|
Q
<br />O
<br />Q
<br />00
<br />O
<br />Ln
<br />CD
<br />O
<br />N
<br />Q0
<br />(1
<br />U
<br />O
<br />d-
<br />CD
<br />c�
<br />Q
<br />►A
<br />5 OR AS
<br />TYPE 'A' JOINT SHOWN ON PLANS R/W
<br />±'L 1 4' PER R SLOPE UNE
<br />TYPE
<br />LOCATION
<br />i
<br />f SECTION "A -A"
<br />/
<br />/
<br />TYPE 'A' JOINT
<br />.B.
<br />r7y" Q R/'W LINE.
<br />4Z 0'
<br />NEW
<br />SIDEWALK
<br />EXISTING
<br />SIDEWALK
<br />CONIC. CURBS. DRIVEWAYS,
<br />AND SIMILAR STRUCTURES.
<br />TABLE OF SIDEWALK JOINTS
<br />TYPE
<br />LOCATION
<br />HERS
<br />P.C. AND P.T. OF CURVES
<br />'A'
<br />JUNCTION OF EXIST. AND
<br />NEW SIDEWALKS
<br />.B.
<br />5' -0' CENTER TO CENTER
<br />ON SIDEWALKS
<br />4Z 0'
<br />-WHERE SIDEWALK ABUTS
<br />'C'
<br />CONIC. CURBS. DRIVEWAYS,
<br />AND SIMILAR STRUCTURES.
<br />TYPE B
<br />JOINT P.C. Q� TYPE 'A' JOINT "OlE MIMN MM, IN PUBLIC RIGHT OF MET
<br />PLAN TABLE OF SIDEWALK
<br />THICKNESS - "T"
<br />CATION
<br />2'R. LO 'Y
<br />RESIDENTIAL AREAS 4'
<br />O DRIVEWAYS Q OTHER AREAS 6-
<br />• AT THE DISCRETION
<br />OF THE ENGINEER
<br />TYPE 'A' TYPE 'B' TYPE'C' 1/2' PREMOLDED EXPANSION
<br />(OPER-T57E -.) ,m) (SAAErmillS) (EXPAR9WWNTS) JOINT MATERIAL
<br />SIDEWALK JOINTS
<br />mom. SIDEWALK OF COMPACTED DENSITY. IH TO A MINIMUM OF 95%
<br />e' THK. CONIC. BASF, ($ SHALL BE IM, COOED OYBL IS AASHIO T-99 OT- THE AREA DI m EWPACTED
<br />A B' DON.( BASE, (LB.R. 1W) PRIMED, CgIPACIm IS D I AS EYON AREA OISOE UMxR TIE OF WALX
<br />TO 98.[ DECAMP ACT IY STABILIZED SUUCRADE AND 1 FOOT NS AL EALN SIDE WHERE RIGHT OF WAY
<br />(LB.R. b) COMPACTED TO 93x PER AASNTO T -180 AND ca+Dmms Avow.
<br />TYPICAL DETAIL
<br />SIDEWALK CONSTRUCTION
<br />N.T.5.
<br />s -r s -e•
<br />b
<br />ID
<br />b
<br />S' b
<br />zr
<br />a
<br />e• -r Ll" --
<br />18 S.F. 12 6.F.
<br />TYPICAL DETAIL
<br />PAVEMENT ARROWS
<br />N.T.5.
<br />TYPE 'D" CONCRETE
<br />CURB (4,000 PSI.)
<br />ELEV. REFERS
<br />TO THIS POINT
<br />I. TO 1 -1/2' SAND R =2"
<br />LEVELING COURSE
<br />2' TO 2 -1/2'
<br />BRICK PAVERS ,
<br />V-12' STABILIZED SUBGRADE, (LB.R. 40)
<br />COMPACTED TO 95X AASHTO T -180
<br />UMEROCK BASE (L.B.R. 100)
<br />NOT PRIMED, COMPACTED TO
<br />98.4 AASHTO T -180
<br />TYPICAL DETAIL
<br />TYPE 'D' CONC. CURB
<br />N.T.S.
