05-06-2003 Plans
::.
L 2 ,-.
Carl Skiles
Fortin, Leavy, Skiles, Inc.
108 NE 168th Street
North Miami Beach, FL 3162-3412
305-653-4493 / fax 305-651-7152
em.ail: carl@flssurvey.com
CIVIL ENGINEERS
1401 ForulTI Way #100
West Paltn Beach, FL 33401
561-684-6841 / fax 561-684-6890
email: ogp@ogparchitects.com
Oliver - Glidden & Partners,
Architects & Planners, Inc.
John Glidden
ARCHITECT
"""
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Randy Pool
FLORIDA Bard, Rao & Athanas
20 North Orange Avenue, #401, Orlando, FL 32801
407-316-4960 / fax 407-316-4961
etllail: rlp@brplusa.com
Brian Rheault/ Bridge Design
7812 Belvedere Road
West Palm. Beach, FL 33411
561-753-0816 / fax 561-753-0798 / bridgebbd@aol.com
MECHANICAL/ E~CTRICAL/
PLUMBING ENGINEERS
Jay Miranda, COO
20900 Biscayne Blvd, Aventura, FL 33180
305-682-7100
emai1: jay.miranda@HCAHealthcare.com
A ventura Hospital
and Medical. Center
STRUCTURAL ENGINEERS
Bill Greenfield / George Llgeti
2300 Glades Road, Suite #100E
Boca Raton, FL 33431
800-392-2902 / fax 561-392-3822
email:greenfield@greenfieldgrp.com
ligeti@greenfieldgrp.com
..-------------..-----------------------.--------
THE GREENFIELD GROUP
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AVENTURA
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BUilDING
(2 STORY BUilDING
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fiNISH FLOOR ElLVATIOIl +11.43
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CINCL 8 HDCP SPACES)
CINCL. 2 STROLLER SPACES)
IN PARKING STRUCTURE 1042 SPACES
CINCL. 12 HDCP SPACES)
TOTAL SPACES 1074 SPACES
CINCL. 20 HDCP SPACES)
PHASE 1.
CIVIL WORK IN N.E. 27th COURT
CSEE CIVIL DWGS. PARKING
GARAGE AND RELATED SITEWORK
PHASE 2:
MEDICAL OFFICE BUILDING AND
RELA TED SITEWORK
ON GRADE HANDICAP PARKING COUNT
CBUILDINGS USING PARKING S TRUC TURE)
4 HDCP SPACES
8 HDCP SPACES
8 HDCP SPACES
20 HDCP SPACE ON GRADE
PHYSICIANS BUILDING
CANCER CENTER
NEW M.O.B.
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INDEX OF DRAWINGS
SP-l OVERALL HOSPITAL SITE PLAN
SP-2 PHASE 1 CONCEPT PLAN
A-l FIRST FLOOR PLANS
A-2 CONNECTING BRIDGE / 3RD LEVEL PARKING/2ND FLOOR OFFICE
A '"""3 3RD FLOOR OFFICE / 4TH LEVEL PARKING
A-4 OFFICE 4TH ..r 5TH FLOOR ..r ROOF PLAN
A-5 OFFICE BUILDING EXTERIOR ELEVATIONS
A-CO 2ND ..r 5 TH LEVEL PARKING S TRUC TURE
A-7 COTH ..r ROOF LEVEL PARKING STRUCTURE
A-B PARKING STRUCTURE EXTERIOR ELEVATIONS
A-ct BUILDING SECTION
A-10 BUILDING SECTIONS
A VENTURA MEDICAL OFFICE BUILDING
OGf-P Project No. 0202G
BUILDING CODE CLASSifiCATION
CONS TRUC TION.
TYPE II. FULL Y SPRINKLERfD
5 STORIES CFBC TABLE 500)
OCCUPANCY.
GROUP B. BUSINESS
FIRE RATINGS. cmc TABLE GOO)
COLUMNS C1ST THROUGH 4TH FLOORS) 3 HOUR
COLUMNS C5TH FLOOR) . 2 HOUR
BEAMS CSUPPORTING ONr; FLOOR) 2 HOUR
BEAMS CAT ROOf) 1 HOUR
FLOORS 2 HOUR
ROOF 1 HOUR (OVI:R 3D' fROM PROPI:RT'l' UNO
EXTERIOR. BEARING WALLS NL (OVI:R 3D' FR. PROPI:RT'l' UN!:)
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FLORIDA 6UllDING CODE. 2001 EDITION WITH 2002 AMENDMENTS
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100 SF/PERSON CNFPA f- mC)
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TI-lESE DRAWINGS ARE FOR iHE
EXCLUSIVE USE OF OUVER GUDDEN &:
PARlNERS, INC. AND MAY NOT BE
DUPUCA lED, REPRODUCED OR USED
IN ANY MANNER WlTI-lOUT iHE
EXPRESS WRITTEN CONSENT OF
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mESE ORA WINGS ARE FOR 'THE
EXCLUSIVE USE OF OLIVER GLIDDEN &
PARlNERS, INC. AND MAY NOT BE
OUPLlCA lED, REPRODUCED OR USED
IN ANY MANNER WlmOUT mE
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COPYRIGHT 2002
TI-lESE DRAWINGS ARE FOR ll-IE
EXCLUSIVE USE OF OLIVER GLIDDEN &
PARTNERS, INC. AND MAY NOT BE
DUPLICATED, REPRODUCED OR USED
IN ANY MANNER WlTI-lOUT TI-lE
EXPRESS WRITTEN CONSENT OF
OLIVER GLIDDEN & PARTNERS, INC.
ALL RIGHTS RESERVED.
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SET P.C.P.
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1. 5' NORTH
1
2
3
5
6
-----~- -- ~~--~-----'------~--------~ ---~ -- ~
I
7
NSg'57' 15"E 16Sg.00'
PDODC.D
2600 ISLAND BOULEVARD
N.W. CORNER OF N.E. 1/4 OF
SEC. 10, TWP. 52S, RGE. 42E
PDODBD
I
22D42'
N62D55'34"
I
LEGAL DESCRIPTION OF COOLING TOWER:
2800 ISLAND BOULEVARD
EXISTING 32 STORY TOWER
R=23000'
D=39D 58' 2111
L= 160 05; ~
\
\
SET P.C.P.
L.B. · 3527
ON WET FACE
OF SEAWALL
0.86' EAST
H
H
A PORTION OF TRACT 1810F WILLIAMS ISLAND AMENDED, AS RECORDED
IN PLAT BOOK 126, PAGE 49 OF THE PUBLIC RECORDS OF MIAMI-
DADE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
)
F
COMMENCE AT THE SOUTHWEST CORNER OF THE 2600 ISLAND
BOULEV ARD CONDOMINIUM ASSOCIATION BOUNDARY AS SHOWN
IN "TWELFTH SUPPLEMENT AL DECLARA TION", AS RECORDED IN
OFFICIAL RECORDS BOOK 18534, PAGE 3207 OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA;
THENCE NORTH 270 24132" EAST, A DIST ANCE OF 45.37 FEET;
THENCE SOUTH 620 35126" EAST, A DIST ANCE OF 4.50 FEET;
THENCE NORTH 270 24135" EAST, A DIST ANCE OF 10.33 FEET TO THE
POINT OF BEGINNING;
THENCE NORTH 620 35'27" WEST, A OIST ANCE OF 27.58 FEET;
THE N C E NOR T H 270 24134 II E AS T, A 0 1ST AN CEO F 60.42 FEE T ;
THENCE SOUTH 620 35127" EAST, A DIST ANCE OF 27.58 FEET;
THENCE SOUTH 270 24134" WEST, A DIST ANCE OF 60.42 FEET TO THE
POINT OF BEGINNING.
~
R=23D00'
L=13086'
* = 34 a 31' 31"
R=78000'
L=40a00'
*=29D23'0811
R=104050'
L = 1 40 0 01'
*=76a45'4 II
OUMFOUNOLING BAY
G
G
2' CAP SEAWALL
SAID LAND SITUATED IN AVENTURA, MIAMI-DADE COUNTY, FLORIDA.
CONT AINING 1,666 SQAURE FEET, MORE OR LESS.
CATCH
BASIN
CATCH
BASIN
R-78.00'
~=290 23'08"
L-80.00'
F
'.
-
TRACT "e"
S76~9.981
48'40"t
.
.
.
,
127.418'
SET P.C.P.
L.B. · 3527
3' O/S
E
G'\
~ <<-~
-A CATCH ~
BASIN
INGRESS EGRESS EASEMENT
FOR 2600 ISLAN BOULEVARD
j'
t
E
BRICK PAVER DRIVE
o
.
THIRTY-ONE
TORY TOWER
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(';::/ MANHOLE ~.
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COOLING TOWER
60.421
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129.97'
OUMFOUNDLING BAY
8.
P.O.B.
N27024135"E 10.331
N620351271lW 27.581
S62035126"E 4.501
TRACT "B"
WilLIAMS ISLAND AMENDED
PLAT BOOK 126, PAGE 49
MIAMI-DADE COUNTY RECORDS
THREE STORY PARKING
STRUCTURE W/POOL DECK
, CAP SEAWALL
8
o
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2' CAP SEAWALL
PROPERTY LINE /
L
N
__________n
o
1.0
30 /5 0 30 60 90
I I l I I J
GRAPHIC SCALE
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\
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=====~--
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__________-0
1.0
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o
ASPHAL T DRIVE
A
SOUTHERN BEL
EASEMENT
N89036'1211W 644049'
o
o
(J)
10.5' 146.81'
PERPETUAL NON-EXCLUSIVE EASEMENT
O. R. B. 106, PG. 141 D. C. R.
SET P.c.P.
