|
'A' JOINT SHOWN ON PUNS R /W,
<br />TYPE
<br />L R Fr. SLOPE LINE
<br />!RESIDENTIAL ARUS 4
<br />"A
<br />'A'
<br />SECTION —A"
<br />%—E
<br />TYPE "A" JOINT
<br />-WHERE SIOEWALK ABUTS
<br />4Q� R/W L[NE
<br />CONC. CURBS, DRIVEWAYS.
<br />AND SIMILAR STRUCTURES.
<br />NEW EXIBTINO
<br />I
<br />T
<br />SIOEWALN
<br />SIDEWALK
<br />TABLE OF SIDEWALK JOINTS
<br />TYPE
<br />LOCATION
<br />!RESIDENTIAL ARUS 4
<br />P.C. AND P.T. OF CURVES
<br />'A'
<br />JUNCTION OF EXIST. AND
<br />NEW SIOEWALKS
<br />•B•
<br />V -0' CENTER TO CENTER
<br />N KS
<br />-WHERE SIOEWALK ABUTS
<br />"C'
<br />CONC. CURBS, DRIVEWAYS.
<br />AND SIMILAR STRUCTURES.
<br />JOINT
<br />P.C. Q� TYPE "A' JOINT
<br />NOTE: A L SIDEWALKS SNALL BE 5 FEET WIDE
<br />MINIMUM. IN PUBLIC RIGHT OF WAY.
<br />!RESIDENTIAL ARUS 4
<br />PLAN
<br />B DRIVEWAYS 4 OTHER AREAS 6
<br />1 2 "R
<br />a 2 "R
<br />• AT THE DISCRETION
<br />OF THE ENGINEER
<br />TYPE °A"
<br />TYPE "B" TYPE "C°
<br />I/2" PREMOIDEO EXPANSION
<br />(OPEN TYPE JOINTS)
<br />(SAWED JOINTS) (EXPANSION JOINTS)
<br />JOINT MATERIAL
<br />SIDEWALK JOINTS
<br />suecRAITE NOree
<br />NOTE
<br />6' THK. GONG. SIDEWALKS SMALL
<br />BE CONSTRUCTED OVER
<br />6' OF COMPACTED SUDGRADE TO A MINIMUM OF 95%
<br />OF A— T -99 DENSITY. THE AREA TO BE COMPACTED
<br />6' LWWR BASE. (LB.R. 100) PFlum, couPA {TED
<br />IS DEFINED AS MAr AvFA OIRECRT L... THE SIDE%'Aix
<br />510E WHERE RIGHT OF wAT
<br />(-R. 40) COMPACTED TO 95X1
<br />PEREDAAS 10 T-11' B0
<br />AND COxD1/IQVS P110W.H
<br />TYPICAL DETAIL
<br />SIDEWALK CONSTRUCTION
<br />N.T.S.
<br />R 4
<br />lS.F. 12 S.F.
<br />TYPICAL DETAIL
<br />PAVEMENT ARROWS
<br />TABLE OF SIDEWALK
<br />THICKNESS
<br />LOCATION
<br />!RESIDENTIAL ARUS 4
<br />4'
<br />B DRIVEWAYS 4 OTHER AREAS 6
<br />6'
<br />CONC. CAP
<br />4" DIA. STD. PIPE
<br />COL GONG. FILLED
<br />(PAINT ONE COAT
<br />TRAFFIC YELLOW) -
<br />FINISHED
<br />GRADE
<br />24" %x4'%30'
<br />GONG. PIER
<br />Z _0. n
<br />TYPICAL DETAIL
<br />BOLLARDS
<br />N.T.S.
<br />NYLOPLAST DRAIN BASIN WITH REMOVABLE INTERNAL PIPE BAFFLE
<br />pvF� k�eaulln.�ar,usAVAIIAae �wwaRAwv.\� "E
<br />.. _ r® w1A�a5N,AW9aaR wML
<br />we w"'I[lR� n,"Ww`'tgoGarTnW. MarOIeASND..
<br />Eo ICLWRUG\ C l6 ,«aaw,oRNa
<br />Dog
<br />xRwwwmLa.RIE I T 6'MM
<br />" mw,esvr— Ef�a \� AMIN v
<br />V +,TawcVRa seat/
<br />aw,wosm V 9M � B MIN arAaA nceKN
<br />TIME-
<br />uuME wLG.wEa S 1
<br />@ raoiisv raovel�iaA�sYmY�va� DNN. E0nn5"'L.weew4LOe,nle+!LrFn
<br />w 18' -30' uA xDl ACCama]rEWlm ASrxOwl.
