Pine 1.00 70.00' 10.00' NONE REMOVE
51 Pine 1.00' 70.00' 10.00' NONE REMOVE
52 Pine 1.00' 70.00' 10.00' NONE REMOVE
53 Pine 1.00' 70.00' 10.00' NONE .REMOVE
54 Pine 1.00' 70.00' 10.00' NONE REMOVE
55 Pine 1.00' 70.00' 10.00' NONE REMOVE
56 Pine 1.50' 70.00' 10.00' NONE REMOVE
57 Pine LOa' 70.00' 10.00' NONE REMOVE
58 Pine 1.00' 70.00' 10.00' NONE REMOVE
59 Pine 1.00' 70.00' 10. 00' NONE REMOVE
60 Pine 1.00' 70.00' 10.00' NONE REMOVE
61 Pine 2.00' 70.00' 10.00' NONE REMOVE
62 Pine 1.00' 70.00' 10.00' NONE REMOVE
63 Pine 1.00' 70.00' 10.00' NONE REMOVE
64 Pine 1,00' 70.00' 10.00' NONE REMOVE
65 Pine 1.00' 70.00' 10.00' NONE REMOVE
66 Pine 1.00' 70.00' 10.00' NONE REMOVE
67 Pine 1,00' 70.00' 10.00' NONE REMOVE
68 Pine 1.00' 70.00' 10,00' NONE REMOVE
69 Pine 1.00' 70.00' 10. 00' NONE REMOVE
70 Pine 1.00' 70.00' 10. 00' NONE REMOVE
71 Pine 1.00' 70.00' 10.00' NONE REMOVE
72 Pine 1.00' 70.00' 10.00' NONE REMOVE
73 Pine 1.00' 70.00' 10.00' NONE REMOVE
74 Pine 1.00' 70.00' 10.00' NONE REMOVE
75 Pine 1.00' 70.00' 10.00' NONE REMOVE
76 Pine 1.50' 70.00' 10.00' NONE REMOVE
77 Pine 1.00' 70.00' 10.00' NONE REMOVE
78 Pine 1.50' 70.00' 10.00' NONE REMOVE
79 Pine 1.00' 70.00' 10.00' NONE REMOVE
80 Pine 1.00' 70.00' 10.00' NONE REMOVE
V' \ Pine 1.00' NONE ~
81 70.00' 10. 00' REMOVE
82 ROYAL POINCIANA 2.00' 50.00' 75.00' 18 trees @ 12' 0.0. ht. REMOVE
^ .A ^-~ '- ./ ROYAL POINCIANA 1.00' 30.00' 40.00' 3 trees @ 12'~ REMOVE
&' Uv
84 ACASIA 1.00' 60.00' 30.00' NONE REMOVE
85 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
86 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
87 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
88 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
89 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
90 SABLE 1.00' 30.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
EY
NO. COMMON NAME DIAM. HEIGHT SPREAD REPLACEMENT ACTION / KEY
91 Pine 1.50' 70.00' 40.00' NONE REMOVE
92 Pine 1.50' 70.00' 40.00' NONE REMOVE
93 Pine 1.50' 70.00' 40.00' NONE REMOVE
94 Pine 1.50' 70.00' 40.00' NONE REMOVE
95 Pine 1.50' 70.00' 40.00' NONE REMOVE
96 Pine 1.50' 70.00' 40.00' NONE REMOVE
97 Pine 1.00' 70.00' 40.00' NONE REMOVE
98 Pine 1.50' 70.00' 40.00' NONE REMOVE
99 Pine 1.50' 70.00' 40.00' NONE REMOVE
100 Pine 1.00' 70.00' 40.00' NONE REMOVE
101 Pine 2.00' 70.00' 40.00' NONE REMOVE
102 Pine 1.50' 70.00' 40.00' NONE REMOVE
103 Pine 1.00' 70.00' 40.00' NONE REMOVE
104 Pine 1.00' 70.00' 40.00' NONE REMOVE
105 Pine 1.00' 70.00' 40.00' NONE REMOVE
106 Pine 1.50' 70.00' 40.00' NONE REMOVE