L.B. · 3527
3' O/S
tJ}
u
Lu
Q.
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P.O.C.
SOUTHWEST CORNER
2600 CONDOMINIUM ASSOCIATION
BOUNDARY
OJUS CANAL
,.
I
.....
FOR THE PURPOSE
OF THE PROPOSED
I
"....,
OF DESCRIBING THE LOCATION
COOLING TOWER
I
A
PROJECT
REVISIONS:
""'"
""
"""
NOT V NJD WITHOUT THE SIGNATURE MID
THE ORIGINIV... RNSED SEIV... OF A FLORIDA
UCENSED SURv'EYOR MID MAPPER
SCALE:
DRAWN BY:
CHECKED BY:
DATE:
PROJECT NO.
SHEET 1
F.B.
PG.
I:
CONSUL - TECH ENGINEERING. INC.
CONSUL TING ENGINEERS · LAND PLANNERS · LAND SURVEYORS
3141 COMMERCE PARKWAY
MIRAMAR, FLORIDA 33025
PHONE: (954) 438-4300
FAX: (954) 438-1433
NOTE: THE UNDERSIGNED AND CONSUL-TECH ENGINEERING. INC. MAKE
NO REPRESENTATIONS OR GUARANTEES AS TO THE COMPLETENESS OF THE
INFORMATION REFLECTED HEREON PEHT AlNING iTa EASEMENTS.
RIGHTS-oF-W 1ft. SET -B/iCK VNES. RESERVATIONS. /JIGREEMENTS OR
OTHER MATTERS OF RECORD. THIS INSTRUMENT IS INTENDED TO REFLECT
OR SET FORTH ONLY THOSE ITEMS SHONN IN THE REFERENCES ABOIE OR
oar AlNED BY FIELD SURVEY. CONSUL-TECH ENGllNEERlNG. INC. DID
NOT RESEARCH THE PUBUC RECORDS FOR MATfTERS AFFECTING THE LANDS
SHOWN HEREON.
NaTE: THIS INSTRUM:ENT IS THE PROPEHTY OF CONSUL-TECH
ENGINEERING. INC. AND SHAJJ... NOT BE REPROWCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF CONSUIL-TECH ENGINEERING, INC.
2600
ISLAND BOULEVARD
SURVEY TYPE:
)
2
3
4
5
6
S.K.S.
BOUNDARY SURVEY
/
DATE:
-Z.'2.o6".o~
<FILENAME>
<USERNAME>
DD-MMM-YYYY HH.MM
(
STE EN K. SEELEY
PROFESSIONftJ... SURVEYOR AND M
NO. is 4514 STATE OF FLORIDA
OF
FILE
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/. . . . .:/.< . . .. '. .............. .... . ;/. . . . . . . '.:' . . .. .
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EXIST, TREE
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EXIST, BED OF
SEAGRAPE
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> OV\;E::<' SUPPORT
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NEW CONTOURS
GE OF COOLING
WER SUPPORT
EXISTING
THREE STORY
PARKING STRUCTURE
W /POOL DECK
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. .. . . . . . .. .. . , .'.. . .. ... .. .. .. .. ... .. " .. . .. . I,. .. .
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PLANTING PLAN
SCALE
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- ~'.- '. (/. -;<- (NOT INDICATJ:D)
,~ I ~,,-~
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,. 11 i ,\\ .', . . C~OWN ON SPECIES
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~ " ,,'" l'
___ I- 3: 3:
I- ~ ~ ~ ~ WRAP TRUNK WITI-l BURL.AP
~ ~ ~ ~ ~/.r- DOlJBLE BAND :I MIN - 2'X4' ~ooD
~ ~ '1. '1. / 8.l>.TTENS TO WRAPPfD TRUNK
i ~ i~,"' //: 2"X4'X&' I'oIOOD STAlCES - :I MIN PERt TREE
~ u u <,', - 3' LAYER Of' MULCI-l AS SPECIFIED
/'.{ 'l 4' IoIICOW WATERINGi SAUCER
4& "~. 24" DIAMETER IN SODDED AREAS
~'" . 2"X4' I'oIOOD ICICICER ST AICES
. . BELCil'lI FINISI<I GiRADE
, , - FINISI<I CORADE
EXISTINe< SUB-GRADE
PLANTINGi SOIL BACICFILL
. FERTILIZER AS SPECIFIED
~,i~J.JTs..LQ e.i: 2)( 'nolI!: 51Z::
OF lllE ~,,:
PALM PLANTING DETAIL
PLANTINGi SOIL BACKfiLL
. FERTILIZER ,bS SPECIFIED
i",J.AloiTJNGi eiTI~,TO 13E 2)( THE SIZE
OF TI~E ~ClOT_1:
LARGE TREE PLANTING DETAIL
mE TRUNK WHERE APPI.ICA!lLE
IN 4' DIAMETER SAUCER
SOD / MULQ.! I.JNE
GRC'UNDCOVER (12'-1&' OC TIP)
ALL DIMENSIONS'S' EQUAL
MEDIUM SHRUBS (24' OC TIP)
ALL DIMENSIONS 'C' EQUAL
WRAP T~UNK WITI-l BURL.AP
DOlJ61E BAND 3 MIN - 2'X4' WOOD
BATTENS TO WRAPPED TRUNK
~- 2"X4'X&' WOOD STAKES - 3 MIN PE~ TREE
. 3' LAYER CF MULCI-l AS SPCCIFIED
~l ~ 4" HIGH WATERINtO SAUCER
'\, 48' DIAMETER IN SODDED AREAS
'\ 2'X4' WOOD KICKER STAKES
'\. SELOW FINISj./ GRADE
<. - FINISI<I GRADE
j~/
- 3/4' RU66ER I-I05E
lIlO GALVANIZED WIRE
&' LONG METAL 'T' pOST
2 MIN FOR TREES UP TO 10 FT HT
3 MIN ON TREES 10 - 16 FT IoIT
3' LAYER OF MULCH /JoS SPECIFIED
4' HIGl-I WATERINGi SAUCER
/ 48' DIAMETER IN SODDED AREAS
~ .,' " ,- FINISIoI tiRADE
.~, '~ EXISTINGi SUB-GRADE
PLANTING SOIL BACKFILL
. FERTILIZER AS SPECIFIED
,'LANTI"'" fiTS 'ro BE zt THE SIZE
oF twi ~Ui
LARGE 5H~UBS (30'-*' OC TIP)
ALL DIMENSIONS 'D' EQUAL
3' LAYER Of MULCH
AS SPECIFIED
- EXISTINCO SUB-GiRADE
- FINISI<I "RADE
PLANTIN" SOIL BACI'J'ILL
--I' '1<=111 II '"-11'- I - 11-111-- 'I~ · FERTILIZER AS sPECIFIED
~-II:::;, ,,-_=1 - - I=;W=-I'-IW.::_)~, ifl' ~ EXISTING SUB-GIW:lE
- I - II - -- I
5ECTIOI\! -. - - ~~1~'~lr BE 2X TIoIE SIZE
5I-IRUB PLANTING DETAIL
SMALL TREE PLANTING DETAIL
f:
W
,2600 WilLIAMS ISLAND - PLANT LIST
CTY.
.. .'- . ,.'-
~J~<?t~~J,ca~._f'J,~,~,~_
Common Name
.. .' , ,~ -' " ~'.>..., .... ~.. - . '. .,. ......, .. .,..':T'
Size
,,;~ .- .~
'~ecs.l Source
. - --.. "." ,.. 'l ~'f/I!~ '," .~.. .
<4 ("
~ ,~
,,\~o~~yph,a '!"{iikes ia.pa.
r'....."c~ N'H !!f""IiJi:~.,,,.~
)n...~ '1)'~.." '.lr;? ?': j~,,fi'->.;. r:,~,:;J~ t:}'.
BB,FG
Sunshine Tropical
Full
Balance canopy
Full
,"'_J ff:'
':o.:.?V'TJ,se ,Ian9
()).(;(:nut Pall~"1
Song of India
Cat Palm
Silver Button\f\OOd
Macho Fern
3 Gal
16'OA,3'GW
1411 6-TSH
61H x 4'W - FG
101 - F G
3 Gal
I r" ~"
,J. Ii..J!JrI\O
'l
~,'~
'"
20
14
1
80
P racena retlexa
Chamaedorea cataractarum
.~"~". ..... - .' . , . ',., .'. . ..... .., .' "
Conocarpus erectus sericeus
_. , ~. . '. '" ....
Nephrolepis biserrata IlV1achol
Mise
Mulch
Soil
Sed
Euc.aJyp.~u.. ~gr C,ypress
- .. . ..
At/as 3000
.. St. Aug. 'Palmetto'
as needed
as needed
as needed
NOTES:
... . '~'" ~ .,
-Should items not be available, please choose comparable material.
- , . ,
- Contractor is responsible for damages caused by removal or relocation oftrees. If damages are
unpreventable, please bring this to the attention of the designer Cf manager of 2600 williams island
prior to WCfk.
PLANT PALETTE
PLANTING NOTES
I.
4.
ALL PLANTS ARE TO BE FLORIDA NO I. GRADE OR BETTER.
NO SUBSTITUTIONS WILL BE ACCEPT'ED WIT~OUT PRIOR ~RITTEN
APPROVAL BY T~E LANDSCAPE ARcn..HTECT.
ALL LANDSCAPE AREAS TO RECEIVE 100% IRRIGATION COVERAGE
WIT~ A MINIMUM 50% OVERLAP BY AN AUTOMATIC IRRIGATION
SYSTEM. SYSTEM S~ALL INCLUDE A RAIN SENSOR DEVICE.