<br />;imaa_uMec�aaaaewloOVOEV«m10`9a n (� av�wamn
<br />3099CGD
<br />16.04
<br />5.79 3.12
<br />BOTTOM SIPS PUNS
<br />(SEE DETAIL)
<br />NOTE No. 9 PER PWR B' WAILS
<br />CATCH BASIN PAV'i. I MM.
<br />�LEVELINC COURSE AT � T Fa
<br />ht
<br />rc
<br />A SMOOTH LINE .L
<br />OF MORTAR (ttPJ I
<br />PER f
<br />�f—
<br />-/d BARS 12 "C -C
<br />EACH WAY (MIND
<br />TY
<br />15 BARS, 9'C -C
<br />NOTES: EACH WAY (MIN.)
<br />won I
<br />PICAL SECTION
<br />m 'a
<br />v�Iw `° •DN�rE'sI:E : �'"� IW�FE�'�MC�E:n.
<br />sttcIFIFO Bt APPxWN AGOKY. �
<br />, EaDM`�aF19AR,E:ND BDDDM rE BMnE TD 6E .d enaW "` °'
<br />IAwar �
<br />4,000 P.S.I. CONC.
<br />R R=2" / r2' ro 2 -1 /2
<br />I'
<br />I .
<br />x.s zs I
<br />PLAN
<br />24"
<br />'
<br />..__ UCH WAY (MIN.)
<br />(® za DAYS) . _ J- aua IF CAST IN PUKE
<br />� /s Dtnc. aws
<br />BOTTOM SLAB SECTION BOTTOM SLAB PLAN
<br />w,�;.s,: TYPICAL DETAIL
<br />PRECAST CATCH BASIN
<br />N.T.S. INS P
<br />Is eAA a Iz• O�rroIO
<br />IzFE rrort IA
<br />SECTION
<br />NOTES w sawk F uro,
<br />eE AT L ac '
<br />aw eASlry
<br />A. A vaorx LINE OF
<br />Maa..Aa , /:• rx,a IxsloE .ND oursloE.
<br />TYPICAL DETAIL
<br />CATCH BASIN CONCRETE COLLAR
<br />�2] 3/4 -�
<br />5 3/4 � 22 25 3/4
<br />12
<br />(4) 3/80 COUNTERSUNK B.S.
<br />FLATHEAD MACHINE SCREWS
<br />NOTES:
<br />26 1- MATERIAL: ASIM -A48 CLASS 308
<br />1 1/2 CRAY IRON
<br />2- FRAME WT: 65 LOS. APP.
<br />F-11 1/4 GRATE Wi: 65 LOS. APP. EA.
<br />I U.B. FOUNDRY k MFG. CORP.
<br />L�24 � 21/d MEDLEY. RARIDA
<br />USf 1622 FRAME AND 6297 CRATE
<br />A3416
<br />DRAIN 6A91N w
<br />. COLWe INISNEO GM DE
<br />PER PIAN)
<br />z4 „d'yz
<br />6HLWE OMIx W/
<br />' carve. caLlul
<br />WAIERTICNi BACKfILL MATERIAL SHALL BE GRU51aEO STQVE—
<br />AOIPTOHS OR GRAVEL NAIERUL MEETING CV55 1 OR 2
<br />TYPICAL INSTALLATIONS ss sPECIF1Ea Iry Aso oz.TZl. auxFaL MATERM
<br />18" thru 30" DRAIN BASIN /INLINE DRAIN
<br />N.T.S.
<br />PADLOCK
<br />A i A WISHED PM )
<br />LLY. PER PINT I IT 6• GON
<br />(E G.
<br />COUPA
<br />�- A B
<br />q9e� I 12' _ o•
<br />_ 12"
<br />ls• - IV
<br />W - le•
<br />NIU = 194.60 31'
<br />APPRO X. WEIGHT WIm fNaAE = 14.00 Iba SB• _ y0•
<br />lz� DRaw Ir a INLINE DRAIN
<br />FLANGE DOWN DESIGN
<br />LOCKS INTO CONCRETE NOTE:
<br />SUPPOft! RING SrANDMO CMTE: H -25 HEAVY DIM PAT—
<br />SOLI° DOVER 25 HEAVY QUIT R\ilxG
<br />J PEDESTRIAN GM1E H-16 MEDIUM OUtt RATING
<br />OUKItt MATFRINS sNAU coaafoftM TO ASTM A536
<br />GRACE ]0 50 05
<br />ALL. CASTINGS MOST CONTAIN A LOCKING DEVISE.
