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S' OR AS
<br />%�E 'A' JOINT SHOWN ON PIANS Rte• 1 a' PER R. SLOPE LINE TABLE OF SIDEWALK JOINTS
<br />TYPE LOCATON
<br />SECTION "A —A" P.C. AND P.T. OF CURVES 'A' JUNCTION OF EXIST. AND
<br />TYPE 'A' JOINT NEW SIOEWPn(S
<br />r Q R/W LINE •6• •WHERE SfOLWPl/( ABUTS
<br />NEW 'C' CONIC. CURBS, DRIVEWAYS,
<br />SIDEWALK SIDEWALK AND SIMILAR STRUCTURES.
<br />JOINT P.C. Q� NOTE: ALL SIDEWUItS SNALL BE 5 FEET WIDE
<br />_N- TYPE A' JOINT MINIMUM. IN PUBLIC RIGM OF WAY.
<br />PLAN
<br />t /a' t r /z• TABLE OF SIDEWALK
<br />THICKNESS
<br />LOCATION 7'
<br />1 2'11 2'11 RESIDENTIAL AREAS 4'
<br />O DRIVEWAYS 8 OTHER ARFlS 6'
<br />• AT THE DISCRETION
<br />OF THE ENGINEER
<br />TYPE "A" TYPE "C" 1/2' PREMOLDED EXPANSION
<br />(OPEN TYPE JOINTS) SAWED .K)IIRS (EXPANSION JOINTS) JOINT MATERIAL
<br />SIDEWALK JOINTS IalarRABE ND1r:
<br />NOTE; 6' OF COMPAC20 SUBGRADE TO A MINIMUM OF 95x
<br />B' 1HK CON'. SIDEWA�IIS SIDEL BE CONSTRUCTED OVER OF MSHTO T -99 OENSIIY. THE AREA TO BE COMPAGED
<br />A 6• LIMERCCK RASE, (L.B.R. 100) PflIMED. COMPACTED IS DEBNED AS OWT AREA D19ECBY UNDER THE SIDEWNK
<br />TO 9BX DENSITY AND 12' STABILIZED SUBGRIDE, AN O 1 FOOT BEYOND EIDH SIDE WXERE RIGHT OF WAY
<br />(LRA. 10)'ONPACIEO TO 95X PER WWO T -106 AND EGNDTIMS ALLOW.
<br />TYPICAL DETAIL
<br />SIDEWALK CONSTRUCTION
<br />N.T.S.
<br />1.
<br />-
<br />16 !-
<br />TYPICAL DETAIL
<br />PAVEMENT ARROWS
<br />16• -30'
<br />NOTE:
<br />LADDER BARS SHALL BE INSTALLED IN BOXES
<br />10' IN DEPTH OR GREATER PER (SD 4.6).
<br />3099CGD
<br />•4dNe4M
<br />AR1[TLF•a6MM 1RME•"k"W
<br />16.04
<br />6.76
<br />TYPICAL DETAIL
<br />BOLLARDS
<br />N.T.S.
<br />mm©
<br />24"
<br />UST. 4766, 16223 (SIRIICT. b1 B•
<br />U.S.F. OD2LLWf 7 SEE NOTE No. 8 PER PLW + B• Wu l c
<br />I~ M
<br />(OR APPR0,1D EOWL) / -CATCH WIN PAV TN.
<br />r��� 6"
<br />TYPICAL SECTION
<br />NOTES: EACH WAY (M11
<br />4. B"e AMIw�.
<br />1 5Y0OUV Duouwl Xxw ,ar.a � is �D 2s�wMP REwum wDx PIR TurRE.
<br />IHVWF 'm� . ' • �...�`
<br />4,000 P.S.I. CGNC.
<br />SEE NOTE 11
<br />TOP SLAB
<br />NOTE: (O 26 PAYS) . _ 3' riR. D uST w Putt (5 DIAG. BURS
<br />BOTTOM SLAB SECTION PLAN
<br />LADDER BARS SHALL BOTTOM SLAB Ba,;n
<br />BE INSTALLED IN TYPICAL DETAIL
<br />BOXES IWIN DEPTH OR PRECAST CATCH BASIN �-
<br />GREATER PER (SD 4.6). N.T.S.
<br />be u T HortiO /1)
<br />TWc.DAVE
<br />s corKUTe (SEE Uim Ii)
<br />SECTION
<br />..�:. j .... . :....... . ... C .NOTES
<br />RBMN RE
<br />S9 PLAN AASMmTH
<br />1 uK CF MgrtA¢ 1/2' 1MIgt 11510E ND Wf51K
<br />TYPICAL DETAIL
<br />CATCH BASIN CONCRETE COLLAR
<br />- N.T.S.
