07-06-1999 Plans
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18" X 5'-0" X 6"
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CANOPY LUBE
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PLOT PLAN
MAR 3 0
COMMUNTTV DEVELOPMENT
11>~~US
32" X 10'-0" X 1"
VACUUM
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MAR 3 a 1999
COMMUNTrf DEvELOPMENT
FRONT CANOPY
7-5" SQ, FT.
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46"
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18"
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12"
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RECEIVED
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1999
060 ALUMINUM PAN SIGNS ON 2" X 2" ALUMINUM PO EceS'UNITY DEVELOPMEt-.7
MAR 3 0
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LoClUioll AVENTURA. FL
f"r:~::: RW - D1RECT3.PLT
Date 11/20/98
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PitOfle - (860)141-()()31
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060 ALUMlNUM PAN SlGNS ON 2"
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Project
S~
PlwM - (860 )~42-fj{)J1
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RECEiVED
MAR 3 0 1999
co..t..UNrTY Dt'lELOPMENT
10. -0"
MOUNT INSIDE SECOND CANOPY
060 ALUMiNUM PAN DETAIL MENU
32"
These designs & dNwi.gs are ClJpyrigbted
by ARTeffects Inc. 1998-2001.
rhey IIUlY not be reprodllCcd witlwilt tlte
writteli COlISe.t of ARretfeas, lllc.
Location AVENTURA, FL
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Date 11/20/98
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PlwAe - (860) 242-()()31
Toll Free- (800)466-4278
Ftlx - (860)242-2898
E-.lItlil - artjxllltliJ@aol.com
RECEIVED
MAR 3 a 1999
COUaIUHATY Dt.V'ELoPMENT
\N\N\N.a rt f x & i 9 n s.c a rn
RECEIVED
MAR 3 0 1999
COMMUNITY DEVELOPMENT
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Phone - (860 )2tl2-00Jl
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Project
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Location AVENTURA.FL
~::~::: RW - NEWMENU1.PLT
Date 11/20/98
Thest! dengns & drawings (1" copyrig/lted
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They may not be reprodllCed t1'ithtJflt tfle
wrinf!n CDnSf!rrt of AJ(['effects, Inc.
32"
10' -0"
060 ALUMINUM PAN CAR WASH MENUS MOUNT INSIDE SECOND CANOPY
74"
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MENUS TO BE DETACHABLE FROM AWNING IN CASE 0
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RECEIVED
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COMMUNITY DEVELOPMENT
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&CAP? & CAP 3679 & CAP 3679 x
Legal DescripJiQ!l~.
Lots ,12 through 30. block 8 of " HALLENOALE PARK No.8' according to
os recQrded in plot book 20. <Jt poge 49, of the public reco,.~js,. t~(h60r'ni -f)<J'de
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8- Area of Site: 185,603 Square Feet
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TRE:E LEDGEND:
S,Ul've}(<u;'s Notta: ..
1- _~T..acted::tQt-~~~ff~fH-\"5f~gy
ot-f~otd~~~pt-~sho'ltn,L.he(~e,.. 'S~ar fCEU)~ ' '*' " -'
2-... There ore no er1croachme,0tsontQ the property, 'except os shoNfl hereQn_
3- No, atternpt hosbeeo.' n;ade by this firm to locate Uf)derground footin9S of . qdjdcent
bu,ldmgs or. wolls or fences, except, os shown hereon. If any. ..
4- 8e,~J{ings ,shown her€oh ,jre b<Jsed on on <lssurned value of N.OO.OO.OO"[" J.' .
, cJto,nq the:, center.-line' 9f. OlX1E H1G.HWA'(,' _ ,." , ' , . .:" ' .
r)-~ ; Etey()h.6~~s.':"$,tJOWf1 at((')b~s~d' on ,t:ldtio".l)r,CeQdeti~ Veft,~coJ ..O\1turn, ' t 9.~9~,,,;*,,
f,~ 8ench~(}r~ 'U~~d,:' DAOe COUNTY a,~j: It y 2~8' f:L;: 8.'56 ,',
/-- Flo()H Oot()~, ' v.Jrs'r 90% Of Lor x ZON{ J,:.