<br />CONC. CAP
<br />4' CIA. STD. PIPE
<br />COL CONIC. FILLED
<br />TRAFFIC YELLOW) ,I
<br />GR"ABE�
<br />24'.24'x30' -��
<br />CONIC. PIER
<br />2' -0'
<br />TYPICAL DETAIL
<br />BOLLARDS
<br />N.T.S.
<br />SIDE ELEVATION I TPICAL L)t I AIL
<br />TYPE II SKIMMER
<br />N.T.5.
<br />)S
<br />)50
<br />900!1050
<br />HERS
<br />1300
<br />2000
<br />•. /
<br />\
<br />4Z 0'
<br />�CGMS - CET-)
<br />a' -0'
<br />- -
<br />CONCRETE
<br />4' -0"
<br />MIN.
<br />PIPE O.D. PLUS 4' WITH
<br />REP
<br />R6E DWg
<br />KEYWAY (FOR PRECAST
<br />D
<br />Y -B
<br />a -0'
<br />8' CONCRETE SLAB (CAST
<br />1
<br />INTEGRALLY WITH WALLS)
<br />PLAN
<br />PIPE BEDDING MATERIAL
<br />e'
<br />W
<br />38. -No
<br />k Co_
<br />W ipw[
<br />W LIR
<br />..
<br />City of Sunny Isles Beach, Mlaml -Dade County, Florida
<br />(i"�YP.)
<br />(TTY•)
<br />ExP1TTQ1
<br />FBw6I
<br />µo• C -c
<br />DRO
<br />iB-e• c-c
<br />>
<br />!r
<br />J
<br />582 4 -6 STD
<br />167005
<br />Pm NMI
<br />Pus
<br />6 me uD
<br />o r Txla<
<br />P
<br />bL
<br />GENERAL NOTES
<br />1. THE CLEANOUT PORT FOR THE TYPE 11 SKIMMER SHALL BE GASKETED, WITH EITHER A THREADED SCREW -IN LID OR A UD
<br />SECURED BY FOUR STAINLESS STEEL QUICK - RELEASE LATCHES.
<br />2. PLACE NEOPRENE GASKET MATERIAL BETWEEN THE SKIMMER AND THE CATCH BASIN AT ALL POINTS OF CONTACT. TRIM
<br />THE GASKET NEATLY TO EXTEND 1/2 INCH BEYOND THE JOINT ON ALL SIDES.
<br />3. SKIMMER BAFFLE, CLEANOUT PIPE AND ANGLES SHALL BE PRIMARILY CONSTRUCTED OF EITHER GALVANIZED STEEL, ALUMINUM,
<br />POLYVINYL CHORIDE, POLYETHYLENE, FIBERGLASS OR ACRYONITRILE BUTADIENE STYRENE. ALL STEEL COMPONENTS, OTHER
<br />THAN STANLESS, SHALL BE HOT -DIP GALVANIZED.
<br />4. MOUNTING HARDWARE, HINGES AND LATCHES SHALL ALL BE STAINLESS STEEL LOSS PREVENTION DEVICE SHALL BE EITHER
<br />STAINLESS STEEL CHAIN OR RIVETED NYLON STRAP.
<br />5. MATERIAL USED IN CONSTRUCTION OF SKIMMER BODIES (BAFFLES) AND CLEANOUT PIPE SHALL COMPLY WITH FDOT STANDARD
<br />SPECIFICATION 943 FOR STEEL, 945 FOR ALUMINUM OR 948 FOR PLASTICS.
<br />6. PLASTIC SKIMMERS SHALL CONTAIN A MINIUM OF 1.59. BY WEIGHT OF CARBON BLACK FOR UV PROTECTION.