107 Pine 2.00' 70.00' 40.00' NONE REMOVE
108 Pine 2.00' 70.00' 40.00' NONE REMOVE
109 ACASIA 1.50' 50.00' 50.00' NONE REMOVE
110 ACASIA 1.00' 50.00' 50.00' NONE REMOVE
111 GUMBO LIMBO 1.50' 15.00' 20.00' NONE RELOCA TE
112 GUMBO LIMBO 1.50' 15.00' 20.00' NONE RELOCA TE
113 SABLE 1.00' 20.00' 7.00' 1 palm @ 10' 0.0. ht. REMOVE
f 114 FICUS AUREA 2.00' 40.00' 50.00' NONE REMOVE
115 FICUS AUREA 2.00' 40.00' 50.00' NONE REMOVE
~16/ OAK 2.50' 50.00' 20.00' NONE REMAIN
^
-- BOTTLE "BRDSA 1.00' NONE REMOVE
117 20.00' 20.00'
118 BOTTLE BRUSH 1.00' 20.00' 20.00' NONE REMAIN
119 BOTTLE BRUSH 1.00' 20.00' 20.00' NONE REMOVE
( 120 RED BAY 1.00' 25.00' 20.00' 1 tree @ 12' 0.0. ht. REMOVE
121 MAHOGANY 1.50' 35.00' 30.00' NONE REMAIN
122 MAHOGANY 1.50' 35.00' 30.00' NONE REMAIN
-' i\Fr6.~ .-<). "
123 MA OGAI'! T 1.50' 35.00' 30.00' NONE REMAIN
124 ROYAL PALM 2.00' 35.00' 20.00' NONE REMAIN
125 ROYAL PALM 2.00' 35.00' 20.00' NONE REMAIN
126 BOTTLE BRUSH 1.50' 20.00' 30.00' NONE REMOVE
127 BOTTLE BRUSH 1.50' 15.00' 20.00' NONE REMAIN
128 BOTTLE BRUSH 1.50' 20.00' 30.00' NONE REMAIN
129 BOTTLE BRUSH 1.50' 20.00' 30.00' NONE REMAIN
130 GUMBO LIMBO 2.00' 20.00' 20.00' 1 tree @ 12' 0.0. ht. REMOVE
131 CYPRESS 2.00' 30.00' 30.00' NONE REMAIN
132 CYPRESS 1.00' 20.00' 20.00' NONE REMAIN
133 BOTTLE BRUSH 1.00' 20.00' 30.00' NONE REMAIN
134 BOTTLE BRUSH 1.00' 20.00' 25.00' NONE REMAIN
135 BAMBOO 1.00' 20.00' 30.00' NONE REMAIN
136 BOTTLE BRUSH 1.00' 20.00' 20.00' NONE REMOVE
137 BOTTLE BRUSH 1.00' 20.00' 20.00' NONE REMOVE
138 BOTTLE BRUSH 1.00' 20.00' 20.00' NONE REMOVE
139 BOTTLE BRUSH 2.00' 40.00' 35.00' NONE REMOVE
140 BOTTLE BRUSH 1.50' 40.00' 35.00' NONE REMOVE
141 BOTTLE BRUSH 1.50' 40.00' 40.00' NONE REMAIN
142 BOTTLE BRUSH 1.50' 40.00' 40.00' NONE REMAIN
143 BOTTLE BRUSH 1.50' 40.00' 40.00' NONE REMAIN
144 BOTTlE BRUSH 1.50' 40.00' 40.00' NONE REMAIN
145 CYPRESS 1.0' 25.00' 15.00' 1 tree @ 12' 0.0. ht. REM OVE
146 ROYAL PALM 2.00' 30.00' 15.00' NONE REMAIN
147 ROYAL PALM 2.00' 30.00' 15.00' NONE REMAIN
148 ROYAL PALM 2.00' 30.00' 15.00' NONE REMAIN
149 ROYAL PALM 2.00' 50.00' 20.00' NONE REMAIN
150 BOTTLE BRUSH 1.00' 30.00' 20.00' NONE REMAIN
151 BOTTLE BRUSH 1.00' 30.00' 20.00' NONE REMAIN
152 SABLE 1.50' 50.00' 20.00' NONE REMAIN
153 SABLE 2.00' 50.00' 20.00' NONE REMAIN
154 SABLE 2.00' 50.00' 20.00' NONE REMAIN
155 SABLE 1.50' 50.00' 6.00' NONE REMAIN
156 SABLE 1.50' 50.00' 6.00' NONE REMAIN
157 SABLE 1.50' 50.00' 6.00' NONE REMAIN
158 SABLE 1.50' 50.00' 6.00' NONE REMAIN