SE 10% or LOl AE ZONE
BA:3E FLOOD ElEVAnON 6,00
PANEL. No. 120635 --0082 -~,J
. MAP DAfe: ,03-02-94 . t. .
1>- r,,'1- fo'-!\ " , N\I """~(~' ~~~, \'&~~ ..O~~ 6140 ~ a- 11. '34.. ()QI.D -\oac{"" ~& ... \-a~'4\-<;)~; l010;;' , ,
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f'I\{l.E:.O, '{?,'f nco~ or ft"l€ ItJe\)~j'I.\<:~ ~"-\ ~.L\~'t .
Certiflca~tion .
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I, Hereby ~eport, that in the professionaf opmlon of Aldn ,J. Hooker.
Professionol LGnd Surveyor, certificate number 5548, State of Florida, the
following Ooundory Survey m~ets the requirements of the "Minirr'um
Technicol Stondc(ds" set forth by the Florido Board of Professional Lond
Surveyors in chapter 61 G 17, Florido Administrotive Code, pursuant to
section 472.027, Florida Statues. Further. this report is bosed on
observotion on field meosurements performed 06/26/98 ond othf;r
information ovailable to Alan J. Hooker at the time the survey WQS mode.
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Copies of this Boundory Survey are invalid unless embossed with the seal
of A/on J. Haoker, soid embossed copies ore for' the spe,C< IC use of
those entities thot this Boundary Survey has been cerr:tifi , t<J /Said
ern.b<?sS~d <:opi.es ore only v<Jlid .for 90 days:. pu~su(jnt, ,.?.?li pter
621.7842, F londo Statues, fo!fowmg thezaer a~~h.r.. }~,,;
Monucy & Associates II);' 1(;)'/ /%;
U3 6632 / rf /' )</:..,.(~
-~. - - - ,r;r--- ALAN J. HMKER
4694 Palm Ave. P f . I L j S
Suite 203 ro eS$lOna on(. urveyor
Certificate No. 5548
,Hiateuh, FL ,),S012 I Stote of Florida
(305) 821 - 1181 'Dote~.!2.:Jf::_~
('305) 825-1705, fax
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(r) ::: RECORD FIN. =- fiNISH PVMT. = PAVEMENT -/-
(m) .= M(ASUPEl) L.B. :: LAND SURVEYiNG BUSINESS "NPP WOOD POWEr~ POLE &"
- - ---
T[L r- Tn [PH()NE R/W RIGHT OF WAY (TYP) y.0.00
:::: TYPICAL
P,B. z: PLA r BOOK
STY '-"- STORY ~ :::: CI f'( Of MfAMI MONUMENT LINE (c) CALCULATED ~
1 (EN fER LINE He ~ HANDICAP R =: RADliJS
C B,<; ;: CONCRETE BLOCK STUCCu A ::: ARC ---<>. e,-
FD ::: FOUND o or ~ ~ DEL r ^ -)(-
A.K.A -" ALSO KNOWN AS F,F. == FINISHED FLOQR CHB ;: CHOHD BEARING
GV == GA IE VALVE CB
N, r.~~ - NO r TO SCALE T T ANCEN r MH
ClB CA rCH BASIN -.
P 0,8, o:! POINT or BEGINtilNG -
INV ~ INVERT C :;: CHORD F.HYO,
CON C. CONCRE TE I o/s
WV :::: WA TER VALVE # -= NUMBER
(~LF ::.. CHAIN LINK FENCE wM ::: WA JEf~ ME I ER R.L. s. ;:: REGIS fERED LAND SURVEYOR eLR.
EL ;;;:. fL EVA nON ElfC, P,J<. ~ PARKER I KALQN Sq,Ft,
== ELECTRIC P,O,C. := POIN t or;' COMMtNCEMEN 1
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MANUey Be ASSOCIATES
--~'-CIVIL, STHUCTURAL 8 ENVIRONMeNTAL~NGINeERS
LAND SURVEYORS
AVENTURA PROrESSrONALSUILDING
~.._-~-.............~
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LEGAL :DESCRIPTION
LOTe 12 Tt-iROUG~30, 6LOCK8 OF
.~ALLANDALE 'PARK NO.el ACCORDING TO
T~E PLAT Tt-iEREOF, A6RECORDED IN
FLATBOOK 2~, AT PAGE 4~, OF Tt-iE FUBLIC
RECORDoOF MIAMI-DADE COUNTY, FLORIDA.