<br />7. THE CONTRACTOR MAY SUBMIT ON ALTERNATIVE DESIGN PREFABRICATED FRENCH DRAIN SKIMMER FOR APPROVAL BY THE
<br />ENGINEER OF RECORD.
<br />8. TYPE I SKIMMER DIMENSIONS SHALL BE BASED ON THE OUTLET PIPE DIAMETER AS SHOWN IN THE DIMENSION TABLE.
<br />CONCRa ?.,K� (ASPHALT PAVEMEx
<br />VAV ' P.V.C. PLUG
<br />' P.V.C. RISER
<br />V.C. WYE
<br />(SIZE PER PLAN)
<br />P.V.C. ROOF DRA
<br />(SIZE PER PLAN)
<br />FROM BLDG. N:
<br />WHEN MAIN DRAIN IS LARGER THAN 8', APPROPRIATE SIZE
<br />OF POLYVINYL ADAPTER JOINT SEALED SHALL BE USED.
<br />TYPICAL DETAIL
<br />STORM DRAIN and CLEAN -OUT
<br />N.T.5.
<br />TYPICAL DETAIL
<br />GREASE BAFFLE
<br />N.T.5.
<br />U.S. FOUNDRY FRAME 6:
<br />GRATE NO. 6515 -6269
<br />BOLTED (GRATE 52 -R)
<br />OR APPROVED EQUAL
<br />DRAIN BASN tWl iP• A 17
<br />A� MtA GYY�} x"EDp 0Aw"YET B• G O FINISHED GRADE 'GONG
<br />(ELEV. PER PLAN) COLLAR
<br />\ �rBFE. $a -22) �eEILm FxL� \ m1T 3 v OGN°a"M" NE a !�'
<br />I F l ceour Sm Cos ,,Yjj'rE wnimncHT I.-_ ADMTORS BACNFlLL MAIFAIAL SHALL B1�1
<br />OR GRANS NAT]llAL NMVNOR 2
<br />"aim• FRLV TYP ICAL INSTALLATIONS As sPEGFED IH A9TU Dvz1MATTfiAL
<br />� o ] m[cT FxL a2oa nwA F AHD CONP�lEDO UNU'ORNLY N 12' UM
<br />.mac 3 DRAIN BASIN
<br />CAtbl MN 0"
<br />Fr LAS ri
<br />ilre IcxGm oi"PeE i 4i `? �, A I A F.. GRADE
<br />- J (BUN. PER PLAx) 12• A 12• ca1L`:nG
<br />(uv ro m v. a c s�'muel�i�)
<br />tl9ff8 LONGITUDE SECTION TRAN5VER5E 5ECTION I l0 -• BID• K,Y': :SoT b
<br />1. NOH -WD1d PIASIIC R1FA FIeNO� F�0.T. ST TAO DIOEx /IB9 I11PE 0-] Fqi N' MC � W1O 4' -�_ a TIE ExIILTU110H 1RNCM 91/IL Bf SE! tSo APPROX GRAN ARFA IB4.80 '" B0aY � eMLLSr ROtx xA5 eDH DArm ro TIE PROPLA DLYAnax N BLUL eECAmuxr APPROX NBGHT W TH FRAME - 1 4.oD ma 4• _ 30•
<br />F, IT C0IPACTD " OROFR ro ALLOW fOR INITIAL SEFlDYFMT MAT
<br />MAY OOW0. RlFll
<br />AIE RAa. ADNDW.L eMLAST aoa wu a ADCm ABBm ro RAY 00 LNL FILM tr DIWN IT INLINE DRAIN
<br />eA Rawl` - - 11E ro TIE PROPm EIIE A1rox so 1xAT TIE EmmAnax Ixewl cN+ ee °O� eE Do DESGN
<br />-`r az0o 24' PL16, pvE LOOS INTO CIXIBim NOTE:
<br />TUNA Ta A- ro ff AS 9pW1 -22 (AtEN,tE OMOOFA GYIUIO WATER IF¢) SUPPORT RING STAND CAATE: H -25 HEAW .1 RATING.