USE OF NONPOT ABLE WATER 5I-lALL BE USED FROM A RUST FREE
SOURCE.
QUANTITIES ON PLANT LIST ARE FOR CONVENIENCE ONLY.
T~E LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR ALL PLANTS
S~OWN ON PLANTING PLAN(S), W~EN DISCREPANCIES OCCUR
BETVIlEEN HIE PLANT LIST AND PLANTING PLANS, THE PLANS
ARE TO OVERRIDE THE PLANT LIST IN ALL CASES.
CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES PRIOR TO COMMENCING WORK.
ALL Sl-IRUB AND GROUND COVER BEDS 5I-lALL BE LAID OUT IN A
UNIFORM AND CONSISTENT PATTERN; SET IN A PERPENDICULAR
LINE W~EN ABUTTING PAVEMENT OR BUILDINGS.
ALL TREES AND PALMS TO BE STAKED AND GUYED AS
INDICATED ON DETAILS.
ALL PLANTING AREAS TO RECEIVE 3,11 LAYER OF GRADE B
SHREDDED EUCALYPTUS MULC~ WHERE APPLICABLE. OBVIOUSLY
GROUND COVERS VIlHICH HAVE A LOHl PROFILE RECEIVE LESS MULCl-L
MULCH SHOULD BE KEPT AWAY FROM THE ACTUAL TRUNK OF
Sl-IRUB MATERIAL. TOP OF MULCH 5I-IALL BE 211 BELOW ANY
ADJACENT PAVEMENT.
17. NURSERIES LISTED ON PLANT PALETTE ARE THERE AS SUGGESTIONS
ONLY TO ACQUIRE PLANT MATERIAL. CONTRACTOR MAY USE l^J!-lOMEVER
HE l^JISHES AS LONG AS PLANT MATERIALS ARE COMPARABLE.
'I. ALL PLANT MATERIAL TO BE BACK FILLED VIlITH 40% MUCK, 40%
SAND, AND 20% PEAT PLANTING MIXTURE.
10. FERTILIZER 5I-lALL BE APPLIED AS PER MANUFACTURERS
RECOMMENDA TIONS AS FOLLOl^JS:
SOD 8-8-8
ANNUALS. GROUND COVER OSMOCOTE -SIERRA BLEND 14-14-14
Sl-lRUBS, TREES, PALMS AGRIFORM 20-10-S TABLETS
II. ALL SOD 5I-lALL BE LAID ON III DEPT~ OF TOPSOIL.
2.
3.
S.
12. ALL EXISTING TREES TO REMAIN SHALL RECEIVE A MIN.
1211 MULC~ RING.
13. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED ON
THREE SIDES WITH APPROVED HEDGE. PLANTINGS S!-lOULD
ALLOW APPROPRIATE PERSONNEL ACCESS TO EQUIPMENT.
14. ALL TREES Sl-IALL BE PLANTED AT LEAST 101 FROM OVERHEAD
POJ,o.JER LINES.
IS. LANDSCAPE SHALL NOT OBSCURE FIRE HYDRANT NOR
SPRINKLERIST ANDPIPE l^JYES.
6.
7.
8,
16. ALL EXISTING TREES ON SITE IN THE VICINITY OF NEl^J CONSTRUCTION
Sl-IALL BE PROTECTED.
PLANTING NOTES
.~\ ;j,
...",";\, /II
--.,. 'i)......-..
:~ r:;' _______ TIE UP F~ONDS WI JUTE TWINE
~ :..----- (HURRICANE CUT OPTIONAL)
.....-- WOOD BLOCKING BANDED
,// A~OIJND TRliNIC
. ,,./
. , i ~
MIST HEADS - 4 PER TREE
WOOD' BLOCKINCO eANDED
AROUIND TRUNK
- 4'X4")o(12' BRACES
/ NAILE.D TO BLOCICING
D TO & PER TREE
, , /- BliBBIl..ER IRRIGATION IoIEADS
: 4-6 FER TREE
0. " 3' HIGJ.l ....ATERIN<; SAUCER
. 2'X4'l<<24" STAKE
NAII.E!D TO BRACE
",'.
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'\.'./ NAILED TO BLOCl'ING
.,
\\
\\ 3' J.lIGl-I SAUCE~
'<,J (3) 2 X 4 X 24' STAKES
/ \>:\ r NAILED TO BRACE
.'. '. .:.-'--- - EXISTING GiRADE
PLANTING MIX
OSEE RELOCATION SPECIFICATIONS FOR
PRUNIINCO AND DIGGING INFORMATION
5ElZ $f.:Ofi""" !..~- 3
CLEAN SAND
OSEE RELOCATION SPECIFICATIONS FOR
~~W~~tfN~IIPjriGIN" INFORMATION
PALM RELOCATION DETAIL
.IJ. {p' MIN.
TREE RELOCATION DET AI L
PLANTING DETAILS
N.T.S.
REVISIONS
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ENVIROSCAPES INC.
LANDSCAPE DESIGN
INTERIOR DESIGN
DESIGN MAINTENANCE
P.O. BOX 160703
MIAMI FlA 33116.0703
(305) 279.9914 BRWD. (954) 425 7223
FAX (305) 655~ 2958
WWW.ENVIROSCAPE.COM
DATE 12/02/02
SCALE AS Sl-lOWN
8'( MM/ S.8.1 NB.
DRAWING 1:I
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COOL ING TOWER
CONC. PIER 6EYOND
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ISOLATION PAD.
COORD. WI COOLING
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~
GENERAL CONSTRUCTION NOTES
CONCRETE:
SHALL BE A MIX DESIGNED IN ACCORDANCE WITH AC.I. 301-84 TO ACHIEVE A 28-DAY COMPRESSIVE
STRENGTH OF 4000 P.S.I.
ALL CONCRETE SHALL CONTAIN AN ENGINEER-APPROVED A.S.T.M. C494-90 TYPE "D" ADMIXTURE
(WATER-REDUCING RETARDER).
TRANSPORTATION, PLACING AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318-89 BUILDING
CODE.
ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE
WITH A.S.T.M. STANDARDS, FLORIDA BUILDING CODE AND AC.!. 318-99. TEST CYLINDERS MUST BE
TAKEN EVERY 50 CUBIC YARDS PER DAY PER TYPE OF CONCRETE PRIOR TO PLACEMENT. TESTING LAB
SHALL PROVIDE COPIES OF CONCRETE TEST RESULTS TO ENGINEER'S OFFICE FOR REVIEW.
CONCRETE SLAB THAT IS EXPOSED TO WEATHER & 5'-0" FROM THE EDGE OF TERRACE OR BALCONY
TO HAVE "DCI" CONCRETE ADMIXTURE.
REINFORCING STEEL:
SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND CONFORMING TO A.S.T.M. A615-90,
GRADE 60 (INCLUDING SUPPLEMENT S1.)
ALL ACCESSORIES SHALL HAVE UPTURNED LEGS, AND BE PLASTIC DIPPED AFTER FABRICATION.
ACCESSORIES FOR REINFORCING SHALL BE INSTALLED IN ACCORDANCE WITH A.C.I. 315 CURRENT EDITION.
SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 4'-0" C/C. SUPPORT BARS AND
ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR.
A MINIMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE
PROVIDED FOR TOP REINFORCING.
ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD
PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE.
PLASTIC TIPPED COLUMN SPACERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL, SUCH
THAT A 2" MINIMUM CLEARANCE IS MAINTAINED.
MASONRY:
BLOCK UNITS SHALL CONFORM TO FLORIDA CONCRETE AND PRODUCTS ASSOCIATION SPECIFICATION "CM-1"
AND TO A.S.T.M. C90, GRADE N, TYPE 1. WITH A COMPRESSIVE STRENGTH OF 2,000 P.S.I. ON THE NET
CROSS-SECTIONAL AREA.
CONTRACTOR TO KEEP ALL THE BLOCK WALLS BRACED DURING PLACEMENT AND COMPACTION OF THE
NEW FILL.
ALL MASONRY WORK SHALL CONFORM TO ACI 530 AND N.C.MA STANDARDS, LATEST EDITION.
BRACING:
THE BUILDING FRAME SHALL BE BUILT TRUE AND PLUMB AND TEMPORARY BRACING SHALL BE
INTRODUCED WHEREVER NECESSARY TO TAKE CARE OF ALL CONSTRUCTION LOADS TO WHICH THE
STRUCTURE MAY BE SUBJECTED, INCLUDING EQUIPMENT AND OPERATION OF SAME, SUCH BRACING SHALL
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE LEFT IN PLACE AS LONG AS
REQUIRED FOR SAFETY.
STRUCTURAL STEEL:
ALL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN STRICT ACCORDANCE WITH
THE CURRENT EDITION OF A.I.S.C. SPECIFICATION TO COMPLY WITH THE LATEST EDITION OF SOUTH FLORIDA
BUILDING CODE (BROWARD EDITION)
ANCHOR BOLT SHALL CONFORM TO AS.T.M. A307, UNLESS OTHERWISE NOTED (U.O.N.)
CONNECTION BOLTS SHALL CONFORM TO AS.T.M. A325N.
ALL STRUCTURAL STEEL ITEMS SPECIFIED ON STRUCTURAL DRAWINGS SHALL BE HOT DIPPED GALVANIZED
AFTER FABRICATION ACCORDING TO A.S.T.M. A123, MINIMUM 2 OUNCES PER SQ. FT.
ALL STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A36
ALL STEEL TUBE COLUMN TO CONFORM TO AS.T.M. A500, GRADE B, FY = 46 ksi
WELDING
ALL WELDING TO BE DONE BY CERTIFIED WELDERS. WELDING SHALL BE MADE WITH E70XX ELECTRODES
AND CONFORM TO CURRENT RECOMMENDATION OF THE AI.S.C. AND THE AMERICAN WELDING SOCIETY.