SITE iINF.ORMA TIO:N
ZONING DATA: MEDICAL OFf=ICE DlerRICr (M.O)
LOT AREA: 53,15e.~3 SarT.
ALLOWABLE LOT COVERAGE 4(Z)% (2\,26.3.2\ ea.FTJ
PROviDED Lor COvERAGE:
(36.42%) IS,3~3 6a.FT. -BUILDING LOT covERACEsE
(.It)~~%) !;It)~ 5a.FT. .. RAMP TO 2nd LEvEL PARKING GA~AC:SE
. (FI~eT'2(!)I.(!)'A T <:j~OUND LEvEL :I 2(!)'.(!)'X 2& :I &(!)(!) ea.FTJ
(.~~3%) \54eGl~r... ELECTRICAL ROOM
(.~~3%) l~~sa.FT. - FUMF ROOM
(38%) 2lZ>,112 6G1FT.
ALLOWABLE 6a.FT. (MAX F.A.R) .13 X 53,\5cl~3 =38,8~5.3~ 6Q.FT
PROVIDED 6a.FT.:: 31,~<38 ea. FT.
REQUIRED LAND6CAPlNG 11.5% X 53,l~e.e>3:: ca,3(z)2.~5 6aJ=r.
PROVIDED LAND6CAFING = 11Z>,'138 6a.FT. (19%)
PARKING
(A) BANK = 2,&~21 2~(2)= 1.3 of,ACEe
(6) MEDICAL 6FACE = 1&,6~~/3cZ)fZ): &2 6FACE6
(C) OFFICE AREA : 19,5fZ)~1 ..3!;fZ):: 56 5PACE5
FARKING6PACe6 REQUIRED.. 1216F>ACE6
CEsROUND LEVEL: REGULAR: 14 ~C: 3 TOTAL PRoviDED: 116FACE5
6ECONDLevEL:REGsULAR: 33 ~c: 2 TOTAL PRovIDED:3S6FACE6
PARKING 6PACE6 PROVIDED- 112u6PACE6
LOADING IUNLOADINQ : I 6FACE PROViDED (I~'..(l). X 25'-(Z)I)
u( ADDITIONAL 1FARALLEL6PACEe I(D N.c. 20~th6T. NOT INCLUDED
IN 5FACE5 PROViDED)
I
BUILDING AREA
PROPOSED C:$ROUNDFLOOR (GROS6): 5,4fZ)2 sa. FT.
(A) BANK = 2,5~26a, FT.
(6) OFFice AREA:' 1,1~~ ea. FT.
(C) L066Y4 ReeTROOM AREAe = l,llg SQ. FT.
PROP06ED 6ECONDFLOOR (FARKIN6 GARAGe) AREA: 1~,35e ea. FT.
PRopoeED r~IRD FLOOR (GROee) AREA: 16,148 ea. FT.
PROF06ED 'FOURT~ FLOOR (GR06e) AREA: 16,1486a.FT
rOT AL 6UILDIN65Q. FT. :: 31,6~8 (G~Oe6) 6a.FT.
19,358 (FA~INc, GARAGE)
SETBACKS:
~EQUIReD
PROViDED
FRONT 5~'-~' :EA6r 511-~.
STREET SIDE 20'-01 NORT~ 23'-gl
(2~1th 6T)
erREErelDE 2(2)' ..g,1 60UT~ 52 I,.. e> II
(2~6th 6T)
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I , S 89~'30", W HOllY 1>, fl rA~~O
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------ - ------- --- ------ .........-.. ,------ -----
S 89'59'09" W 100.02' (M)
N 89051'05" E
N.E. 150.02'(M)
206th
FD CUT NAIL
RECEIVED
J U N 1 0 1999
COMMUNllY DEVELOPMf.NT
* REFER TO SURVEY PREPARED BY
MANUCY AND ASSOCIATES FOR
ADDITIONAL OR VERIFICATION OF
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SYMBOL QTY. ~OTANICAL NAME
TREES AND PALMS
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:COMMON :NAME
SIZE AND REMARKS
CAL, B.