<br />4' OEV 3 PDi iIAN BOROY ELEV. 1.1 .. SOLD CONK: H-25 HEAW Wtt RATING
<br />1 [E.D EgIL1RA1pH RpttH $H,IL HAT£ /10-1' x I' GIV. a1FFL 011 AWYIIAIY MRE (-X130 mL_R HR RSA aiE4'FR PEDESTRIAN GRATE H -10 MOM DUTY RATNG
<br />Y[BL (OCR Fln fi P" �7 { ^ ^!Y ^.. b OJAUtt: MAIERAIS SHALL CONFORM TO MINI
<br />A538
<br />ALT. TRAH5. SECTION I GRADE TO- SD-Do.
<br />ALL CASTNGS MUST CONTAN A LOGONG DENSE
<br />Se Uem w MM'AS Fe- TuNIm J13D YERONA AVE
<br />CETAR " 10 Se Usm rce PRBRE 1 a siORn,ATB Rut -alF. THL PINTIT w � WLL x0T�5T� ce I2' CmCREIE COLLM 31. VE "MIS
<br />OF PW6 m BE AS SHOw1 w We 22 1F PRmE Nr HAS eLEH PRrlOm IRM oTIEA BASIN BODY �},,.8 ( ) _
<br />11E eNWi OF PIPE CAN eE LONFR TIAX 910Fx1 " wG -22 T 1. T'�R DI@EDiY MSp+r'F'EII°W SECTION A -A µ/ 2 H4A1L AROUND (TYPJ LYj'u® ��� FAX (]/O) 932 -24m
<br />TYPICAL DETAIL TYPICAL DETAIL ON -Om "AL
<br />EXFILTRATION TRENCH 18" thru 30" DRAIN BASIN / INLINE DRAIN
<br />N..5. N.T.5.
<br />CD
<br />TYPICAL DETAIL
<br />CONCRETE 24" TRENCH DRAIN
<br />N.T.S.
<br />S E C T I O N
<br />TYPICAL DETAIL
<br />GREASE TRAP
<br />N.T.5.
<br />FlLWE AND - er
<br />U,& n aAPPROYm NDANY quoA u).
<br />o1w "
<br />ICX A
<br />YORTAR
<br />5' -D•
<br />L _•.J D L L?• I
<br />MANHOLE TOP
<br />DOUI9fE BANITARY
<br />4• CAP- LONG UNE
<br />_SAMPLING PORT
<br />No. 53 C.I. VALVE
<br />BOX AND LID
<br />-6' P.V.C. PLUG
<br />6' P.V.C. RISER
<br />NOTE-
<br />•MAN SEWER IS LARGER
<br />THAN 8', APPROPRIATE SIZE
<br />OF POLYVINYL ADAPTER JOINT
<br />SEALED SHALL BE USED.
<br />P.V.C. WYE � `P.V.C. SEWER LATERAL
<br />TYPICAL DETAIL PRIVATE
<br />SANITARY CLEAN -OUT
<br />N.T.5.
<br />90• BENDS 1
<br />3' VENT I
<br />r-p4 BARS O 12' GC.E.W.
<br />316 SST HARDWARE ,3-3
<br />CLOTH W/ COMPANION ti
<br />RANGE
<br />FINISHED GRADE-
<br />FRAME AND GNATE-
<br />U.SF. 4700. 76223 (STRUCT. -O')
<br />U.S.F. 4622 297
<br />ADA COMP 78 ANT
<br />(OR APPROVED EQUAL)
<br />TOP
<br />(SEE DETAR) .
<br />a'
<br />FOR ALTERNATE
<br />WALL TYPE
<br />SEE NOTE No. 2
<br />3' MIN.