<br />lu a v6R0 xA AVE
<br />slN BODY
<br />lr corxxelE cou/R eui°RO, w a95 ae
<br />SECTION A —A G' rNK. 1.e0B Psl W
<br />MIN. 9u -zuJ
<br />W/ 2 -14 AU- ORNO (nP.) IYyrQ Q��Q FAX (]]0) 932 -8490
<br />TYPICAL DETAIL ON "°' "°" E°'A'
<br />'
<br />BRICK PAVERS
<br />1 N
<br />/5 BARS. 6,C -C
<br />PASHTO i -180 ggR PMSHiO i -�80 CTEO i0
<br />TYPICAL DETAIL
<br />TYPE "F" CURB &GUTTER
<br />N.T.S.
<br />7A J•
<br />Z
<br />Brain Floor fROM ELEVATION J1
<br />' ?:z: �'. 'J • GENERAL NOTES
<br />Wmmurpgis Poaea <°.<r. mw ^led °..r °a wu>I is ° <°t<nmsa uxt pe Is ai °m
<br />a�neeE to prevent dt, dm'ebn"k a- dee fiw' ng` conlam�sw�' s "nlamlioml'ubGng'Ca°t<IdA'°^sin NroH'ig°h ouUNbp{os.
<br />SLOE ELEVATION
<br />TYPE i SKIMMER ANGLE oETALL
<br />eoprane gasket mat d mM1een Ins sMmme�oK Ina <al<nmsn RI all po'nls of wnlacl. rsim Ne
<br />Mgles on olherde °/ 9askel maby le e+leM :�, mymd Ne janl m s;des.
<br />Latcn Pin Letcn Hings skimmer ore mi — r imoge. 3. Slunmw mIM, cNarwul pp and aryles slwll m primoNr <wralrvele0 d atmr gaNanired akel a4mirum.
<br />4 Hell. eaoss a a<OmNle mlvawPe s0r ° ^.. AV afeN co„Pwnmla, tithes UNn
<br />HeK NW °nd Wosn Ld ]]))ppLL''
<br />Latcn Hinge OIMENSI�t��LE ` tep^'ml'ea slat snoln w9Mel� n'jiwll"'I� p al m atamless alas Leas prcvenh'on drn'<e anal be <iger
<br />A , \1 \ °J•` \a -`, S M°leawl usedn <mslrvcli°n PI slo'mmw 0°des ((D°rlles) °M de°n°ut ppe anW comply .iln 51°ndoN
<br />Md Hinge P! A B SpeaT2ofion 943 Iw deal, 915 Ix aluminum ar 94B Tor poslin
<br />Lat<A
<br />eO �O JlS , 18' 1 z' az' G P;mm SNmmerz snag <an1aM P mirdum of I.SX Ey «e;9n(d cakan dock !n UV ProleclipA
<br />15' ae" DESIGN N07ES
<br />PLAN SECTION 30' IB' 54' '' my aaddl at/ atemaliw aeagn prerammled nenendmin sM'mmer Iw app'awl br Ina Ergirwas.
<br />LID DETAILS z. sm., E, me peva. Ine lamlbn al uM man ara ;ne ala me ;nlw;p. aa(il PI uR bPa^ Pa .non R almme.
<br />devnvN 36' 21' 60' . be imtauad.
<br />P'p' J. type 1 Shimmer finensims smp m bared an Ine Pullet pp< di°meler ps slwm in Uw dimens;m lade
<br />all ogles I. bvsin « II
<br />Welt/Myles At «''" (`)3 Of Bk;mmer °^ TYPICAL SECTION
<br />aims 01 �--55 E+pancion Mc6ors a'Ao Round Wall Basin
<br />�cn,aal GREASE BAFFLE FOR PIPE
<br />Skimme /Negprene N.T.S.
<br />I Casket � ° °uia
<br />Outlet Opening Teti &n Wall
<br />Bosi Wall _j Ce Flat Wall
<br />TOP y /Oy TOP VIEW SCHEMA77C
<br />Tne m<ka o/ aMmmers marl aw,Iwm m Ine roes ar Ine mom wmla An «ni<n Ivey are moRntee.