L I G, L
PTY, E
SAB,P.
SW I.M,
TAB.'C.
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CAS, S
10
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17
:5
CALOPHYLLUM BRASIL~~NSE
LIGUSTEUMLUCI~UM
PTYCHOSPERMA ELEGANS
SABAL PALMETTO
SVIETENIA MAHOGANt
TABEBUIA CARAIBA
WASHINCiTONIA ROBUST A
CASSIA SURATTENSIS
1,2' X 5' -6' 1 MIN 5'ICT# 2,5' CAL
a' x 9' 1 HUL T I -SiTEM, 4' C. J.
14- :16' HT, 1 3 TRAL
10-20' C~ (SEE PLAN NTS)
12' X 5'-6'1 MIN5'CT# 2.5' CAL
10-12' X 4'~5'1 MIN5' CT.~ 2' CAL
10-16' Cif
10'X4' 1 MrN 2 GALS
I 100 ft::;~. CN ~ ~
11~ - l ~RTY I.IN~
J
CONe. WALK
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'~4;"~~ \j~
S 89. 53' 21 u W
-- t ~kJ.. Ie,
BEAUTY LEAF'
TREE ILIGUSTEUM
ALEXANDER PALMS
SABAL PALM
MAHOGANY
YELLOW TABEBU1A
VASHIiNGTONIA PALMS
GLAUCOUS CASS1A
/\
"Ill"
SHRUBS AND IGRmUND IOOVERS
ASP. S, 267
GAM. C. 230
I LE. SD. 170
ASPARAGUS SPRENGER I ASPARAGUS PERN
GAMOLEPIS CHRYSANTHEMOIDES AARICANBUSH DA~SY
ILEX 'SCHELLINGS DWARF" DWARF' HOl.JLY
GC @ 1,2' DC
GC. @ 1!6' DC.
14' -116' OA @ 1 S'iOC
18'-20' SPR@ 24'OC
10'-12' x S' @12'mc
30' X 30' @ 30'OC
5' -6' IDA SHADE MIN 3PPP
18'-20' SPR @ 24' DC
JAS. V.
150
JASHINIUM VCLUBIUE
WAX ~ASM liNE
L I R, EG, 700
NEP. BF'. 97
LIRIOPE';EVER GREEN GIANT' GI,ANT UIRIOPE
NEPHROLEPISB, ' f1URCANS' F'IS~TAIIL !FERN
NOW. F.
NYM, L
5
200
HO~EA, FORTERIANA
HYMENOCALLIS LATIIF'OLIA
~ENTIA PALM
SPIDER LIiL Y
PEN, DW, 150
SNE, GC. 99
VIB.OA, 410
PENTASL. 'NEW LOOK PINK' DWARF" PENTAS GC @16':OC
SCHEF'f'LERA A. 'GOLD CAPELLA' SCHEF"F'LERA '(D'JARF'JAR>24'-27' SPR @ 30'OC
VI~URNUH.ODa 'AWAB~KI' VIBWRNUM ,AWABUK~ 30'X24'@24'OC
GE~ERAL LAN'D5CAFE NOTE5
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1. CON~RACTaR IS RESPtONS 1 BlE F'OR REPAI RING FAC I LIT ,I ES HE DAMAGES AND I S liD
COORDINAlE MI~H OTHER CONrrRACTORS ON SITE.
2, CONTRACTOR IS RESPONSIBLE F"mRFINISHGRADES- ROUGH GRADES BY GENERAL
,CONTRACTOR.
3. ALL IPLANT IMATERIALS TO BE rLORIDA NO.1 CRBETTER AS PER ~LORIDA
DEPT. OFAGRICULTWRE GRADES.~ STANDARDS, PARTS 1 .~ 11,1973 ~ 1975.
4. PLANTING SOIL TO BE A WEED F'REE MIXTURE or MUCK' SAND (50/50) ~IT~ 50 ILBS
OF" M I LIDRGAN I TE PER 6 CU. YDS.
5, TREES ~ PAUMS GUARANTEED F'OR 180 DAYS- SHRUBS 90 DAYS.