<br />�— 27 3/4 fl
<br />-( zz xs 3/4
<br />(4) 3/80 COUNTERSUNK S.S.
<br />FLATHEAD MACHINE SCREWS
<br />ND1ES:
<br />26 I- MATERIAL: ASTM -A48 CLASS 30B
<br />1 1/2 CRAY IRON
<br />2- FRAME WT: 65 LOS. APP.
<br />� 11 1/4 -•{ 3- CRAZE W. 65 MS. APP. EA.
<br />I 21/4 0.8. "- 'M. CORP.
<br />24 . -_
<br />27 J/4 USF 4622 FRAME AND 6297 GNATS
<br />EXTERNAL PADLOCK
<br />DRAIN —IN W
<br />C CDLWR FINISHED GLADE r A 6'00N'.
<br />(ETeA. PER PLAN) COLLAR
<br />b= INLINE DRUN W/ ,fits. b
<br />6' COxC. COLIIR g
<br />6 -X 1
<br />WATERRCHT BALKFlLL NATERDL SHUL BE CRUSHED STONE
<br />ADAPIOR6 L•1 NEEGNG CUSS 1R 2
<br />TYPICAL INSTALLATIONS AS SPECIFIED IN ASIM 02321. BACKFlLL IN 12' LIFT"ATfISAL
<br />SMALL. BE PLACED BNIFORMLY S
<br />AND COMPA D.
<br />DRAIN BASIN
<br />A I A FINISHPDRGRAGE
<br />(SEEM PUN) �1^ A 12 6' C0.YC.
<br />CO LAR
<br />9r, 10' 4' - 10'
<br />@b I 121 4' - 12'
<br />15' e - 16-
<br />16• - Ir
<br />APPROK DRAIN AREA 24' e - 24•
<br />IPPROX WEICM WITH FRAME = 124.00 IM. 4
<br />_ sq-
<br />( it y Dm"' I MEBS INLINE I IN
<br />HANGE°°WNCO°N'6NCElE
<br />RO E:
<br />SUPPGR RING STNRO•AD GMtE: H -26 HFAW OIRY MTINC.
<br />SCUD COVER: H -25 HFAW DU f RATING.
<br />G.
<br />GMTE H -16 MEDIUM DUTY MT1NG.
<br />';�- .' -H.;' :: E�'... i b OUAIItt: WTGRWS SHML LUNFORN TO A FM —B
<br />I GRADE
<br />ALL CASTINGS MUST COIRAIN A LMINO UEWSE.
<br />BASIN BODY 12 CONCRETE COLWR BIINO PR°".AASBSIe
<br />SECTION A -A s• TNX. 4.088 PSI NK CNV II o'i"' 932-za43
<br />w/ 2 -/4 UL AROUND (ttP.) A yn- LI fA% (220) 932 -2490
<br />TYPICAL DETAIL OR APPRO D EqM
<br />18" thru 30" DRAIN BASIN / INLINE DRAIN
<br />N.T.S.
<br />12' STABILIZED SUBGRADE. (LB.R. 40)3 - LIMEFOX
<br />COMPACTED TO 95% AASMO T -180 NOT PRI
<br />98X AA'.
<br />TYPICAL DETAIL
<br />TYPE "F" CURB & GUTTER
<br />N.T.S.
<br />2 -1 /2'
<br />PAVERS
<br />1 -1/ SANG
<br />ING CO2' URSE
<br />tow
<br />100) TO
<br />1
<br />—said cep °(
<br />12' �L
<br />l7 I I I See M91a De[°il
<br />/ I
<br />I IGroirouti I
<br />p;pe I
<br />1
<br />n
<br />Corrug °lea I
<br />- sMmmer
<br />eaalp I I I
<br />Nroprene Gpaket g I �"� Il y
<br />a-
<br />`z`
<br />Baa;n Flpor J.
<br />};a., fROM fLEYATlON
<br />�" r' T* " CENEFAL N07E5
<br />dr A. 1. n" Fre,RMrdn sMmmw B a Hooded amw. mwmlee °� an wed b 9 roRaA6min. uNt�� �,la w wa
<br />'8r ° InROOwr'e`I io P�a ni a ae°ro^na °r°svo nao�",nll;l,°°o„'e,`^'r,e'9 r°ia�m,;n, 6rouet'A"Px,.
<br />SIDE ETEV4770v TYPE I SK /MMER AME DETAIL
<br />z. Rase neapreae ya,ket ma,�°I Nelmm BM ,ktinw wa Ge oolcN6ain el °, ppin6 a awt «L rdm we
<br />Mgles an offer side of 9o,ke1 nroly fo eaero "'Y NryoM Ua ]ant on W eNea.