<br />Snow. in Nn plena. U
<br />M Trait raquimd rw curved -m<k summers.
<br />Applies to bolo glummer types.
<br />ucnax
<br />PIPING OFSIGNATION
<br />RE( %�)a�ra,vw�—
<br />M.
<br />.
<br />W. M _.j. lm
<br />�iaa x %Ra1 wow DM % Mn Sawa Hn,
<br />aaavlm va swls a. Las IMW sNkx I.c
<br />eOO DLa�%(rt %rq,vXm AS aVnvm �N�! /H WMrs.�"a /n.
<br />w swok 0¢ (w %FO,Exert As Malwn ,A 4W � ear.
<br />DLa, sal .RArwme aw.rF �xE'Aiu %npl AS xaaD
<br />,;� tot`• xk�wE:� W,L wLw . e„N,
<br />GFNEML NOTES: ��
<br />A wl,wa<mx m KF%xR<m a aDE.%I� n,w
<br />a 6emo. waalM, A:me„s swL x LLe°mNam ,x.N =
<br />a �WIw uPWLw s a swi`wd"Iwx' mE S'X°Exna we
<br />MI BEACH
<br />PARTMEM
<br />A BACKFLOW
<br />FOR
<br />Estates at Acqualina
<br />Sunny Isles, Florida Nor
<br />Owner:
<br />GSF Acquisition, LLC.
<br />A Delaware Limited Liability
<br />Company
<br />Development Office
<br />17780 Collins Avenue Sunny Isles, FL
<br />33160 Telephone 305933.8301
<br />Consultants:
<br />I Architect:
<br />Cohen Freedman Encinosa & Associates
<br />8085 NW 155 Street, Miami Lakes, FL
<br />33016 305.826.3999
<br />Planners and Landscape Architect:
<br />® 619E 91gXVO0DtLFNp,6U1E110
<br />1 R+OLVU6CVE Rtlwl\OWOI I.HA
<br />lA �
<br />. wloaiMeAROEnnnre . uawo®w . awpAClxaul
<br />Civil Engineer:
<br />THOMAS CHECCA, P. E.
<br />Environmental Consultant
<br />11568 NW 73rd Manor, Parkland, FL 33076
<br />Office: 954- 344 -666
<br />4
<br />Rev: Date: Description: By:
<br />1 08/13114 REVISED PER CITY'S COMMENTS REP
<br />2 0827/14 REVISED PER CITY'S COMMENTS REP
<br />3 09/02/14 UPDATED SITE PLAN REP
<br />4 03/03115 UPDATED SITE PLAN REP
<br />5 03/20115 UPDATED SITE
<br />PLAN REP
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS
<br />Date: 06/24I2014 Project #:140081
<br />Drawn By: REP Scale: AS SHOWN
<br />DWG. No.: 3014 -029 CAD #;140081 -Spa
<br />C EDSA, Ina
<br />Sheet Number:
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. RED. N0.24616 (CIVIL)
<br />/SEE NOTE 11 12' STABILIZED SUBGMDE. (Le.R. 40)� \- LIMEROCH BASE (L.B.R. 100)
<br />TOP SLAB COMPACTED TO 95%
<br />CATCH BASIN PAV'i. I MM.
<br />�LEVELINC COURSE AT � T Fa
<br />ht
<br />rc
<br />A SMOOTH LINE .L
<br />OF MORTAR (ttPJ I
<br />PER f
<br />�f—
<br />-/d BARS 12 "C -C
<br />EACH WAY (MIND
<br />TY
<br />15 BARS, 9'C -C
<br />NOTES: EACH WAY (MIN.)
<br />won I
<br />PICAL SECTION
<br />m 'a
<br />v�Iw `° •DN�rE'sI:E : �'"� IW�FE�'�MC�E:n.
<br />sttcIFIFO Bt APPxWN AGOKY. �
<br />, EaDM`�aF19AR,E:ND BDDDM rE BMnE TD 6E .d enaW "` °'
<br />IAwar �
<br />4,000 P.S.I. CONC.
<br />R R=2" / r2' ro 2 -1 /2
<br />I'
<br />I .
<br />x.s zs I
<br />PLAN
<br />24"
<br />'
<br />..__ UCH WAY (MIN.)
