|
<br />OWNER:
<br />
<br />CHATEAU
<br />
<br />CHA TEAU BEACH,
<br />
<br />LLC
<br />
<br />BEACH
<br />
<br />ENG I NEERS:
<br />
<br />V. S. N.
<br />CIVil
<br />
<br />ENG I NEER lNG,
<br />ENGINEERS
<br />
<br />INC.
<br />
<br />1000 E. HALLANOALE BEACH BLVD. B
<br />HALLANOALE BEACH. FLOR I DA 33009
<br />(786) 777-7280
<br />
<br />CONDOM I ~II UMS
<br />
<br />6550 W. FLAGLER STREET, SUITE 113
<br />MIAMI, FLORIOA 33144
<br />TEL (305) 551-6267
<br />FAX (305) 551-4542
<br />
<br />AVENUE
<br />
<br />liST OF DRAWINGS:
<br />
<br />STANDARD REQUIREMENTS
<br />WATER AND
<br />(PER GS o. 5 J
<br />
<br />17475
<br />
<br />COLL I ~IS
<br />
<br />C-tO WATER OISTlHBUTIDN SYSTEM COVER SHUT
<br />C-II SITE UTILITIES PUll
<br />C-12 HAIE>lOETAILS
<br />C-13 WATER PROFILES
<br />
<br />SEWER
<br />SHEET 1
<br />
<br />CONSTRUCTION
<br />OF 2
<br />
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<br />SUNNY
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<br />ISLES,
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<br />
<br />FLORIDA
<br />
<br />NOTES ON WATER-SEWER
<br />INSTAllATIONS
<br />
<br />WATER
<br />
<br />DISTRIBUTION
<br />
<br />SYSTEM
<br />
<br />~ HOAllO~Ul DIST
<br />IOFEHIDUTSIOE
<br />GRUHY ORPAESSV
<br />HORllO~T~L SEP~R~
<br />HpE SEWEIlS 011 fO
<br />SEHER PIPE I
<br />nIEAPlpE.
<br />CIlITEIlI~ CANN
<br />FACllITYCDNFllCI.SHll
<br />. IHE SEHEII PIPES ~IIE
<br />THE H~HIl PIPE AND
<br />~, THE SEHEIl IS EHCASED
<br />CONCRETE
<br />C, THE TOP OF T~E SEWER I S AT LEASt 18 IHCHES BELOH THE
<br />BOTTOH OF T~E HUER PIPE
<br />AoEIITIUL DISTANC
<br />CtVISIOEISHlllBE
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<br />ST~ND~RD RrOUIR(M(NTS
<br />\'lATER AllD SEWU
<br />CONSTRUCTION
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<br />O.S
<br /><>wIld
<br />
<br />"AS-BU I L TS" REQU I REMENTS
<br />(PER G5 O. 5) SHEET 2 OF 2
<br />
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<br />LEGAL DESCRIPTION
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<br />":"", ,~-,. f:"'-,~1
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<br />
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<br />
<br />I~ INC~ES (OlITSIOE 'to
<br />T~E:E" ~~Y ~ATE~ A~D SEWER
<br />V C~OSSING VNDEIl M~1E~
<br />RATIO~ C~~ BE ~EDUCED
<br />011 FOR GR~VITY SE~ms
<br />MHER ~~,~
<br />THAT ~LL HATER M~ I H
<br />FEET FROH ALL JOINTS IN G~AVITY ANO
<br />TilE OISUHCE C~N ~ AECUCE!J TO 3
<br />SEWE~S, I<l<EN IH€ ASOoE SpEClflEO
<br />TE~I A C~N NOT aE HEf OUE: 10 AN
<br />FACILITY (O~FlICT. SMALLER SEPARATI~~S
<br />
<br />
<br />"
<br />G
<br />
<br />9'
<br />II [ r~g;~:;,rN
<br />
<br />
<br />'~'S3'l"5(1'
<br />i" 17 " """,,,",",,,
<br />I (;-~.