<br />ALL AROUND
<br />BOTTOM SUB
<br />(SEE DETAIL)
<br />NOTE: ALL ELEVATIONS SHOWN ARE N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM 1929)
<br />NOTES:
<br />1. BRICK MANSONARY CONSTRUCTION TO BE
<br />STUCCOED WITH 3/4' MORTAR INSIDE
<br />AND OUTSIDE.
<br />2 CONCRETE TO BE SEAL COATED WITH 16
<br />MIL THICKNESS APPROVED COATING.
<br />3. UFT HOLES THROUGH PRECAST STRUC-
<br />TURE ARE NOT PERMITTED.
<br />4. ALL OPENINGS SHALL BE SEALED Will
<br />GROUT (TYPE 2 CEMENT)
<br />5. A FLOW CHANNEL SHALL BE CONST.
<br />INSIDE MANHOLE TO DIRECT INFLUENT
<br />INTO FLOW STREAM.
<br />j4 12' ON CENTER
<br />EACH WAY. N.
<br />BRICK RUBBLE BEDDED AND
<br />COVERED WTH GROUT
<br />GRADE
<br />MIN.
<br />)50
<br />900!1050
<br />MAXIMUM (5) COURSES CLAY BRICK
<br />1300
<br />2000
<br />S -B•
<br />3' -0'
<br />4Z 0'
<br />4' -0'
<br />a' -0'
<br />- -
<br />CONCRETE
<br />4' -0"
<br />MIN.
<br />PIPE O.D. PLUS 4' WITH
<br />REP
<br />R6E DWg
<br />KEYWAY (FOR PRECAST
<br />D
<br />Y -B
<br />a -0'
<br />8' CONCRETE SLAB (CAST
<br />1
<br />INTEGRALLY WITH WALLS)
<br />No. 53 C.I. VALVE
<br />BOX AND LID
<br />-6' P.V.C. PLUG
<br />6' P.V.C. RISER
<br />NOTE-
<br />•MAN SEWER IS LARGER
<br />THAN 8', APPROPRIATE SIZE
<br />OF POLYVINYL ADAPTER JOINT
<br />SEALED SHALL BE USED.
<br />P.V.C. WYE � `P.V.C. SEWER LATERAL
<br />TYPICAL DETAIL PRIVATE
<br />SANITARY CLEAN -OUT
<br />N.T.5.
<br />90• BENDS 1
<br />3' VENT I
<br />r-p4 BARS O 12' GC.E.W.
<br />316 SST HARDWARE ,3-3
<br />CLOTH W/ COMPANION ti
<br />RANGE
<br />FINISHED GRADE-
<br />FRAME AND GNATE-
<br />U.SF. 4700. 76223 (STRUCT. -O')
<br />U.S.F. 4622 297
<br />ADA COMP 78 ANT
<br />(OR APPROVED EQUAL)
<br />TOP
<br />(SEE DETAR) .
<br />a'
<br />FOR ALTERNATE
<br />WALL TYPE
<br />SEE NOTE No. 2
<br />3' MIN.
<br />ALL AROUND
<br />BOTTOM SUB
<br />(SEE DETAIL)
<br />NOTE: ALL ELEVATIONS SHOWN ARE N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM 1929)
<br />NOTES:
<br />1. BRICK MANSONARY CONSTRUCTION TO BE
<br />STUCCOED WITH 3/4' MORTAR INSIDE
<br />AND OUTSIDE.
<br />2 CONCRETE TO BE SEAL COATED WITH 16
<br />MIL THICKNESS APPROVED COATING.
<br />3. UFT HOLES THROUGH PRECAST STRUC-
<br />TURE ARE NOT PERMITTED.
<br />4. ALL OPENINGS SHALL BE SEALED Will
<br />GROUT (TYPE 2 CEMENT)
<br />5. A FLOW CHANNEL SHALL BE CONST.
<br />INSIDE MANHOLE TO DIRECT INFLUENT
<br />INTO FLOW STREAM.
<br />j4 12' ON CENTER
<br />EACH WAY. N.