<br />(® za DAYS) . _ J- aua IF CAST IN PUKE
<br />� /s Dtnc. aws
<br />BOTTOM SLAB SECTION BOTTOM SLAB PLAN
<br />w,�;.s,: TYPICAL DETAIL
<br />PRECAST CATCH BASIN
<br />N.T.S. INS P
<br />Is eAA a Iz• O�rroIO
<br />IzFE rrort IA
<br />SECTION
<br />NOTES w sawk F uro,
<br />eE AT L ac '
<br />aw eASlry
<br />A. A vaorx LINE OF
<br />Maa..Aa , /:• rx,a IxsloE .ND oursloE.
<br />TYPICAL DETAIL
<br />CATCH BASIN CONCRETE COLLAR
<br />�2] 3/4 -�
<br />5 3/4 � 22 25 3/4
<br />12
<br />(4) 3/80 COUNTERSUNK B.S.
<br />FLATHEAD MACHINE SCREWS
<br />NOTES:
<br />26 1- MATERIAL: ASIM -A48 CLASS 308
<br />1 1/2 CRAY IRON
<br />2- FRAME WT: 65 LOS. APP.
<br />F-11 1/4 GRATE Wi: 65 LOS. APP. EA.
<br />I U.B. FOUNDRY k MFG. CORP.
<br />L�24 � 21/d MEDLEY. RARIDA
<br />USf 1622 FRAME AND 6297 CRATE
<br />A3416
<br />DRAIN 6A91N w
<br />. COLWe INISNEO GM DE
<br />PER PIAN)
<br />z4 „d'yz
<br />6HLWE OMIx W/
<br />' carve. caLlul
<br />WAIERTICNi BACKfILL MATERIAL SHALL BE GRU51aEO STQVE—
<br />AOIPTOHS OR GRAVEL NAIERUL MEETING CV55 1 OR 2
<br />TYPICAL INSTALLATIONS ss sPECIF1Ea Iry Aso oz.TZl. auxFaL MATERM
<br />18" thru 30" DRAIN BASIN /INLINE DRAIN
<br />N.T.S.
<br />PADLOCK
<br />A i A WISHED PM )
<br />LLY. PER PINT I IT 6• GON
<br />(E G.
<br />COUPA
<br />�- A B
<br />q9e� I 12' _ o•
<br />_ 12"
<br />ls• - IV
<br />W - le•
<br />NIU = 194.60 31'
<br />APPRO X. WEIGHT WIm fNaAE = 14.00 Iba SB• _ y0•
<br />lz� DRaw Ir a INLINE DRAIN
<br />FLANGE DOWN DESIGN
<br />LOCKS INTO CONCRETE NOTE:
<br />SUPPOft! RING SrANDMO CMTE: H -25 HEAVY DIM PAT—
<br />SOLI° DOVER 25 HEAVY QUIT R\ilxG
<br />J PEDESTRIAN GM1E H-16 MEDIUM OUtt RATING
<br />OUKItt MATFRINS sNAU coaafoftM TO ASTM A536
<br />GRACE ]0 50 05
<br />ALL. CASTINGS MOST CONTAIN A LOCKING DEVISE.
<br />lu a v6R0 xA AVE
<br />slN BODY
<br />lr corxxelE cou/R eui°RO, w a95 ae
<br />SECTION A —A G' rNK. 1.e0B Psl W
<br />MIN. 9u -zuJ
<br />W/ 2 -14 AU- ORNO (nP.) IYyrQ Q��Q FAX (]]0) 932 -8490
<br />TYPICAL DETAIL ON "°' "°" E°'A'
<br />'
<br />BRICK PAVERS
<br />1 N
<br />/5 BARS. 6,C -C
<br />PASHTO i -180 ggR PMSHiO i -�80 CTEO i0
<br />TYPICAL DETAIL
<br />TYPE "F" CURB &GUTTER
<br />N.T.S.
<br />7A J•
<br />Z
<br />Brain Floor fROM ELEVATION J1
<br />' ?:z: �'. 'J • GENERAL NOTES
<br />Wmmurpgis Poaea <°.<r. mw ^led °..r °a wu>I is ° <°t<nmsa uxt pe Is ai °m
<br />a�neeE to prevent dt, dm'ebn"k a- dee fiw' ng` conlam�sw�' s "nlamlioml'ubGng'Ca°t<IdA'°^sin NroH'ig°h ouUNbp{os.