<br />I~.
<br />I
<br />
<br />I~ HIGHLY CUNGEST~O A~EAS ~HEllE EITHER WATEA OR ~H'E~
<br />fACIliTIES A~E EXTSTlNG ANO T~E SEPA~ATIUN REOUIRE:~E"TS
<br />CAN~UT BE ~El. SPECI~L CO~~IOE~HIOH ~AY aE GIVEN
<br />SUSJl'(T TO SUBMITTAL OF DOCU~ENUTION S~OWING THAT THE
<br />P~OPQSEO ~UE~NATIVE HILL ~ESl!I.T III All E<JUIYllEIIT lnEL
<br />OF ~ELIAallln ~ND PUBLIC HEALTH PIlOTECTIOW
<br />T~€ ~~'I~UH AlLOWAet.E EXFlLTRATION RATE OF GRAVln
<br />SANITARY SEWERS CONST~\JClEO IN A PUBLIC WEllFIHD
<br />~~g~Egr l~M~EMH~UE S~E~ I ~l t ~~gl R~~\~~~~ I ~~lIl1~5~uSE
<br />~ND TWEwn nOT G~UOIIS PE~ INCH Plp~ DIAIIETER PE~ HllE
<br />PER O~Y FOIl NO~-~ESIOENT IAl lANO USE
<br />FORC€H APUBLlCWELlFIElO
<br />PROTECT DUCTIL~ IRO~ 011
<br />~EINFOR E~ PIPE, FO~ DU~'ll~
<br />IRON PI OT BE G~ATE~ 'tHAH lfit
<br />~llOWABl lEAKAGE R A~~RICAN WATER IIORKS
<br />ASSOCIAIION SUNOAR 2 AT A TEST PRESSU~E
<br />!)flooPSL
<br />FOIIIIEI~FORCED CO~~~ET~ P~ESSlJRE SANITlR1 SEHEIl Fo~n
<br />~A1N HFILT~ATION ~ATE SIIAlL NOT 8E G~EATEIl IH~N ON€-
<br />IIAlf 11{~1 T~E ~lLOW~SlE UAKAG~ ~ATE SPECIFIEO IN ~WwA
<br />C600'B2 AT A TESTPRESSlJRE OF 100 PSI.
<br />THE CONTIlACTDR SII~lL VE~IFV NATURE. OEPTH., CII'II~CTER OF
<br />EX'STING UNOEIIGPOlJNO UTILITIES PRIOR TO STlIITOf
<br />CONSI~UCTION
<br />ALL O'tHER ptoEILlC 011 PRIVATE VTlllIY HCltlTI€S SH~Ll BE
<br />CONSTRUCTEO AT lEAST S FEET FMH ~NV II~IER ANO SEilER
<br />~'IN AS IlEASU~EO FROH TH€ CtVlSlOE BEll OF TilE HArER OF
<br />IHEUTllllVPIPE
<br />WHE" THE 5 FEET SEPARATION eETWEE~ PPOPOSEO AHD EXISTL~1l
<br />LINE IS NOT POSSIBLE THE CONI~ACIO~ SIIHllIANO OIG 011
<br />HPDS€ TH~ HATER ANO.SEwER PIPES BEFO~~ PROCEEOING WITH
<br />POWER EOUIPII€NT EXCAYATION.
<br />IN NO CASE SHAll ~ (oNlll~CIGR INSUll UlllITY PIPES.
<br />CONDUITS. CABLE. EIC. !N IHE SA~ TREHCNPARAlLEL AND
<br />~eOoE AN EXISIING WAT~1l OR SE~ER PIPES UCEPT HH~RE IHEY
<br />CROSS. ANY OEOIATION FROH NOTES 6. 1ANoeSHUlaE
<br />~PP~O~EO IN HRITING B' THE ~ESPONSIBl~ WATER ANO SEWE~
<br />UIILIY,
<br />10 A NON-RESETTAalE ELAPSE TIllE "EIEA SNAllBE INSTAlLEO AT
<br />EACHPUIIP TORECORO THE TOUlOPERlTlNG HOUIISOF THE
<br />STATION
<br />
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<br />
<br />C'"l""~'
<br />I ,~', 11
<br />
<br />M.pd.taCl201IGoogle.