159 SABLE 2.50' 50.00' 6.00' NONE REMAIN
160 OAK 1.00' 20.00 15.00' NONE REMAIN
161 OAK 1.00' 20.00' 15.00' NONE REMAIN
162 GRN. BUTTON WOO 1.50' 12.00' 15.00' NONE REMAIN
163 GRN. BUTTON WOO 0.80' 12.00' 15.00' NONE REMAIN
164 GRN. BUTTON WOO 1.00' 12.00' 15.00' NONE REMAIN
165 GUMBO LIMBO 1.50' 15.00' 20.00' NONE REMAIN
166 FICUS AUREA 5.00' 50.00' 40.00' NONE REMOVE
167 ROYAL PALM 1.50' 70.00' 20.00' NONE REMOVE
168 SABLE 1.50' 75.00' 15.00' NONE REMOVE
169 SABLE 1.50' 75.00' 15.00' NONE REMOVE
170 SABLE 1.50' 75.00' 15.00' NONE REMOVE
171 SABLE 1.50' 75.00' 15.00' NONE REMOVE
172 SABLE 1.50' 75.00' 15.00' NONE REMOVE
173 SABLE 1.50' 75.00' 15.00' NONE REMOVE
174 SABLE 1.50' 75.00' 15.00' NONE REMOVE
175 SABLE 1.50' 75.00' 15.00' NONE RELOCATE
&
&:
Aventura Corporate Center
Aventura, Florida
NO. COMMON NAME DIAM. HEIGHT SPREAD REPLACEMENT ACTION / KEY
176 ROYAL PALM 2.00' 60.00' 20.00' NONE REMAIN
177 ROYAL PALM 2.00' 60.00' 20.00' NONE REMAIN
178 ROYAL PALM 2.00' 60.00' 20.00' NONE REMAIN
179 ROYAL PALM 2.00' 60.00' 20.00' NONE REMAIN
180 ROYAL PALM 2.00' 60.00' 20.00' NONE REMAIN
181 MAHOGANY 1.50' 55.00' 30.00' NONE REMAIN
182 MAHOGANY 1.50' 55.00' 30.00' NONE REMAIN
183 MAHOGANY 1.50' 55.00' 30.00' NONE REMAIN
184 GUMBO LIMBO 1.50' 30.00' 20.00' NONE REMAIN
185 GUMBO LIMBO 1.50' 30.00' 20.00' NONE REMAIN
186 GREEN BUTTON WO ::JD1.50' 20.00' 20.00' NONE REMAIN
187 SABLE 1.50' 20.00' 15.00' NONE REMAIN
188 QUEEN PALM 1.00' 25.00' 15.00' NONE REMAIN
189 QUEEN PALM 1.00' 20.00' 10. 00' NONE REMAIN
190 QUEEN PALM 1.00' 20.00' 10. 00' NONE REMAIN
191 QUEEIN PALM 1.00' 20.00' 10.00' NONE REMAIN
192 GUMBIO LIMBO 2.00' 20.00' 25.00' NONE REMAIN
193 MAHOGANY 2.00' 60.00' 50.00' NONE REMAIN
194 SABLE 1.00' 30.00' 10.00' NONE REMAIN
195 SABLE 1.00' 20.00' 10.00' NONE REMAIN
196 SABLE 1.00' 30.00' 10.00' NONE REMAIN
197 SABLE 1.00' 30.00' 10. 00' NONE REMAIN
198 SABLE 1.00' 30.00' 10. 00' NONE REMAIN
199 SABLE 1.00' 35.00' 10.00' NONE REMAIN
198 SABLE 1.00' 35,00' 10.00' RELOCA TE RELOCA TE
199 SABLE 1.00' 35.00' 10.00' RELOCA TE RELOCA TE
200 SABLE 1.00' 30.00' 10.00' RELOCA TE RELOCA TE
201 SABLE 1.00' 25.00' 10.00' RELOCA TE RELOCA TE
202 SABLE 1.00' 50.00' 10.00' RELOCA TE RELOCA TE
203 FICUS AUREA 3.50' 50.00' 30.00' NONE REMOVE
204 FICUS AUREA 4.00' 50.00' 30.00' NONE REMAIN
205 FICUS AUREA 2.00' 50.00' 30.00' NONE REMAIN
206 FICUS AUREA 4.00' 50.00' 30.00' NONE REMOVE
207 FICUS AUREA 2.00' 50.00' 30.00' NONE REMAIN
208 ROYAL PALM 1.50' 55.00' 20.00' NONE REMAIN
209 SABLE 1.50' 8.00' 10. 00' NONE REMAIN