<br />SLOE ELEVATION
<br />TYPE i SKIMMER ANGLE oETALL
<br />eoprane gasket mat d mM1een Ins sMmme�oK Ina <al<nmsn RI all po'nls of wnlacl. rsim Ne
<br />Mgles on olherde °/ 9askel maby le e+leM :�, mymd Ne janl m s;des.
<br />Latcn Pin Letcn Hings skimmer ore mi — r imoge. 3. Slunmw mIM, cNarwul pp and aryles slwll m primoNr <wralrvele0 d atmr gaNanired akel a4mirum.
<br />4 Hell. eaoss a a<OmNle mlvawPe s0r ° ^.. AV afeN co„Pwnmla, tithes UNn
<br />HeK NW °nd Wosn Ld ]]))ppLL''
<br />Latcn Hinge OIMENSI�t��LE ` tep^'ml'ea slat snoln w9Mel� n'jiwll"'I� p al m atamless alas Leas prcvenh'on drn'<e anal be <iger
<br />A , \1 \ °J•` \a -`, S M°leawl usedn <mslrvcli°n PI slo'mmw 0°des ((D°rlles) °M de°n°ut ppe anW comply .iln 51°ndoN
<br />Md Hinge P! A B SpeaT2ofion 943 Iw deal, 915 Ix aluminum ar 94B Tor poslin
<br />Lat<A
<br />eO �O JlS , 18' 1 z' az' G P;mm SNmmerz snag <an1aM P mirdum of I.SX Ey «e;9n(d cakan dock !n UV ProleclipA
<br />15' ae" DESIGN N07ES
<br />PLAN SECTION 30' IB' 54' '' my aaddl at/ atemaliw aeagn prerammled nenendmin sM'mmer Iw app'awl br Ina Ergirwas.
<br />LID DETAILS z. sm., E, me peva. Ine lamlbn al uM man ara ;ne ala me ;nlw;p. aa(il PI uR bPa^ Pa .non R almme.
<br />devnvN 36' 21' 60' . be imtauad.
<br />P'p' J. type 1 Shimmer finensims smp m bared an Ine Pullet pp< di°meler ps slwm in Uw dimens;m lade
<br />all ogles I. bvsin « II
<br />Welt/Myles At «''" (`)3 Of Bk;mmer °^ TYPICAL SECTION
<br />aims 01 �--55 E+pancion Mc6ors a'Ao Round Wall Basin
<br />�cn,aal GREASE BAFFLE FOR PIPE
<br />Skimme /Negprene N.T.S.
<br />I Casket � ° °uia
<br />Outlet Opening Teti &n Wall
<br />Bosi Wall _j Ce Flat Wall
<br />TOP y /Oy TOP VIEW SCHEMA77C
<br />Tne m<ka o/ aMmmers marl aw,Iwm m Ine roes ar Ine mom wmla An «ni<n Ivey are moRntee.
<br />Snow. in Nn plena. U
<br />M Trait raquimd rw curved -m<k summers.
<br />Applies to bolo glummer types.
<br />ucnax
<br />PIPING OFSIGNATION
<br />RE( %�)a�ra,vw�—
<br />M.
<br />.
<br />W. M _.j. lm
<br />�iaa x %Ra1 wow DM % Mn Sawa Hn,
<br />aaavlm va swls a. Las IMW sNkx I.c
<br />eOO DLa�%(rt %rq,vXm AS aVnvm �N�! /H WMrs.�"a /n.
<br />w swok 0¢ (w %FO,Exert As Malwn ,A 4W � ear.
<br />DLa, sal .RArwme aw.rF �xE'Aiu %npl AS xaaD
<br />,;� tot`• xk�wE:� W,L wLw . e„N,
<br />GFNEML NOTES: ��
<br />A wl,wa<mx m KF%xR<m a aDE.%I� n,w
<br />a 6emo. waalM, A:me„s swL x LLe°mNam ,x.N =
<br />a �WIw uPWLw s a swi`wd"Iwx' mE S'X°Exna we
<br />MI BEACH
<br />PARTMEM
<br />A BACKFLOW
<br />FOR
<br />Estates at Acqualina
<br />Sunny Isles, Florida Nor
<br />Owner:
<br />GSF Acquisition, LLC.