<br />
<br />HRS NOTES:
<br />
<br />TH~ FOLLO~ING .RE REOUIRE~ENTS
<br />'"
<br />O.pacn.o' or H..,,"
<br />
<br />MAP
<br />
<br />W~IER WAIN HOA'ZO~IAL SEPARlTIO~S
<br />SEPARlTIO~S S~ALL B~ H[OSUPEO OUTSIOE !:OGE 10 OUISIDE EDGE BEI"H~ WAfER WAIHS
<br />AND. STORI! SE~EAS. Slom'HAIER FORCE WA'NS. GR AULAINEO WATERLINES. SHHl BE
<br />1 FEEl IIINI~U~
<br />BEtWEEN WilER HAINS A~O YACUUH TYP'E SENE:IlS PREFE~ABLY 10 FEEl AND AT LUST
<br />3FEEIH'HIMuH
<br />GHVllf OR PRESSIJllE SANIHRY SEWERS. W~SIEWlTE~ FORCE ~A'NS OR RECLl'.ED
<br />NATER P~H!:RA8LY 10 FEET '~D AT LEAS' 6 FEET ~lV eE ~~OllC€O TO 1 FEET W"EP~
<br />BOTTOW OF WATER NUN IS U LUST 6 INCHU oeovE 101' OF SE~~R.
<br />10 fEET TO ~NY PART OF ON-SITE SEHEA ""EAT~E~T DR DISPOSAL SYStEH
<br />IIUER W'IN OERTIC~L SEP'RUIONS
<br />SH~RATlOHS eEtWEEN WAT€~ HAINS ~W GR.oITY SEWEll, HCWW liP!: SEWEll, O~ SIORM
<br />5,"ERS, '0 BE P~EHRABLV 12 INCliES. OR AT lUST 5 IHeNES Aaol'(, OR AT LEASI U
<br />IHCHESIFSELOII..
<br />PRESSUIlE SAHHlRT SEHER. W'STEWAT€1I1}1! STORH WllE~ FOR(:( WAIN. OR RHUIWEO
<br />W01ER.ATlEASlI21HCHEs.eOvEOIIBELOM,.
<br />. NOI~ ([NTEA I-fULL LENGHT 01' WUE~ .AIN PIPE H
<br />CROSSINGS; ALT!:RNlTl VELY OJ\R~NGE PIPES SO
<br />.lOINIS OIlE AT lUST 3FHTFIIOH.lOINIS IN
<br />OACLl\JW. STORH OR STOR~ FORCE IIAINS, AT lEASI
<br />6 fEET FROM J01~'S IW GRnlH OR PRESSURE
<br />SEWERS. "ASTEW~lER FORCE W~INS OR RCCULHtO
<br />~UE~
<br />
<br />1~E: NORlH 100 FEET OF lOI 1 D TA'UHS OCElli PlRK caHP~NY. S 5~eDIVI5tOIl,
<br />lYING ElST OF THE ElSTEII~V !lIGHT-OF-WlY OF STUE ~iJ~O AlA. lCCOR01NG
<br />TO THE PUT I"E~EOF ~S RECOFUl!:O IN PLAT BOO~ 10. AT PAGE 64, OF IHE
<br />PUBLIC ~ECOPDS OF H.IAHI_OADE COVNTY. FlOIIIO.
<br />
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<br />0.5
<br />$1<112..2
<br />
<br />.~S BUILT" REOUIR(I.\WT5
<br />
<br />RODOlFO J. VAIlG~S
<br />P~ . 35648
<br />
<br />CEI:nIFlcnE OF AUIH '5529
<br />dated: Jan\Jary'olli! 2012
<br />cad ref: 11032-20
<br />
<br />C-10
<br />
|