<br />3 Latch Pi - LotU Hinge Skimmor are mirzw image. J. Skimmer BaRb, 1M pye pM wgbs shpts h Pimw3y wn -..1 eAhw gaMrxzH sled dW,aaWa,
<br />4 0 J "e B°IL epf Holm M�ApNe� tlyki�l � v w mta+llnle bufad'me aly,vie /11 SIN cwrywvnla, aha Wn
<br />He. NW and WaaM1e U4 d'p
<br />Latan w,ge
<br />TYPE I 1. lm,,,r y nwd.we, r:M19A, e^d NNn,_, an.e w x alea,l�a sled Ira P—Bw� ae.x, -1 ee duw
<br />AO �` DIMENSION TARE ,laadev ated N„n w rnelN nybn eNep
<br />s 0— used n Pv"OCa9pn el flkirx,Mr OaGp V. `W wM depmW pip sA,9 mrap6' .RM1 Sa dwE
<br />Latch P,n epge Lid Hinge ?. `) DI//I14 PffE A B Sfeorirnlion 913 Iw rtetl, 945 Iw abnNNn, w 118 Iw pb,L'a.
<br />o �s Ie' t 2' az' 6 Baalc sanm,w, ,nw ewldn p mNwm a 1 sx q .601 a ro,Nea Eaa Iw IN waearw.
<br />y.
<br />a=ra„ za' ts' ae' DESIGN NOTES
<br />` PLAN . 77ON i 1. the ronhwlw ,aaY aunts! w dlemplAe desyn prelofi,iceled FiwrAtlraw Sldmrxe Iw opprprol M Ue FngkNw.
<br />Geanap LID DETAILS ��• • f� �• 2. �S—. m I par,,. Ina braliw� a ue w,b aro :�c le me blwiw ,a(,) a ue INda a., .Ian a .Mmme.
<br />Pro J. rkpe r sk:,mw drcnSaN ,nm t" ep,ea w u" aa[kl pipe s,met> w :hem :, Gee a, Task
<br />I Baf englez to bosin .oll
<br />n u > "° • mit= DT 6 comer R TYPICAL SECTION
<br />Wdtl Mglea U 65 E, AncM1pn Rpuntl WONT Gavin
<br />AS Pa ^" °' °°"" °" .�° GREASE BAFFLE FOR PIPE
<br />cmtaat wu A `
<br />6Mmmer /Neoprene v I � p N.TS.
<br />I Canket 1 , hnp,�
<br />I Duvet opm;,y vpnana eeep wau
<br />�In eaai Woll `j Fb[ Wall
<br />TDP VIEW TOP NEW SCHEMFATIC
<br />iAe — .1 ab'mmwa moat aw,rwm t° Ins aM1Ope pl — hmn walla en .M1 rJ, Sts.. in M. Pbns, M. rod, ro9u'retl rw curved -bota sbmmen.
<br />Applies I. — skimmer types.
<br />Palazzo Di Acqualina
<br />Sunny Isles, Florida
<br />Owner:
<br />GSF Acquisition, LLC.
<br />A Delaware Llmlted Liability Company
<br />Development Office
<br />17780 Collins Avenue Sunny Isles, FL
<br />33160 Telephone 305933-8301
<br />Consultants:
<br />Architect:] n c t
<br />Cohen Freedman Encinosa & Associates
<br />8085 NW 155 Street, Miami Lakes, FL
<br />33016 305.826.3999
<br />Planners and Landscape Architect:
<br />® 6121L6POrero6lAUwgarlene
<br />1 PD1fLN108d1P. gDIa�I leA
<br />Te: �
<br />RMM"X1 a 1AwBrw4NO61RRIre a lMBY10®.T11 . 1AWDTxSN
<br />Civil Engineer.
<br />THOMAS CHECCA, P. E.
<br />Environmental Consultant
<br />11568 MV 73rd Mawr, Parkland, FL 33076
<br />06ce: 954 - 3446664
<br />Rev:
<br />Date:
<br />Description:
<br />By:
<br />1
<br />08113114
<br />REVISED PER CRY'S COMMENTS
<br />REP
<br />2
<br />08!27114
<br />REVISED PER CRY'S COMMENTS
<br />REP
<br />3
<br />09/02114
<br />UPOATED6REPlAN
<br />REP
<br />4
<br />5
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS
<br />Date: 06/2412014
<br />Project #: 140081
<br />Drawn By: REP
<br />Scale: AS SHOWN
<br />DWG. No.: 3014 -029
<br />CAD #:140081 -SP 1
<br />c EDSA IRC,
<br />Sheet Number.
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. REG. NO.24616 (CML)
<br />
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