ALL FIELD WELDING SHALL BE TESTED BY TESTING LAB AFTER COMPLETION. SUBMIT THE RESULT TO THE
ENGINEER'S OF RECORD. TESTING LAB TO BE HIRED BY THE CONTRACTOR
....
SHORING:
FORMS AND SHORES FOR CONCRETE SLABS AND BEAMS SHALL BE DESIGNED TO WITHSTAND THE DEAD
LOAD OF CONCRETE AND ALL CONSTRUCTION LOADS.
DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING SHALL COMPLY WITH THE AC.I. 318-89
BUILDING CODE AND BE ENTIRELY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
SHORING DRAWINGS TO BE PROVIDED BY GENERAL CONTRACTOR AND SHALL BE SIGNED AND SEALED BY
A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
FOUNDATION:
SHALL BE 14"!I} AUGER CAST CONCRETE PILE WITH 35 TON COMPRESSION CAPACITY AND 35 TON
TENSION CAPACllY AS PER RECOMMENDATION OF ARDMAN & ASSOCIATES, INC. SOIL REPORT
DATED OCTOBER '15, 2002 REPORT NO. 02-3765. ACCORDING TO THE REPORT THE LENGTH
OF THE PILE IS APPROXIMATELY 25 FEET.
MISCELLANEOUS:
MINIMUM COVER (IN,)
3"
2"
1"
1 1/2"
1 1/2"
1 1/2"
FOOTINGS, PILE CAPS, GRADE BEAMS (CONCRETE CAST
AGAINST AND PERMANENTLY EXPOSED TO EARTH)
FOOTINGS, PILE CAPS, GRADE BEAM AND WALLS (CONCRETE
CAST IN FORMS AND PERMANENTLY EXPOSED TO EARTH)
SLABS (NOT IN CONTACT WITH EARTH
OR EXPOSED TO 'WEATHER)
SLABS (NOT IN CONTACT WITH EARTH
AND EXPOSED TO WEATHER)
BEAMS (TO STIRRlUPS)
COLUMN (TO TIES)
SHOP DRAWINGS:
ALL REINFORCING STEEL, STRUCT. STEEL, PRECAST CONC. JOIST, SHOP DRAWINGS SHALL BE
SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW, PRIOR TO FABRICATION SUBMIT ONE
FABRICATION PAPER SEPIA (TO BE RETURNED) AND ONE BLUELlNE PRINT. (CERTIFIED MILL
TESTS ARE ALSO REQUIRED)
ALL WORK:
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE FLORIDA
BUILDING CODE.
WIND LOAD SHALL. COMPLY WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE.
CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL,
MECHANICAL. ELEC:TRICAL AND PLUMBING DRAWINGS. THE USE OF SCALE TO OBTAIN DIMENSIONS NOT
SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS
RESULTING FROM ~SUCH ACTION.
CONTRACTOR SHAL.L BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, STREETS AND SIDEWALKS
DURING EXCAVATIOIN AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
GENERAL CONTRA\CTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS, LINES AND LEVELS OF
ARCHITECTURAL, SlTRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE, SHAPE, WEIGHT AND
LOCATION OF EQUIIPMENT, SLAB, ROOF, WALL AND BEAM OPENINGS OR PENETRATIONS.
IN CASE OF DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL PLANS, NOTIFY ENGINEER'S
OFFICE PRIOR TO CONSTRUCTION. THE ARCHITECTURAL PLANS SHALL GOVERN UNLESS STRENGTH IS
AFFECTED. (UNLESS NOTED OTHERWISE)
ALUMINUM:
ALUMINUM CONSTR~UCTION SHALL BE IN ACCORDANCE WITH AMERICAN SOCIETY OF CIVIL ENGINEERS SPECIFICATIONS
FOR STRUCTURE OIF ALUMINUM ALLOY 6061- T6 ALUMINUM SURFACES SHALL BE PREVENTED FROM COMING IN
DIRECT CONTACT WlITH CONCRETE OR WITH METALS NOT COMPATIBLE WITH ALUMINUM, SHALL BE SEPERATED
BY BITUMINIOUS ASPHALTIC PAINT OR BY NEOPEREN GASKET OR BY THE APPROVED METHOD DESCRIBED IN THE
FLORID BUI DING CODE & THE SOCIETY OF ALUMINUM SPECIFICATION
LOUVER:
THE LOUVER TO BE USED IS THE RUSKIN ELF6375DX WITH A WHITE KYNAR FINISH. THE LOUVER MAY BE OBTAINED
BY THE DISTRIBUTOR CORS-AIR (800) 678-2424. &
UNDERGROUND UTILITIES:
CONTRACTOR IS TO VERIFY AND IDENTIFY THE LOCATION OF ALL UNDERGROUND CABLES, WIRES, LINES (GAS AND WATER)
AND ANY OTHER UITILlTIES WHICH MAY EXIST IN THE AREA OF WORK SO AS NOT TO DAMAGE SUCH ITEMS AND IS
RESPONSIBLE IF SIUCH DAMAGE SHOULD OCCUR AND WILL BE RESPONSIBLE FOR THE REPAIR OF THE DAMAGED UTILITY.
COOUNG TOWER:
THE STRUCTURE WIAS DESIGN TO EXCLUSIVELY SUPPORT THE FOLLOWING COOLING TOWER:
BALTIMORE AIR COIIL MODEL NUMBER 3648A
SUBSTITUTIONS OR OTHER UNITS WILL NOT BE ALLOWED WITHOUT THE REVIEW AND CONSENT OF THE ENGINEER.
TENSION DEVELOFMENT SCI-IEDULE 'LD'
~A~ r....~lP...l r...."""" 1>1I1 r...&_ .,., r...6_..., r".,_ "", r"._".1
5111= tOP tl-lEFl: tOP OTI-IE~ tOP InTI-IE!ll: tOP TI-IE"' tOP OTI-EFl: tOP OTI-lEIOl
, (6~1 13 12 13 12 13 12 13 12 13 12 13 12
o 4 11 12 11 12 11 12 11 12 11 12 11 12
· ~ 21 1& 21 1& 21 IS 21 1& 21 IS 21 IS
o Eo 2; 101 21'; 18 21; 1,1:>, ?I; JP: ?l:;. 19. 2S 18
01 31 21& 32 23 29 21 29 21 29 21 29 21
os 48 35 42 3e> 38 21 34 24 34 24 34 24
0;) 61 44 53 38 48 34 43 31 41 29 38 21
o leD 18 SI& 1&1 48 I&e> 43 55 39 52 31 48 34
· 11 (Eo~1 91& 1&8 83 59 14 53 1&8 48 1&3 4S &9 42
10 11 Cli>Kel) 131 98 118 8!:; le>1& 15 91 1&9 89 64 84 I&e>
TENSION LAF SFLICE LENGTI-I NOTES
LTI . 13 'LO' I 'LT2' MA'I'" eE ~PLACEO 6'1'" .LTI', IF NOT MORE THAN SrDlII OF
LT2 . l1 'LO. I T+4E sPLICES A~ PROVIDED AT ONE PARTICULAR SECTION.
COMFRESSION LAF SFLICE nLcn
I
'LC' . 3rD 6AR OIAMI:T1:R FOR re' :>3ril>ril>rD P61
I
STANDARD 90. HOOKS AT
NON-CONTINUOUS ENDS.
--- 'E' BARS
,25 OF L 1---
Tnp "RARS
,3 OF L1 ---- ,3 OF L2
'c' BARS
IT - 2\
L_=t-
VHERE BEAM TERMINATES /
AT A SLAB, EXTEND TOP
BARS INTO ADJACENT SLAB,
0'
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~
6' MIN,
--- LC ----
Tnp MID
I ~
-- LC-~
7
7
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AS SCHEDULED
<TYP, E.E" U,O,N.)
NDTE'~HERE BARS MARKED 'CDNTI~US' REQUIRE LAPS,
LAP 24 BAR DIAMETERS AT POINT OF LEAST STRESS.
lIE = L 1 DR L 2 <THE GREATER SPAN),
.....
L 1
TYPIICAL
FOR BEAMS
-_~__._ --_ _'__'_~~'~'.'~~~"_".__'______'____~_____~"'_'~._k'_"~w"'_~_~_~'"_~"__"'<.__.~_'_______..~___.,_,,_,_,..._..______~,~_~,~,__,__,____,_",_______,_.,,_,-_,,_,,",__,_,_~__,,__._~.___..___.__~___.._
/ TnP RARS
"
""'BOT, BAf S
~
- '----'-
6' MIN, EMBEDMENT
UNLESS INDICATED
CONTINUOUS
-a, CLR - SLABS
1 1/2' CLR - EXT, SLABS
2' CLR, - BEAMS
.---
l' CLR - SLABS
1 1/2' CLR - EXT,SLABS
- 2' CLR, - BEAMS Be
SLABS ON FILL
3' CLR, - GR, BEAMS
'---
.
...
L 2
REINFORCEMENT PLACEMENT
AND ONE OR TWO WAY
DIAGRAM
SLABS
eTD. 1-1001<
1.lld (30' MIN) -t4~ TYP.
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WALL INTERSECTION
- -
CORNER
REINFORCING DETAIL AT
FOR REINFORCEMENT
CORNERS OF
ETC.
~ -
. L.....J
T leOL., T /TIE eM.
/
/
TIE 6M.
eEE PLANe ..
5CI-IED. DOR REINF.
MOISTURE CONTENT OF BLOCKS SHALL NOT EXCEED 35% OF TOTAL ABSORPTION AT THE TIME OF
PLACEMENT.