6. APPLY 3' IMELALEUCA/EUCAL YTUS MULCH AROUND ALL PLANTS WITHIN 2 DAYS,
7. CONTRACTOR TOCOMPL~WITm ALL CIJYLANDSCAPE ORDINANCE RE~UIREMENTS.
8. WHERE THERE :IS A DISCREPENCY EITHER IN QUANTITIES, PLANT ,NAMES, SIZES OR
SPECIFICATIONS JETWEEN]HE PLAN fiR PLANT LIST, THE PLAN TAKES PREF'ERENOE,
THE ,LANDSCAPE CONTRACTOR IS REspmNSIBLE F'OR ANYVERlrICATION NECESSARY
INVOLVING THE LANDSCAPE MATERIALS SHOWN tON THE PLAN.
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9, TREES ~PALHStO ~E StAKED AS SHOWN IN PLANTING DETAIL IN A GOOD 'WDRKMANLI~E
MANNER WITH NO NAIL StAKING PERMITTEa
10, ALLRLANTBEDS rro SPRAYED ~ITH 'RffiUND-UP' PRIOR rOPLANT INSTALLATION.
11. ALL SABAL lPALM ~RCNDSTD BE REMOVED PRIOR 'TO PLANTING.
* 12. ,ALL LANDSCAPE AREAS TO BE 100:'. COVERED WITH NEW AUTOMATIC IIRRIGATION SYSTEM
WITH A MINIMUM OF ~OO:'. OVERLAP. PRmVIDEIRRIGATICN PLAN Ar TIME OF" PERMIT
DNCLUDE RAINSENSO~
PLANT MATI:~IAL.. 5HALL.. HOT,ee
~O PRI~ TO INeTALLATlOH.
AFn:~ PLA.H~ HAVE:&EN
INSTALLED, EACH PLANiSHALL
Be F'F!lJNED . FOR UNtFOf<.MI1Y.
-+-'
en
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R~~MF
~I PEEP LAYER OF
APPROVED HA.CH
~~I'XOVER ~ACINe
AFTER INSTALLATION, CUT VARIES HITl-f 5f1:C.IES
STRiNe AHO REMOVe BURLAP (ffiE PLANT LIST)
FROM iOP OPROOT BALL. ~
A"H J.~~ ~~ I) ~
BACKFILL.. Hlni PLANilNe ~ "It' ~ ~~ c ",4.-"
~ "'~ ~ 'WV' ~~o.~
.~ rtW., pr~UIDJ ~~
.'13 =1'1 E 111.2 I U:::;j II::::J II~ r-
~LAR fiLL 'MATfRIAL ~.., f ~ I F41 8,1-111:3 ~ EXCAVAiE TO A MINIt-W DEPTl-l
EXI~Tlt4E) GRADe 0fI6. AND BACKFILL ~l~
PLANTINe OOIL..
~ FTy ,t::::
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-
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y~ ' METAL STRAP.> SEGURIHe
i::>' 2"x 4. HOOD f3AlTEN$
;C?;:~;:,:~ I~ :.L::~= ~ffiO"o~~~~
~ ~ APf'RO'Y1:DHA.CH ~a. ~'\'f}Q(f
REDti~~TA~ A!!_~~ =/'" -()'...... ~~\)
- 6ACKFIL.L Hint CL.EAN 6ROH-t~ANO
2Kx 4~y..~ eRAC ~, !<ED Fl..AOOlNeTAPE ON 5UF'PORT = 1
I ~ .- OOIL 6ERMTO HOlD HATER ~
--' HIGH ~iRENeTH ~R $I.JF'f'ORT9. ~v
~ AT 120t:>EGf<EES ~Ar<T '~ [;I
~ .2.x 4",r-lOOO ~TA~ i..,....' \
HleH IMPACT STAeIL.lllNe Dlec-", ~:::::; PLATED METAL ~
" . .....--. - - ~.A. ~
I. I illJ~r~~~~~~pllw'
41! 1=1 !\ I) , rJb. - eAAIU.AR FILL MA n:RIALOR 3 ",..E-8AL VAHIZED, Sn:EL ST Al<::; - N-rt~J~ '11- \ 11 II f' ,.. GAA~lILAR ~1L.1. MATE~IN. OR
, ::11 I=-- -111~ !I- _, ~ t:XISTINe eAADe $IJHl< fLVC"wlH WITl-f ~D 1- I II--!.'t 1-- exl~TINe eRAOE
I ill ill ~lli~ -TT[-P UNeXCAVATEO FOR ~ORTMIN 24' LENem I I 'm.. _ :::;j ---J'I UHEXC.AVATED FOR 5IJPPO~T
'Tf- -'II-m-II .rW., , T,Iill I~ -,I tI * TREE STAKINe TO 6E DONE HITH t I :,LLjlTJ I L-".llJmll~mr'
I"j_r- . ----;" _'j1iT'TREE SAVER I TREE 5KATE Kli5
6Y LAWWN LANDSCAPE PROD\.JG TS
COCONUT ,PAL'M FLANTIING$ DET AI'L I-WO..l}3B-532B TREEFL,ANTING D:ETAIL
FOR TREES UP TO 161 HT. N.T.~.