<br />BRICK RUBBLE BEDDED AND
<br />COVERED WTH GROUT
<br />GRADE
<br />MIN.
<br />- - MINIMUM (3) COURSES CLAY BRICK
<br />MAXIMUM (5) COURSES CLAY BRICK
<br />/y
<br />REINFORCED PRECAST CONIC SECTION
<br />(KEYED TO LOWER WALL) FOR DEPTH
<br />GREATER THAN 4' -0'
<br />arCRTIN,
<br />F
<br />PRECAST
<br />- -
<br />CONCRETE
<br />4' -0"
<br />MIN.
<br />PIPE O.D. PLUS 4' WITH
<br />REP
<br />R6E DWg
<br />KEYWAY (FOR PRECAST
<br />SLOPE 3/4 ": FT.
<br />MANHOLE ONLY)
<br />03. 16
<br />o.
<br />8' CONCRETE SLAB (CAST
<br />1
<br />INTEGRALLY WITH WALLS)
<br />RENSED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />PIPE BEDDING MATERIAL
<br />BNOINI3HRS, SURVHYORS &MAPPERS
<br />CEULTHQCATE OF AUTHOPJZAMON 1VUMB18R: 00003653
<br />ISO Wmt1 e e 168th. SltAxxeL /No rth A L ..d D 14 Floxldw. 33162
<br />OR GRAINFIELD UMEROCK
<br />TYPICAL DETAIL PRIVATE
<br />SANITARY SEWER STANDARD MANHOLE
<br />N.T.S.
<br />PER PLAN + 8' WALLS
<br />0
<br />i q�
<br />q
<br />PLAN
<br />ALTERNATE 'A'
<br />7- CONCRETE SUPPORT SLAB
<br />NOT REQUIRED IF STRAP
<br />TO WALL (2 Required)
<br />FROM DRAINAGE WELL 1,
<br />OIL INTERCEPTOR
<br />So g DI WALL PIPE
<br />PER PLAN + 8' WALLS RIM AND COVER PER (U.S.F.
<br />/310A) WITH COVER SERIES
<br />TYPE 'A" LETTERING 'STORM'.
<br />3
<br />to 2' or
<br />+ I .
<br />BRICK
<br />5 MORTAR
<br />14 AIRS .) ORNER FILLET
<br />WAY ' rLAN
<br />ACB (MIN ' o I
<br />J LL=-1 u
<br />-I MANHOLE TOP
<br />NOTE:
<br />4 "C-C, BARS, 12UNIT MAY BE PRECAST OR CAST IN PLACE
<br />ACH WAY (MIN.) I CONCRETE CONSTRUCTION. WALL THICKNESS
<br />I`0 k STEEL SAME AS USED FOR SUPPORTING
<br />g_ PER LAN e' a UNIT WALL ECCENTRIC CONE MAY BE USED.
<br />p8 BARS /6 BARS,
<br />>2 (BOT. ROW) 8" C -C
<br />3" MIN.
<br />ALL AROUND + J
<br />�CONST.
<br />JOINT J 8' ) PER LAN 8'
<br />PERMITIED
<br />4 BARS, 9'C -C eo
<br />ACH WAY (MIN.) ALTERNATE ,B, ALTERNATE MANHOLE TOP
<br />NOTE:
<br />LA DDER BARS SHALL BE INSTALLED
<br />IN BOXES 10' IN DEPTH OR GREATER
<br />TYPICAL DETAIL PER (SO 4.6).
<br />TYPE "P" MANHOLE and RISER
<br />N.
<br />12•x1Px4'
<br />5,000 pet Conmet4 Slab
<br />W W.W.F. RNMCanav
<br />NSbepe Not Lhed
<br />VENT PIPE
<br />EE NOTE No. 8 PER PLAN + S" WALLS
<br />ATCH BASIN PAVT.
<br />f5 D1AG.