MAXIMUM LINEAR SHRINKAGE FOR BLOCK UNITS USED FOR EXTERIOR WALL SHALL NOT EXCEED .04%.
MORTAR SHALL CONFORM TO AS.T.M. C270, TYPE "M" (2,500 P.S.I.).
HORIZONTAL REINFORCEMENT, STANDARD LADDAR DESIGN NO. 9 "DUR-O-WALL" OR ENGINEER-APPROVED
EQUAL SHALL BE PROVIDED EVERY 2ND BLOCK COURSE (1'-4" VERTICALLY). U.O.N.
NON-LOAD BEARING MASONRY WALLS AND TIE COLUMNS SHALL BE HELD CLEAR OF OVERHEAD SLABS AND
BEAMS UNTIL DEFLECTION DUE TO DEAD LOADS ABOVE HAS OCCURRED.
AFTER UPPER WALL HAS BEEN PLACED ON SLAB OR BEAM ABOVE, LOWER NON-LOAD BEARING MASONRY
WALL SHALL BE GROUTED TIGHT BELOW MEMBER.
DOVETAIL ANCHORS 14 GAUGE UNLESS OTHERWISE NOTED (U.O.N.) (5-1/2" LONG) AND INSERTS SHALL BE
USED EVERY 2ND BLOCK COURSE AT BLOCK-COLUMN INTERSECTIONS.
GROUT SHALL CONFORM TO AS.T.M. C-476 SPECIFICATIONS.
ALL BLOCK MASONRY STRUCTURAL COMPONENTS SHALL BE TESTED IN ACCORDANCE WITH A.S.T.M.
STANDARDS AND ACI 530 AND SPECIFICATIONS LISTED BELOW TAKEN FROM THE NATIONAL CONCRETE AND
MASONRY ASSOCIATION.
PRISM COMPRESSIVE STRENGTH (F'M) OF EACH SPECIMEN IS CALCULATED BY DIVIDING ULTIMATE TEST
LOAD (TO BE SHOWN IN TEST LAB REPORT) BY THE NET CROSS-SECTIONAL AREA OF THE PRISM. THE VALUE
OF F'M USED FOR DESIGN SHALL BE NO MORE THAN 125 PERCENT OF THE MINIMUM VALUE DETERMINED
BY THE TESTS. TEST 3 PRISMS FOR EACH 5,000 SQ. FT. OF WALL AREA. REQUIRED PRISM STRENGTH IS
2,000 P.S.I (U.O.N.)
ALTERNATE BLOCK TESTING MAY BE DONE FOLLOWING AS.T.M. C1140 "SAMPLING AND TESTING OF
CONCRETE MASONRY UNITS."
TESTING LAB SHALL PROVIDE COPIES OF MASONRY TEST RESULTS TO ENGINEER'S OFFICE FOR REVIEW.
GROUT SHALL CONSIST OF 3,000 P.s.I. PEA ROCK CONCRETE WITH AN 8 TO 10 INCH SLUMP. REINFORCED
CELLS SHALL BE PROVIDED AT EACH SIDE OF ALL MASONRY OPENINGS VERTICAL CELLS TO BE GROUTED
SHALL HAVE A MINIMUM CLEAR DIMENSION OF 3 INCHES AND CLEAR AREA OF 10 SQUARE INCHES.
GROUTING SHALL BE DONE IN A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING FOUR FEET WITH A
MAXIMUM TOTAL POUR OF TWELVE FEET. THE GROUT SHALL BE CONSOLIDATED BETWEEN LIFTS BY
PUDDLING, RODDING, OR MECHANICAL VIBRATION. ALL REINFORCED MASONRY WALLS SHALL BE
INSPECTED PRIOR TO GROUTING.
FOR HIGH LIFT GROUTING OF MASONRY CELLS, CLEAN-OUTS SHALL BE PROVIDED AS PER A.C.1.530 & N.C.M.A. STANDARDS.
If3 [] fiI S' CIC OR AS PER PLAN
/
/
COL. VERT. ~ INF.
/
/
DOWELe (W/eTD. 1-1001<0)
TO MATCI-I COL REINF.
FOOTING: OR G:6. - eEE
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TYP. TIE COL. REINF. DETAIL.
TIE COLUMN DETAILS
AND
FOOTINGS
CONCRETE
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WALLS, BEAMS
SCHEDULES.
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T Jr :r"" Checked 6~ Date
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Drawtng No.
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Sheet 5 4
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THIS DRAWING IS
THE PROPERTY OF
FORTIN, LEAVY, SKilES, INC.
AND IS AN INSTRUMENT
OF SERVICE NOT TO BE
REPRODUCED IN WHOLE
OR IN PART WITHOUT
THE EXPRESS WRITTEN
PERMISSION OF SAME.
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LAND USE TABLE - PHASE I (GARAGE BUilDING)
LAND USE TABLE
LAND USE TABLE - CANCER CENTER
LOf~. I>LOC.,K ~
MAP OF f t7iv'N CF I'1tU.AiWIt..E
(P l>~ ''f>-, P 9- I~)
ZONING DISTRICT: "MO" (MEDICAL OFFICE DISTRICT)
SITE AREA:
GROSS lAND AREA
LESS R.O.W.
LESS WATER
ZONING DISTRICT: "MO. (MEDICAL OFFICE DISTRICT)
SITE AREA:
GROSS Lb.ND AREA
LESS R.O.W.
LESS WATER
ZONING DISTRICT: "MO" (MEDICAL OFFICE DISTRICT)
SITE AREA:
GROSS lAND AREA
LESS R.O.W.
LESS WATER
r.' -------
49,347 S.F.
o S.F.
o S.F.
1. 13 AC.
o AC.
o AC.
278,674 S.F.
o S.F.
o S.F.
6.40 AC.
o AC.
o AC.
2.28 AC.
o AC.
o AC.
99,469 S.F.
o S.F.
o S.F.
- - - - -- - - - - - - - - - - - ~ ,-,- -: - ~_--::_- -: -~ -:-=- -; ~ --- ~ ~ - ,- - - - - - - ---:-_=-
----~- -- ,':: i !
':
_ ____L.~__ ._
,
NET lAND AREA (N.LA)
Lb.ND USE DATA:
BUILDINGS & PARKING GARAGE: (FOOTPRINTS)
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
NET lAND AREA (N.LA)
Lb.ND USE DATA:
CANCER CENTER BUILDING: (FOOTPRINT)
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
'----.,' !
NET Lb.ND AREA (N.LA)
lAND USE DATA:
PARKING GARAGE:
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
49,347 S.F.
1.13 AC.
278,674 S.F.
6.40 AC.
99,469 S.F.
2.28 AC.
T R A C. T
j -
!" -- - - ~~ - Up -
12,297 S.F.
20,592 S.F.
1,335 S.F.
15,123 S.F.
24.92 %
41.72 %
2.71 %
30.65 %
115,011 S.F.
77,608 S.F.
10,591 S.F.
75,464 S.F.
41.27 %
27.85 %
3.80 %
27.08 %
58,087 S.F.
17,913 S.F.
2,746 S.F.
20,723 S.F.
58.40 %
18.01 %
2.76 %
20.83 %
~~---~~~--------------------~----
_._~"; -I
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1
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49,347 S.F'.
REQUIREID
39 %
100.0 %
PROVIDED
31 %
TOTAL
OPEN SPACE:
lANDSCAPED AREAS: % OF N.L.A.
TOTAL
OPEN SPACE:
Lb.NDSCAPED AREAS: % OF N.L.A.
278,674 S.F.
REQUIRED
39 %
100.0 %
PROVIDED
27 %
TOTAL
OPEN SPACE:
lANDSCAPED AREAS: % OF N.L.A.
99,469 S.F.
REQUIRED
39 %
100.0 %
PROVIDED
21 %
.
sTREEt
~lIth.
NE
PROVIDED
REQUIRED
PARKING REQUIREMENTS:
USES PROPOSED:
EXISTING PARKING TO BE REPLb.CED:
PHASE II M.O.B.:
EXISTING CANCER CENTER:
EXISTING PHYSICIANS BUILDING:
SUBTOTALS:
REQUIRED
PROVIDED
PROVIDED
PARKING REQUIREMENTS:
USES PROPOSED:
STANDARD: (1/300 S.F.)
HANDICAP: (101-150)
BABY STROLLER: (101-500)
REQUIRED
PARKING REQUIREMENTS:
USES PROPOSED:
EXISTING PARKING TO BE REPLb.CED:
GARAGE GROUND LEVEL: 155 STALLS (4-HC)
GARAGE SECOND LEVEL: 180 STALLS (4-HC)
GARAGE THIRD LEVEL: 180 STALLS (4-HC)
GARAGE FOURTH LEVEL: 182 STALLS
GARAGE FIFTH LEVEL: 184 STALLS
GARAGE SIXTH LEVEL: 161 STALLS
HANDICAP:
BABY STROLLER:
DRIVE "
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11 6 SP.
5 SP.
2 SP.
7 SP.
10 SP.
2 SP.
o SP.
151 SP.
176 SP.
176 SP.
182 SP.
184 SP.
161 SP.
12 SP.
o SP.
265 SP.
345 SP.
123 SP.
160 SP.
893 SP.
o SP.
33 SP.
19 SP.
42 SP.
94 SP.
162 SP.
o SP.
o SP.
o SP.
o SP.
o SP.
o SP.
o SP.
o SP.
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TOTAL: (36,891 S.F. / 300 S.F.)
SITE DEVELOPMENT STANDARDS:
FLOOR AREA RATIO: (.40) + (.11 x 3 STORIES)
FLOOR AREA ALLOWED: (0.73 x 49,347 S.F.)