<br />A Delaware Limited Liability
<br />Company
<br />Development Office
<br />17780 Collins Avenue Sunny Isles, FL
<br />33160 Telephone 305933.8301
<br />Consultants:
<br />I Architect:
<br />Cohen Freedman Encinosa & Associates
<br />8085 NW 155 Street, Miami Lakes, FL
<br />33016 305.826.3999
<br />Planners and Landscape Architect:
<br />® 619E 91gXVO0DtLFNp,6U1E110
<br />1 R+OLVU6CVE Rtlwl\OWOI I.HA
<br />lA �
<br />. wloaiMeAROEnnnre . uawo®w . awpAClxaul
<br />Civil Engineer:
<br />THOMAS CHECCA, P. E.
<br />Environmental Consultant
<br />11568 NW 73rd Manor, Parkland, FL 33076
<br />Office: 954- 344 -666
<br />4
<br />Rev: Date: Description: By:
<br />1 08/13114 REVISED PER CITY'S COMMENTS REP
<br />2 0827/14 REVISED PER CITY'S COMMENTS REP
<br />3 09/02/14 UPDATED SITE PLAN REP
<br />4 03/03115 UPDATED SITE PLAN REP
<br />5 03/20115 UPDATED SITE
<br />PLAN REP
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS
<br />Date: 06/24I2014 Project #:140081
<br />Drawn By: REP Scale: AS SHOWN
<br />DWG. No.: 3014 -029 CAD #;140081 -Spa
<br />C EDSA, Ina
<br />Sheet Number:
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. RED. N0.24616 (CIVIL)
<br />/SEE NOTE 11 12' STABILIZED SUBGMDE. (Le.R. 40)� \- LIMEROCH BASE (L.B.R. 100)
<br />TOP SLAB COMPACTED TO 95%
<br />MI BEACH
<br />PARTMEM
<br />A BACKFLOW
<br />FOR
<br />Estates at Acqualina
<br />Sunny Isles, Florida Nor
<br />Owner:
<br />GSF Acquisition, LLC.
<br />A Delaware Limited Liability
<br />Company
<br />Development Office
<br />17780 Collins Avenue Sunny Isles, FL
<br />33160 Telephone 305933.8301
<br />Consultants:
<br />I Architect:
<br />Cohen Freedman Encinosa & Associates
<br />8085 NW 155 Street, Miami Lakes, FL
<br />33016 305.826.3999
<br />Planners and Landscape Architect:
<br />® 619E 91gXVO0DtLFNp,6U1E110
<br />1 R+OLVU6CVE Rtlwl\OWOI I.HA
<br />lA �
<br />. wloaiMeAROEnnnre . uawo®w . awpAClxaul
<br />Civil Engineer:
<br />THOMAS CHECCA, P. E.
<br />Environmental Consultant
<br />11568 NW 73rd Manor, Parkland, FL 33076
<br />Office: 954- 344 -666
<br />4
<br />Rev: Date: Description: By:
<br />1 08/13114 REVISED PER CITY'S COMMENTS REP
<br />2 0827/14 REVISED PER CITY'S COMMENTS REP
<br />3 09/02/14 UPDATED SITE PLAN REP
<br />4 03/03115 UPDATED SITE PLAN REP
<br />5 03/20115 UPDATED SITE
<br />PLAN REP
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS
<br />Date: 06/24I2014 Project #:140081
<br />Drawn By: REP Scale: AS SHOWN
<br />DWG. No.: 3014 -029 CAD #;140081 -Spa
<br />C EDSA, Ina
<br />Sheet Number:
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. RED. N0.24616 (CIVIL)
<br />/SEE NOTE 11 12' STABILIZED SUBGMDE. (Le.R. 40)� \- LIMEROCH BASE (L.B.R. 100)
<br />TOP SLAB COMPACTED TO 95%
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS
<br />Date: 06/24I2014 Project #:140081
<br />Drawn By: REP Scale: AS SHOWN
<br />DWG. No.: 3014 -029 CAD #;140081 -Spa
<br />C EDSA, Ina
<br />Sheet Number:
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. RED. N0.24616 (CIVIL)
<br />/SEE NOTE 11 12' STABILIZED SUBGMDE. (Le.R. 40)� \- LIMEROCH BASE (L.B.R. 100)
<br />TOP SLAB COMPACTED TO 95%
<br />Sheet Number:
<br />C -9
<br />THOMAS CHECCA P.E.
<br />FLA. RED. N0.24616 (CIVIL)
<br />/SEE NOTE 11 12' STABILIZED SUBGMDE. (Le.R. 40)� \- LIMEROCH BASE (L.B.R. 100)
<br />TOP SLAB COMPACTED TO 95%
<br />
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