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ecALE 11. 16'
OOIL BeRM iO HOlO HATI:R
BRUCE 'E, CUMMINGe 'P.A,
LAND$CAIPIE ARC~I'TECT
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iR.A.N 9239
~
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DATE 4/15/99
SCAlE AS-NOTED
JOB NO. 98087
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FOR PERFORATED CMP, PIPE JOINTS
ARE TO BE BANDED, BUT NO GASKET.
SELECT FILL
'- BALLAST
_ ROCK-......
(SEE NOTE 3) "
PLASTIC
FILTER
F AS R I C
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SEE SHEET 2
SEE NOTE 4
~ BALLAST ~
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BOTTOM ELEV.
(SEE NOTE 2)
5' _0"
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UP TO 50 L.F. ONE STRUCTURE
LENGTH OF FRENCH DRAIN
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* NO SLOTS OR PERFORATIONS
ON THIS LENGHT OF PIPE
LONGITUDINAL SECTION
PLASTIC FILTER FABRIC
NOTES:
1, PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED IN SANDY AREAS AS NOTED
ON PLANS AND/OR AS DIRECTED BY THE ENGINEER.
2. THE BOTTOM OF THE EXFILTRAflON TRENCH SHALL BE 15'-0" BELOW EXISTING
GROUND ELEVATION. UNLESS FIELD CONDITIONS WARRANT OTHERWISE,
J. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SEtTLEMENT THAT MAY OCCUR, IF IT DOES TAKE
PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION
TRENCH BE COMPLETED IN ACCORDANCE WITH THE DETAILS.
4. INVERT ELEVATION TO BE AS SHOWN IN w.e. 2.2 (AVO. OCTOBER GROUND WATER LEVEL).
TRANSVERSE SECTION
r
:i
1 : 1 OR STEEPER
SEE NOTE 4
BOTTOM ELEV.
(SEE NOTE 2)
1--5'-o~~
ALT. TRANS. SECTION
HQIfj IF THIS DETAIL IS TO BE USED FOR PRETEATMENT
OF STORMWATER RUN-OFF. THE INVERT OF PIPE TO BE AS
SHOWN IN W.C. 2.2; IF' PRETREATMENT HAS BEEN PROVIDED
THRU OTHER MEANS THE INVERT OF PIPE CAN BE LOWER
THAN SHOWN IN W,C. 2.2.
MAY BE USED IN AREAS WHERE TRENCH
WALLS WILL NOT STAND VERTICAL. OR
WHERE CAVE IN BELOW THE WATER
TABLE IS LIKELY TO OCCUR. TO BE
USED AT THE ENGINEER'S DISCRETION.
DES. MAN.
R-21.1
CROSS
REF.
SPEC.
REF.
8"
6-1 /Z"@1-1 /211
KEY WAY
SECTION A-A
NEOPRENE GASKET
ALONG EDGES
BAFFLE
NOTES FOR BAFFLE AND BRACKET
1.- BAFFLE TO BE A SECTION OF CMP IN HALF.
USE ONE HALF OF A 21" YJ CMP OR LARGER
2.- 3/8" GALVANIZED LAG BOLT IN LEAD SHIELD (ll"P.)