LOT COVERAGE: (12,297 S.F.) G.F.A.
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (10.0'x25.0')
PARKING SETBACK:
BUILDING SETBACKS:
SlREET SIDE YARD: (NORTH - INTERIOR)
SIDE LOT YARD: (SOUTH)
FRONT YARD: (EAST - INTERIOR)
STREET REAR YARD: (WEST)
123 SP.
ALLOWED
0.73
36,023 S.F.
45 %
10
176.0 FT.
2EA.
10.0 FT.
REQUIREID
0.0 FT.
15.0 FT
00.0 FT.
25.0 FT.
19 SP.
PROVIDED
0.75
36,891 S.F.
25 %
3
EXIST. (30.0'x)
o EA.
23.7 FT.
PROVIDED
N/A
15.1 FT
N/A
26.9 FT.
-==-j
j:
i ____
GARAGE BUILDING:
o SP.
1.042 SP.
D.
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TOTALS:
893 SP.
1,136 SP.
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HANDICAP SPACES: (FOR 1,135)
BABY STROLLER:
SITE DEVELOPMENT STANDARDS:
FLOOR AREA RATIO:
FLOOR AREA ALLOWED: (0.84 x 278,674 S.F.)
LOT COVERAGE: (115,011 S.F.) G.F.A.
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (1 0.O'x25.0')
PARKING SETBACK:
BUILDING SETBACKS:
STREET SIDE YARD: (NORTH)
SIDE LOT YARD: (SOUTH)
FRONT YARD: (EAST)
STREET REAR YARD: (WEST)
TOTAL: (INSIDE GARAGE)
SITE DEVELOPMENT STANDARDS:
FLOOR AREA RATIO:
FLOOR AREA ALLOWED:
LOT COVERAGE: (58,087 S.F.) G.F A
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (1 0.O'x25.0')
PARKING SETBACK:
BUILDING SETBACKS:
STREET SIDE YARD: (NORTH)
SIDE LOT YARD: (SOUTH - INTERIOR)
FRONT YARD: (EAST - INTERIOR)
STREET REAR YARD: (WEST)
"
22 SP.
36 SP.
4 SP.
PROVIDED
0.68
188,192 S.F.
41 %
6
80.5 FT.
6EA.
10.0 FT.
PROVIDED
44.6 FT.
15.1 FT
25.0 FT.
8.1 FT.
162 SP.
ALLOWED
0.0
0.0 S.F.
45 %
10
176.0 FT.
OEA.
10.0 FT.
REQUIRED
20.0 FT.
00.0 FT
00.0 FT.
25.0 FT.
1,042 SP.
PROVIDED
0.0
0.0 S.F.
58 %
6
80.5 FT.
OEA.
10 FT.
PROVIDED
44.6 FT.
N/A
N/A
8.1 FT.
, '-
O'
,~
: ILl ;
" '
ALLOWED
0.84
234,086 S.F.
45 %
10
176.0 FT.
6 EA.
10.0 FT.
REQUIRED
20.0 FT.
00.0 FT
50.0 FT.
25.0 FT.
...J
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LAND USE TABLE - PHASE II (M.O.B.)
LAND USE TABLE - PHYSICIANS BUILDING
~
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ZONING DISTRICT: "MO" (MEDICAL OFFICE DISTRICT)
SITE AREA:
GROSS lAND AREA
LESS R.O.W.
LESS WATER
ZONING DISTRICT: "MO. (MEDICAL OFFICE DISTRICT)
SITE AREA:
GROSS lAND AREA
LESS R.O.W.
LESS WATER
~.-- --
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X X X X X X'
XXXXX
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,,-0--0 --..,..-- ----
i - -~--
;
58,105 S.F.
o S.F.
o S.F.
1.33 AC.
o AC.
o AC.
71,753 S.F.
o S.F.
o S.F.
1.65 AC.
o AC.
o AC.
,
FLOOD LEGEND
Commercial, Industrial
;'
~
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<
-^
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NET lAND AREA (N.LA)
Lb.ND USE DATA:
PHYSICIANS BUILDING: (FOOTPRINT)
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
1.33 AC.
NET Lb.ND AREA (N.L.A.)
Lb.ND USE DATA:
MEDICAL OFFICE BUILDING: (FOOTPRINT)
PAVED AREA:
SIDEWALK AREAS:
OPEN AREA:
58,105 S.F.
71,753 S.F.
1.65 AC.
__c~~'=~ *~~.
~
~
28-1234-005-0910
21091 N.E. 27th. COURT
FOUO:
ADDRESS:
~
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. - -..-. -,- _...__.~~=~- :"'---::!:':'--'. ----::--' .-;::.::-:-;~.:...----_-:...--'"
STREET
~th.
Nt:.
41.21 %
25.33 %
2.03 %
31.43 %
23,943 S.F.
14,718 S.F.
1,181 S.F.
18,263 S.F.
20,684 S.F.
24,385 S.F.
5,329 S.F.
21,355 S.F.
28.83 %
33.98 %
7.43 %
29.76 %
LOT: 1 thru 40 BLOCK: K &: L SUBDMSION:
HALlANDALE PARK NO. 6
(
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~
17
56
PLAT BOOK:
PAGE:
MEETS &: BOUND:
I>lOC.K No.4
~M PARK. No~'
(2VU)
100.0 %
PROVIDED
32 %
58,105 S.F.
REQUIRED
39 %
TOTAL
OPEN SPACE:
lANDSCAPED AREAS: % OF N.LA
100.0 %
PROVIDED
30 %
TOTAL
OPEN SPACE:
lANDSCAPED AREAS: % OF N'L.A.
71,753 S.F.
REQUIRED
39 %
(+)6.75
CROWN OF ROAD ELEV.:
FT.NGVD. CROWN OF ROAD ELEVAllON WAS TAKEN FROM
LOCATION SKETCH
SECT. 34, TWP. 51 S., RNG. 42e.
SCALE: 1"= 1 00'
DANla C. FORTIN
SURl/EYOR'S NAME
LS2853
A CERTlAED SURVEY PREPARED BY:
PLS UC.I:
REQUIRED
PROVIDED
REQUIRED
PROVIDED
PARKING REQUIREMENTS:
USES PROPOSED:
STANDARD: (1/300 S.F.)
HANDICAP: (151-200)
BABY STROLLER: (101-500)
PARKING REQUIREMENTS:
USES PROPOSED:
EXISTING PARKING TO BE REPLb.CED:
STANDARD: (1/300 S.F.)
HANDICAP: (301-400)
BABY STROLLER: (101-500)
TOTAL:
SITE DEVELOPMENT STANDARDS:
FLOOR AREA RATIO: (.40) + (.11 x4 STORIES)
FLOOR AREA ALLOWED: (0.84 x 71,753 S.F.)
LOT COVERAGE: (20,684 S.F.) G.FA
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (10.0'x25.0')
PARKING SETBACK:
BUILDING SETBACKS:
STREET SIDE YARD: (NORTH)
SIDE LOT YARD: (SOUTH - INTERIOR)
FRONT YARD: (EAST)
STREET REAR YARD: (WEST - INTERIOR)
~
DRAINAGE PlANS SHAll BE ATTACHED
(1f'>2 ACRES IYPERVIOUS PLANS SHAll. BE STAlIPED WITH lHE OERYI WATER
CONTROl SECTION APPROVAl.)
36 SP.
6 SP.
o SP.
152 SP.
6 SP.
2 SP.
103 SP.
335 SP.
8 SP.
2 SP.
o SP.
23 SP.
8 SP.
2 SP.
DERM/WC - SURFACE WATER MANAGEMENT STORMWATER PERMIT (COPY ATTACHED)
SFWMD - ENVIRONMENTAL RESOURCES PERMIT (copy ATTACHED)
TOTAL IMPERVIOUS AREA: 1.78 Acres (Phase I) UNDERGROUND PARKING: YES/@ (CIRCLE ONE)
1.13 Acres (Phase II) . IF YES. FlOODPROOFlNG PlANS AND CERT1F1CAlE SHAll. BE ATTACHED
BASEMENT: YES/ @ (CIRCLE ONE)
HAVE THIS SITE OR OTHER PORTIONS OF THIS PROPERTY BEEN GRANTED A CLOMR OR_
ANAL I mAR? (aRC1E ONE) nJi. LOMRI: @
Date
6 12 02
Scale
TOTAL: (47,886 S.F. / 300 S.F.)
SITE DEVELOPMENT STANDARDS:
flOOR AREA RATIO: (.40) + (.11)
flOOR AREA ALLOWED: (0.51 x 58,105 S.F.)
LOT COVERAGE: (23,943 S.F.) G.F.A.
NUMBER OF STORIES:
MAXIMUM HEIGHT:
LOADING AREA: (10.0'x25.0')
PARKING SETBACK:
BUILDING SETBACKS:
STREET SIDE YARD: (NORTH - INTERIOR)
SIDE LOT YARD: (SOUTH)
FRONT YARD: (EAST)
STREET REAR YARD: (WEST - iNTERIOR)
1"=20'
Drawn By.
J.D.I.
Cad. No.
020557SP
Date Plotted:
42 SP.
PROVIDED
0.82
47,886 S.F.
41 %
2
EXIST. (20.0'f:)
o EA.
10.0 FT.
PROVIDED
N/A
25.1 FT
73.9 FT.
N/A
1 60 SP.
ALLOWED
0.51
29,634 S.F.
45 %
10
176.0 FT.
2EA.
10.0 FT.
REQUIRED
00.0 FT.
00.0 FT
50.0 FT.
00.0 FT.
448 SP.
ALLOWED
0.84
60,273 S.F.
45 %
10
176.0 FT.
2EA.