210 GUMBO LIMBO 1.50' 40.00' 30.00' 2 trees @ 12' 0.0. ht. REMOVE
211 GUMBO LIMBO 1.00' 20.00' 15.00' 1 tree @ 12' 0.0. ht. REMOVE
212 GUMBO LIMBO 1.00' 20.00' 15.00' 1 tree @ 12' 0.0. ht. REMOVE
216 SABLE 1.00' 35.00' 15.00' 1 palm @ 10' 0.0. ht. REMOVE
217 ACASIA 1.00' 30.00' 20.00' NONE REMOVE
218 MAHOGANY 1.00' 30.00' 25.00' 1 tree @ 12' 0.0. ht. REMOVE
219 FICUS BIN JANINA 1.50' 25.00' 25.00' NONE REMOVE
230 QUEEN PALM 1.50' 30.00' 15.00' NONE REMAIN
231 QUEEN PALM 1.50' 30.00' 15.00' NONE REMAIN
232 QUEEN PALM 1.50' 30.00' 15.00' NONE REMAIN
233 QUEEN PALM 1.50' 30.00' 15.00' NONE REMAIN
234 FICUS BIN JANINA 4.00' 25.00' 25.00' NONE REMAIN
235 FICUS BINJANINA 1.50' 50.00' 50.00' NONE REMAIN
236 FICUS BIN JANINA 2.50' 40.00' 40.00' NONE REMAIN
237 FICUS BINJANINA 2.00' 40.00' 40.00' NONE REMAIN
238 ARECA PALM 15-20' 10.00' NONE REMOVE
239 ARECA PALM 15-20' 10.00' NONE REMOVE
240 ARECA PALM 15-20' 10.00' NONE REMOVE
241 ARECA PALM 15-20' 10.00' NONE REMOVE
242 ARECA PALM 15- 20' 10.00' NONE REMOVE
243 ARECA PALM 15-20' 10.00' NONE REMOVE
244 ARECA PALM 15-20' 10. 00' NONE REMOVE
245 ARECA PALM 15-20' 10. 00' NONE REMOVE
246 ARECA PALM 15- 20' 10.00' NONE REMOVE
247 ARECA PALM 15-20' 10.00' NONE REMOVE
248 PAURlOTIS PALM 10-15' HT 10.00' NONE RELOCA TE
Note:
Reference Aventura Corporate Center Specific and Tree Survey prepared
by Ford, Armenteros, & Menucy, Inc, and dated 09,18,03 for tree locations,
All other trees on site not included in above chart to remain unless otherwise noted.
tree and palm replacement information
49 trees @ 12' o.a. ht.
49 trees @ 12' o.a. ht. - refer to plant list for more info.
total replacement palms required: 8 palms @ 10' o.a. ht.
total replacement palms provided: 8 palms @ 10' o.a. ht. - refer to plant list for more info.
Street Trees
* 1 N.E. 209th Street
*1 N.E. 30th Avenue
* 1 Waterways Blvd.
452' length / 30' = 15.06 or 16 trees required
615' length / 30' = 20.5 or 21 trees required
505' length / 30' = 16.83 or 17 trees
16 trees provided
21 trees provided
17 trees provided
Landscape Code Requirement Legend
* 1 : counts toward street tree requirement
* 2 : counts toward tree and palm replacement requirement
EGS2corp.
landscape architecture
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landcape comments 08.16.04
Revisions
landcape comments 06,23.04
Revisions
landcape comments 04.29.04
Dote
02.18.04
Job number
Sheet number
5996 S.W. 70th Street
South Miami Florida
305 . 274 .2702
L4
William A. Eager, A.S.L.A.
Lie. # LA0001187