3.- WELD OR TWO 1 /2" r;J THRU BOLTS (S,S.)
4.- GRATING SHALL BE OFFSET IF STRUCTURE IS SINGLE
LOAD
# 6 @ 6" C.C.E.W.
NEOPRENE GASKET
ALONG THREE SIDES
SEE NOTE 3
A
....
-
OFFSET GRATE
AS SHOWN
ADD #6 BARS
PLAN
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2'- 11"
8
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SECTION A-A
1'-4"
....1<'1
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~lliIMUM WEIGHTS
GRATE: 153 L8S.
fRAME: 215 LBS.
3.
7'
F
ENG'INEERING NOTES:
CArrell BASIN .F'I~A~rE AND
G RA1'E
1. ANY APPARENT DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS
SHALL BE BROUGHT TO THE ENGINEER PRIOR TO START OF ANY CONSTRUCTION.
2. CONTRACTOR, PRIOR TO START OF ANY CONSTRUCTION, SHALL VERIFY ALL
EXISTING UTILITIES ON THE FIELD. CONTRACTOR SHALL EXERT CARE AND CAUTION
IN PROTECTING ALL UTILITIES DURING THE COMPLETION OF HIS WORK, IN THE
EVENT OF DAMAGE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE APPROPRIATE
UTILITY COMPANY. ANY AND ALL COSTS INCURRED DUE TO DAMAGE SHALL BE THE
SOLE RESPONSIBILllY OF .THE CONTRACTOR. FORlY-EIGHT (48) HOURS BEFORE
DIGGING CALL UNCLE, TOLL FREE 1-800-432-4770
3. NO MODIFICATIONS TO THIS PLANS ARE ALLOWED WITHOUT THE WRITTEN CONSENT OF
THE ENGINEER. NO AGENCY INSPECTOR, CONTRACTOR, NOR THE OWNER ARE AUTHORIZED
TO UNILATERALLY MODIFY THESE PLANS.
4. IT IS THE INTENT OF THE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
5, ALL DRIVING SURFACES MUST BE CONSTRUCTED ON A SIX (6) INCHES ROCK BASE
THAT WILL PRODUCE A C.B.R. VALUE OF NO LESS THAN 25 WHEN COMPACTED TO A
MINIMUM FIELD DENSITY OF 95% OF MAX, DENSITY AS DETERMINED BY MSTHO T -180.
PRIMED FOR THE ENTIRE AREA. WITH A MINIMUM OF ONE (1) INCH ASPHALT CONCRETE
TYPE S-1. PROVIDE 12 INCHES STABILIZED SUB-BASE.
6. ALL DIMENSIONS IN THESE PLANS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD.
7, ALL WORK SHALL MEET CITY OF AVENTURA STANDARDS AND REGULATIONS.
8. ALL DRAINAGE SHALL BE INSTALLED PRIOR TO CONSTRUCTING THE PROPOSED PAVEMENT.
9. ALL DRAINAGE SHALL BE EXFILTRATION TRENCHES PER D.C.P,W.D. STANDARD SD 1.1
10. FLOOD CRITERIA ELEVATION: 5.00 (SOURCE D,C,P.W.D,) FLOOD CRITERIA MAPS.
TYPE " D "BOX (US PRECAsrr)
FOR SINGLE- LOADING rrRENCfIES
IN PARKING LOTS
~ 58' *
-,..
l/ 28' l/ .30' ~
'" " ,..
1" THICK ASPHALT \ 16' 12' 12' 18'
CONCIRETE fiPE $-1 ... v ... ~
" " ,.,
PARKING DRIVE AISLE PARKING
STALL LOW STALL
POINT
12" STABILIZED
SUB-BASE
6" L1MEROCK BASE
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FUTE TO BE
.. WELDED TO TOP -
BRACI(ET DETAIL .. Of' BAFflE
48" DIAM. BITUMINOUS
30" JOINT (ll"P.)
b
SOLID PLATE er::
TOP OF BAFFLE .. t~ L5 ..
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TYPICAL SECTION
N.T.S.
1a~
MARVIN J. ABARCA
P.E. No. 49529
{/loft?
,...
REVISIONS
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