10.0 FT.
REQUIRED
20.0 FT.
00.0 FT
50.0 FT.
00.0 FT.
33 SP.
PROVIDED
1.44
103,415 S.F.
29 %
5
80.5 FT.
6 EA.
10.3 FT.
PROVIDED
54.3 FT.
N/A
25.0 FT.
N/A
(])
U1
o
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o
m
1")
lowest Floor Elevation Adjacent Grade Elevation Catch Basin Elevation
(including basement/sunken areas) (next to the wall of the structure)
PROPOSED
(+)8.50 FT. NGVD
(+)7.60 FT. NGVD
(+)6.55 FT. NGVD
Ref. Dwg.
2099-217
Field Book.
519 45
Job. No.
2-7015
Dwg. No.
3002-027
Sheet
1 of 3
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FLA. REG. NO. 13617
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THIS DRAWING IS
THE PROPERTY OF
FORTIN, LEAVY, SKilES, INC.
AND IS AN INSTRUMENT
OF SERVICE NOT TO BE
REPRODUCED IN WHOLE
OR IN PART WITHOUT
THE EXPRESS WRITTEN
PERMISSION OF SAME.
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33.0'
1/2 R/W)
9
25.0'
SETBACK
FUTU E
R EN OSURE
FUTURE
1ENANT
GENERATO
IT'S THE LAWL-
1-800-432-4770
SUNSHINE STATE ONE CALL OF flORIDA, INC,
8.1'
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SITE LEGEND:
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8.4'
114.0'
~
~
CONCRETE WALKWAYS
lYPE "D" CONC. CURB
lYPE "F" CURB & GUTTER
EXIST. IMPROVEMENTS
CHAIN LINK FENCE
ASPHALT PAVEMENT
DRAINAGE FLOW DIRECTION
EXIST. GROUND ELEVATION
PROP. GRADE ELEVATION
(PAVEMENT OR GROUND)
PROP, (2) 9.0'x18.0'
STROLLER SPACES
....
IXl I' 10
10
- -X--
c=J
---IN.--
SIDEWALK TO BE CONSTRUCTED
6" ABOVE ASPHALT PARKING
l'
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1
I
PROPOSED HANDICAP RAMP
PER D.O.T. INDEX #304 (TYP.)
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a
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-~ ..
PROPOSED HANDICAP RAMP
PER D.O.T, INDEX #304 (TYP.)
I
I
I
PROPOSED 5-STOR~
MEDICAL OFFICE BUILQING
(103,415 TOTAL sa./FT.)
(!FINISHED FLOOR ELEV. +8.50) I
I
I
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I
I
I
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I
g CATCH BASIN
@ UTlUlY MANHOLES
If fIRE HYDRANT
l><I UTI LIlY VALVES
IQ WATER METER
El TELE./ELEC. PULL BOX
o WOOD POWER POLE
0=21 POWER POLE w/LUMINAlRE
IQJ CONC. POWER POLE
-SAN- SANITARY SEWER MAIN
-WAT- WATER MAIN
-srv- STORM DRAIN LINES
- T - BURIED BELLSOUTH
-GAS- GAS MAINS
-T-E- OVERHEAD ELECTRIC (fPL)
- E - BURIED ELECTRIC (fPL)
-FII- SANITARY FORCE MAIN
-v- TRAffIC SIGN
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(TO BE REMOVED)
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SIDEVVALK TO BE CONSTRUCTED
6" ABOVE PAVERS OlRIVEVVAY
~
PROP. (3) 1A.O'x2S.0
LOADING SPACES
"
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.. - .. ..
.. .... .- -- ..
- ~"<:_".. :~ .. ~- : -~ ...:..... ----; -
I
~
\
~
PROPOSED HANDICAP RAMP
PER D.O.T. INDEX #304 (TYP.)
Date
[==J
6 12 02
...
Scale
15.6'
1"=20'
Drawn By.
J.DJ.
Cad. No.
020557SP
Date Plotted:
-----, 1----- ~88.51'33.. _ --L
I I q='T..~ ~~o.. 'br -'3"'-- ~.
I Il"" ~U~ ~ ~ PROP, ASPHALT
F~ 4,7 N v 4.5' N LOADING SPACE ~
~<j; 4.2' 114.4, <>'4
'<>,.
...
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(f)
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1-----------
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~--------J
I
L---______
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80.2'
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18.0' I
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II
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II
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~II
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Ref. Dwg.
2099-217
Field Book.
519 45
Job. No.
2-7015
Dwg. No.
3002-027
Sheet
2 of 3
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(FLOOR ELEVATION +8.4.3)
in
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LAN 0 S CAP E 0
S88"13' 45"E
PROPOSED TYPE "0"
CONCRETE CURB
203.50
o
S
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In
to
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C
23.0'
2-4- YlW, UNES b
EXISTING ASPHALT DRIVEWAY
(TO REMAIN)
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FLA. REG. NO. 13617
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GRAPHIC SCALE
10 20
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( IN FEET )
1 inch = 20 ft.
'1
40
J
IT'S THE LAWL--
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC. I
~ ~
I
NUMBER
(])
Ul
o
.-
7303
7304
7305
7306
7307
7308
7310
7312
7313
7314
7315
7316
7317
7318
7319
7320
7321
7322
7323
7324
7325
7326
7327
7328
7329
2'
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01
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SIZE
4"
4"
4"
4"
4"
24"
10"
5"
5"
5"
5"
5"
6"
6"
6"
6"
18"
18"
26"
8"
8"
16"
14"
16"
16"
HEIGHT
8.0'
8.0'
8.0'
8.0'
8.0'
28.0'
26.0'
12.0'
12.0'
12.0'
12.0'
12.0'
18.0'
18.0'
18.0'
18.0'
23.0'
25.0'
28~0'
18.0'
18.0'
28.0'
20.0'
24.0'
24.0'
SPREAD
6.0'
6.0'
30.0'
12.0'
8.0'
28.0'
22.0'
44.0'
15.0'
15.0'
28.0'
16.0'
50.0'
50.0'
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r/2 R/W)
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'f I r ,.........-, ~ - - - ""
------------~-~--
~ --------------------------
I~: ---
N,
F c) A ~ c) N T N lJ A TIC) 'J
I U /~3T2 ~~ -_-7-~, PROPOSED HANDI41AO RAMP ::: I ~I )c,;
I ;; f' 1r'l1. ~""- "'':: "-"'\\ //~-,,, PER D.O.T. INDEXII1304 (TYP.),U- ..' M' ".c
I' II ~I rn \\ 11"\\ /I ~378 5.0' I 8.0' 2 0'
~ \ .IU IUI J/ Y \) /I '.....
I J ~I \~I=_______~/ Ih375 ~377 I II Iii' J
: I 7307~ I -------T II~~ I: '===~ 10.2' I'@',
I n~ \' I / ~,~, ~j II ~ I " L J (
: '30' (:~~ I CONCRffi: ~/ i 1~:~s~~ u-n_u-~: I : ..; ~ )
I I '305'e17 ~fj~ _ J rrt:. ~-?~ 41: '~J ---------J,: FI ,:ii~~ ~ ":
I 73P I n. ===:;::;::-- , ,.;;;- - ....
I I I I ---- ,I f I Itf:;.,~ <'- ..;.....'
I 7303 ~ IUL I ------ ---------ll I. I :~L~ "'e ~
I : .~)~ - - - - - - - -~ I ,-1.-0' 25.0' , 18.0' ,I l) ~ I i)'Y", ~
I l' I HO! ~I - r - - - - - - - -l ~,-"-"-~ L---------1,1 1 ~, l~..~~.........~.... ~I~:fl
I CO II lre;----;:::o-.... ~ '.;, '.;, ',', ') IN...
0) III~ t=6.9:;=!J:;J~, I I k'..-.:~~-.:~~~j I ~ I ~ I-
: I ~ I 1 u ~ I I , ~ = = L '10.0' , Iii t
I: 27.0' -= -= _I ..j :;l 4 , I ,~) 79.9' (( ~
, 30.6' -=- 30.7' -=- 11 I L. " :' -L
I I II I --------- II I j~;;S',; ~
: ~ /1 1/41 I AI /I I ;;J> - ==
, ~ II II I ~ ~,-~~ ~~~ ~~' 1/ ~ :\;/1.1 : I i
I ~ I I ;J.~" " " ~ /I <( ".~....;
II/) /1 115 ,~~~~~'-~~'W /I ~ , ;i:<",! : ~ I
J II I 0 ~ I\O'"'.! I
I ~ ~ Vi I ,~) II 02i:~
I 5 II i/ w I ~ = = ~ 9.8' I- I
I 6 II I ~ r--------- ;; I ~ -; I <t;(: ~
I ~ ~ II " ~ I ,.if' IT' p U; ~ I .i, =! 'j
i ~ :1 Il rn~o@'jJoG\l]@ ~ @'jJ@~)7 :: 4; ~ b'c~;;~~~" ~~~~~~~i I ~ ~ i ';; ) ~ ):
I B Z Iii @&~@rn~ @rn~'jJrn~ [ID[1,[Q)@c " : I t~~:,~~~~:1 ,)'" Ii F en i :' .., S ~
: II #~@@~@ 1/ I W b/ --U--U-Ii ~ ::,c ~
I (EXIST. FINISHED FLOOR ELEV. + 10.13) "0 I I n IJr> II ~ , ' \.
I I II ~II I I ~v~ III ~ I I ......
I ,,~-~ r"-"-"<C'il.n li' .