<br />zi
<br />LEVEUNG COURSE AT 3
<br />(3' MIN. TO 12' MAX) m 3
<br />PER PLAN 8' x1., a y
<br />SQUARE OR ft0UN0 JA.3. a
<br />SEE N TE A SMOOTH UNE y
<br />No. 4 OF MORTAR (TYP.) \+/ 1
<br />TI ET
<br />'AIN /5 BARS, 6'C -C
<br />INLET EACH WAY (MIN.)
<br />PIPE PER PUN + 8' WALLS
<br />MIN.
<br />ESE BASF�E
<br />ERE flE0D.1 E4 BARS. 12-C -C y.
<br />PLANS I EACH WAY (MIN.) ,• r
<br />TOP SLAB
<br />NOTES: TYPICAL SECTION 15 BARS. 9-C -C PER PUN + 22'
<br />1. EACH WAY (MIND IN.
<br />ax A'm�marnE mix�FDRa"L = n wrtuarE PPE AsuL DESwATrox o->e GAa m.
<br />a SeRCUTN�RB�'fR N r0.1�WD NrtN WPdxim ITxWPIAfE PfINiCR01p WR � USID wltx
<br />of 3'
<br />uBE 4,0x0 P�SL"I'COHOEIE O 2e GK (11YE x 1} CJR.
<br />S. YAl]YW C"gVE1E FlPE 92E 24BY {
<br />T. YDRTM =eL As RED n AL Amin _
<br />w9u Aw aursm
<br />Te PEOUBET wFH ''G L BIFr1E le Uem 26' SUMP PFWOao SE 1 WT BAR1E
<br />I0. WYPiBEO' HLOW BOTIg1 OF BAFRF Iwo BOT1011 OF BATFlE m 9E tY BOOW 0F FINE
<br />4,000 P.S.I. CONIC.
<br />(O 28 DAYS) 02 P GLSr w PGCf 15 DIAL. BARS
<br />BOTTOM SLAB EC
<br />STION BOTTOM SIAB PLAN
<br />Nom DF'P'mix'on mEA;Ln vFAim ;.e"' TYPICAL DETAIL
<br />PRECAST CATCH BASIN
<br />N.T.S.
<br />O
<br />)3A8
<br />® II
<br />Q4L -yH� Ir wx mw
<br />PIPING OE9ICNANON�
<br />u ImTYOm
<br />r�w w DOP.waI.AUm
<br />Sb°`"ilArz°10a"wli0u). 21w mm W mW ww WIm. oc ' m "
<br />Y��c ml:"mA`""x�Y%" z YD:xx m�Aa Wn.
<br />"O DIx�x Px)xPG ITx.Mp ROUt¢0 YT1L.'YU
<br />(6D1I[mP p(px� Wx Im Ru.
<br />i Y u,w � WOa 1®'f 1fLN i) wlll""�Y W iMI w0I�4R IL r®LYA D1G x fis) Af Lamm
<br />'ax.•IwWL itBNL mN)
<br />am". WTI
<br />ODPWLx vlle�. TEF ceMr. xL O' IWUA.IE AR<YmWO
<br />N �I�I op�M mID[� am�iP�ml � O PwC YVU eE a"mmm'"WK n[
<br />��� w � r�w�m� must ammlawcw
<br />x IETxa avu eEVnE SSE SIm xw NUaamn
<br />m�IwABUp o1E gag SYxLG nlw llE YAM mF.
<br />LARGER
<br />- No. 09PA9
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<br />LEAVY, SKII.ExS', INC.
<br />Date
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<br />CEULTHQCATE OF AUTHOPJZAMON 1VUMB18R: 00003653
<br />ISO Wmt1 e e 168th. SltAxxeL /No rth A L ..d D 14 Floxldw. 33162
<br />2005 -288 052620
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<br />City of Sunny Isles Beach, Mlaml -Dade County, Florida
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<br />582 4 -6 STD
<br />167005
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