, ~ -, t " " '~ I "N
: I /I II i L ~i(D:) L~"~;"~:i F Gj : If. ~
i i: 1I1I ! li!i ---~---:! f i rJ.......~.1...~ijl.l. c ~
, J I 1/." I li0.1fjb
: I 26~ rIle 25~ r~ II I r-~lO)j ---~---i: ~ : ~! ~ ~
, e I I nr~ II " I' ~:~ ,-/ --------111 II ~8 ~ -
, ,J I I 'll~ "
I ~ I I : III II I ~ - - - - - - - - ~ I 5.0'j 8.0'
I c: ::J 1- I I I ~ 0 I I \ 81.4' ,! \ I
\ SIGN A-9ero" 48): A!e AREA r: I .~, II : : " ....... .... A-90"35'18'((\ - - ~ , :
\ !R:25.00: ~ p'" ~-=--=- 60.8' _-=-_ _I I I 'I R=25.00' (( I I
\ L=39.30 Ii ~ I L=39.53' /I
\ h ~,,!;., I I I ,,~n z )24",1 HITE-.
"\" l J~ , ~ .0 ' I I "N fJj / STO/ BAR l
"" LS ='='":., ~l $88"53.52"E - " " ) /I / / -T]
........ - _ _ --; 155.95' _ _ _ _ _ 11""'- ____ ./ /
........ -- _ _ _ _ EXISTING 5.0 CONCRETE SIDEWALK - '- . ~~,
1 - - - - - - - - - -- - - - - - - - - - -, ,-- - - _ _ _ _ _ S8~3 52"w
~ 3 L~ ,------,------
I ~ ~ I \
-----~~-------------- /"
- '" _ ~ ~ EXISTING ASPHALT PAVEMENT ~ - ~ ~-
- -N:E. - -
~ =
~
I . ~
.~~ ~
-~
',~
.
'.~
'.~
2 0'
.~ ~c,
- 5 0'
r6 IU E /ZV
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1 " WHITE
.
- 289th.-
----- 3:'---
- "O~
.oN
N,
.::::.
/
/
~
"
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LEGEND:
,
~~...
-~ _.-
....-...--:.. ..
CATCH BASIN
UTI LIlY MANHOLES
FIRE HYDRANT
UTILllY VALVES
WATER METER
TELE./ELEC. PUll BOX
WOOD POWER POLE
POWER POLE w/LUMINAIRE
CONC. POWER POLE
CONCRETE WALKWAYS
lYPE "0" CONC. CURB
lYPE "F" CURB & GUTTER
EXIST. IMPROVEMENTS
CHAIN LINK FENCE
.
10
SANITARY SEWER MAIN . .
WATER MAIN i .'
STORM DRAIN LINES i ~
BURIED BELlSOUlH Ii' ~ ~
GAS MAINS ._
OVERHEAD ElECTRIC (FPL) I ~ . . ..
BURIED ELECTRIC (FPL) I ~ ~.~ ..
SANITARY FORCE MAIN I ..~
-v- TRAFFIC SIGN ~ .
I . ~ J ASPHALT PAVEMENT . ~ '.
--i'Nw- DRAINAGE FLOW DIRECTION .
EXIST. GROUND ELEVATION
9.75 PROP. GRADE ELEVATION '[ ~
~ (PAVEMENT OR GROUND)
.
:~~..~...~...~~....~..
~.~ . . ~. .,_.. ~'..- ~ ~ ~ ..... ~~ .~....~. .-~'.~-'.:. ~....~~.' ~~..~.-. - ..~~~.
-
..
10
- ___
_lID .
-- g
IIE"'I_
-
12"
Fig. 9(d)
---
d:.,CIIJE N
lIE 11''1_
SIZE
HEIGHT
SPREAD
PAVEMENT MARKING NOlES:
1. ALL PAVEMENT MARKINGS AND SIGNS SHALL COMPLY WITH THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", THE STANDARD
SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION,
AND THE DADE COUNTY PUBLIC WORKS MANUAL.
2. ALL OFF-SITE MARKINGS TO BE THERMOPLASTIC PER flORIDA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, AND ALL ON-SITE
MARKINGS SHALL BE PAINT PER MIAMI-DADE COUNTY PUBLIC WORKS
DEPARTMENT SPECIFICATIONS. UNLESS OTHERWISE NOTED.
.
:; HANDICAP
PAVEMENT ,3f= = PARKING
\ SIGNAGE
~ , : ':: ~ :,;'.
---'L-
EXISTING TREE TABULATION
TYPE
6.0'
6.0'
DECOR
DECOR
DECOR
DECOR
DECOR
OAK
OAK
DECOR BERRY
DECOR BERRY
DECOR BERRY
DECOR BERRY
DECOR BERRY
ALEXANDER PALM
ALEXANDER PALM
ALEXANDER PALM
ALEXANDER PALM
OAK
OAK
OAK
OAK
OAK
OAK
ROYAL POINCIANA
OAK
OAK
6.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
NUMBER
7330
7331
7332
7334
7340
7344
7372
7273
7374
7375
7376
7377
7378
7379
7384
7385
7386
7387
7388
7389
7390
7391
7396
7406
12"
Fig. gee)
6'-0"
TYPE
16"
16"
24.0'
24.0'
18.0'
22.0'
50.0'
50.0'
15.0'
32.0'
20.0'
"
OAK
OAK
OAK
OAK
OAK
OAK
ALEXANDER PALM
ALEXANDER PALM
ALEXANDER PALM
WASHINGTON PALM
WASHINGTON PALM
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
SEAGRAPE
17"
34.0'
RAMP SLOPE UP RAMP lANDING
lESS THAN 72" L.EVEL
1:12:J!'X: ~
IlJ ..
ACCESSIBLE ~
PARKING SPACE
P~-:o;oACE - SLOPE SHALL NOT -
~-~, ~-;: ~
:~~ e; [A,
'.....-T-../ - ACCESSIBLE S'l'MBOL U/:
IN WHITE 3.0 TO ~
L_-{...::p 1 5.0 FEET HIGH:T -
g'-o" MIN. \.....-t-/ 12'-0. MIN. 5'-0. I
Z
:i
;..
.,. WIDE SIDEWAlK
(ASSESSABl..E ROUTE)
r#..
IlJ
8"
26"
12"
18.0'
20.0'
23.0'
23~O'
23.0'
8.0'
8"
8"
8"
3. INSTALL REFlECTNE PAVEMENT MARKERS PER MIAMI-DADE COUNTY
PUBLIC WORKS DEPARTMENT STANDARDS.
8.0'
8.0'
8.0'
8.0'
4. ALL SIGNS SHALL BE HIGH-iNTENSITY GRADE REFlECTNE SHEETING,
MOUNTED ON A BREAK AWAY POST ASSEMBLY PER MIAMI-DADE
COUNTY SPECIFICATIONS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
PAVEMENT MARKINGS AND SIGNS CONFLICTING WITH THE PROPOSED
ROADWAY CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
ALL PAVEMENT MARKINGS AND SIGNS AS SHOWN IN THE PLANS
AND APPLICABLE TRAFFIC DESIGN STANDARDS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE
PROJECT.
1. ALL HANDICAP PARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH
lliE STANDARDS ADOP1ED BY lliE 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 PANR OR TWO.
6. Fig. 9(d) MAY BE SUBSTITUTED FOR Fig. 9(e)
IN AREAS WHERE SPACE IS UMITED.
7. SIGNS ARE TO BE MOUNtED AT STANDARD HEIGHT.
(7 FT. FROM PAVEMENT TO BOTTOM OF SIGN).
L_
--
~ ~ 12" STABILIZED SUBGRA;~ ~."B:; 40) - -
REMOVE ANY UNSUITABLE MATERIAL W'ITHIN 3.0' OF COMPACTED TO 95% MSHTO T-180
FINISHED GRADE, AND BACKFILL W/ GRANUU\R MATERIAL
- - - - - - - - -"- - - - - - - - - - --
14"
24.0'
24.0'
14"
5"
10.0'
24.0'
24.0'
6.0'
6.0'
22.0'
22.0'
22.0'
8.0'
18.0'
18.0'
15.0'
22.0'
15.0'
t
18"
18"
24.0'
24.0'
10.0'
10.0'
4"
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8. SIGN ASSEMBLY LOCATIONS SHOWN IN THE PlANS WHICH ARE IN
CONFLICT WITH STREET LIGHTING UTILITIES, DRNEWAYS, PEDESTRIAN
RAMPS ETC. MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER
AND/OR INSPECTOR.
TYPICAL OET AIL
HANDICAP and STANDARD PARKING SPACES
N.T.S.
TYPICAL SECTION
DRIVEWAY (N.E. 27th" COURT)
N.T.S.
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TYPICAL SECJ1 vN -
N.E. 211th. StilL ~~.~..//P//
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CARL L. SKILES P.E.
FLA. REG. NO. 13617
THIS DRAWING IS
THE PROPERTY OF
FORTIN, LEAVY. SKILES. INC.
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OF SERVICE NOT TO BE
REPRODUCED IN WHOLE
OR IN PART WITHOUT
THE EXPRESS WRITTEN
PERMISSION OF SAME.
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Date
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Scale
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Drawn By.
J.D.!.
Cad No.
020557SP
Date Plotted:
Ref. Dwg.
2099-217
Field Book.
519/45
Job. No.
2-7015
Dwg. No.
.- 3002-027
Sheet
3 of 3
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FLA. REG. NO. 13617
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THIS DRAWING IS
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AND IS AN INSTRUMENT
OF SERVICE NOT TO BE
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Date
6/12/02
Scale
1"=30'
Drawn By.
J.DJ.
Cad. No.
020557SP
Date Plotted:
Ref. Dwg.
2099-217
Field Book.
519/45
Job. No.
2-7015
EY"g. No.
3002 027-C
Sheet
1 of 1