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GENERAL NOTES NOTES TO CONTRACTOR REGARDlNG PERMlTS AND INSPECTION GENERAL 1° PERMIT REQUIRED FROII CITY OF NE\IPORT BEACH PUBLIC IIORKS DEPARTMENT FDR ALL IIDRK REQUIRED ll!TH!N THE PUBLIC RIGHT OF IIAr. Ii] Al.L IIDRK SHALL BE IJf ACCOROAIICE 111TH THE GRADING CODE OF THE CITY OF NE\IPDRT BEACH, THE RECDM!IIDATIDNS OF THE PROJECT SOILS REPORT ANO ANY SPECIAL REQU!REMEIITS OF THE PERMIT. 2° THE !tlSTALLATIOtl OF THE 10" LOOPED IIATER LINE FROM VON KARMAN AVENUE TO BIRCH STREET, FIRE E DUST SHALL BE COIITROLLED er IIATERING AND/DR DUST PALLIATIVE. HYDRANT ASSEll3LIES, FIRE SERVICE L!tlES TD THE BLIHD FLANGE SIDE OF THE DETECTOR CHECK SAIIITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE COHSTRUCTION PERIOD. ASSE113LIES, AHD DOMESTIC SERVICE LlttES TO THE BUILDIHG SIDE OF THE IIATER METERS REQUIRE 4 IIDRK HOURS SHALL BE LIMITED TD 7•00 A.ti. TO 6•JO P.M. MOHDAY THROUGH FR]PAJ• 8•00 A•M• PERMIT AIID IIISPECTION FROM THE !RVlttE RAIICH IIATER DISTRICT• SEE IRIID IIATER NOTES HEREON. TO 6•00 P,M. SATURDAYS• AND 10•00 A.11. TD 6•00 P0 M0 SUtlDAYS AHP HOLJDAIS0 11) THE COHTRACTOR SHALL COHTRDl NOISE, EXCAVATION, DELIVERY AIID REMOVAL ITEMS 111 J, THE !NSTALLATlott OF THE DOMESTIC IIATER L!tlES FROM THE METERS TO THE BU!LDIHG COHtlECTIOHS, THE ACCORDAIICE 111TH THE CITY MUNICIPAL CODE, CHAPTER 10.28. SEIIER LlttES FROM THE RIGHT OF IIAY LINE TO THE BUILDlttG COIUIECTIOIIS, AIID THE STORII DRA!tl LIIIES Ii] THE STAMPED SET DF APPROVED PLANS SHALL BE OH THE JOB SITE AT ALL TIMES. FROM THE RIGHT OF IIAY TO THE BU!LD!tlG cormECTIOIIS DR TERIIIHATIOII PDIHTS ARE PRIVATE FACILITIES ~ THE PERM! TTEE AIID THE CONTRACTOR ARE RESPONSIBLE FOR LOCATIOII AIID PROTECTIOII OF ALL AIID REQUIRE PERMIT AIID lttSPECTION FROM THE CITY OF NEIIPORT BEACH PLUrt3111G DEPARTMWT • IIISTALLATIOH • I ,---- [j -------------J·---'="-,oT-!l;IHEST•===::--:=:~-;::::-:=:::-:~=-:-:~;:;;:~c;:;~:--;:~;;;;;;;:;;c-;;;=c-;;;:-;=;;c-=-;c;;==c-------~A~ll~D.,"B;ACKFILL TD OIIE FOOT ABOVE THE TOP OF PIPE OF THE ABOVE MEIITIOtlED UTILITIES SHALL BE PER THE i] APPROVED TEIIPORARY DRAINAGE PROVISIONS AIID PROTECTIVE MEASURES MUST BE USED TO PROTECT 19/9 EDITtON-OMHE-Ull!FORH-PtlJM31NG~ODE.--AL!...JRENCH-8ACKFILL~A!lDVE-THE-O!IE...FODT-LE'lELAB1~=.=:;;---------~--------/. ADJOlttlNG PROPERTIES DURING THE GRADIHG OPERATIOII• THE TOP OF PIPES SHALL BE COMl'ACTED THROUGHOUT TD A IIIIIIIIUII OF 90% RELATIVE CDMl'ACT!Dtl AIID APPROVED ~ .-RIYJ E.t. ! 9. EXISTING CESSPOOLS AIID SEPTIC TANKS SHALL BE ABAIIDOIIED 111 COMPLIAIICE 111TH THE UIIIFORM BY THE SOILS EIIGIIIEER° COIITACT JOHii LAMl'ltlG OF CITY OF IIEIIPDRT BEACH PLUrt3111G DEPARTMEllT FOR [ill [ill [ill PLUMBIHG CODE AND APPROVED BY THE BUILDlttG OFFICIAL. IHSPECTION T\10 IIORK!tlG DAYS BEFORE START OF IIDRK AT C714l 640•2161 • IIHEN IIIPDRT OR EXPORT OF MATERIALS IS REQUIRED. HAUL ROUTES TD AIID FROM THE SITE SHALL BE APPROVED BY THE CITY TRAFFIC ENG!HEER AIID HAULING PROCEDURES SHALL BE 111 ACCORDAIICE 4° THE 6" FIRE SERVICE LIIIES FROM THE BLIIID FLAIIGE SIDE OF THE DETECTOR CHECKS TO THE BUILDIHG 111TH THE-TRAHSPORTATIOU-oF MATERIALS-SECTIO" c~ THE CITY GRADING CODE-COIIUECTIOIIS REQUIRE PERMIT AIID IIISPECTIOII FROII THE Cl TY OF NEWPORT BEACH FIRE DEPARTMEIIT • CotlTACT PDSITI.VE DRAIIIAGE SHALL BE MAIIITAIIIED AIIAY FROM ALL BUILDIIIG AIID SLOPE AREAS. IIISPECTOR JIii UPTON OF THE CITY OF IIEIIPORT BEACH FIRE DEPARTKEHT FDR IHSPECTIOtl mo WORKHIG DAYS FAILURE TO REQUEST IIISPECT!DIIS AIID/OR HAVE REMOVABLE EROSIOII COIITROL DEVICES Oll·SITE BEFORE START OF IIDRK AT 17141 64403606° , • AT THE APPROPRIATE TIMES SHALL RESULT Ill FORFEITURE OF THE CDIISTRUCTIDII SITE CLEAIIUP DEPOSIT. 5° THE BACKFLOII PREVEIITIDII DEVICES 011 THE DOMESTIC SERVICE LIIIES ARE SUBJECT TD IIISPECTIDII FROII IRIID <. .,!; •• , IITI THE 10• \IATER MAIII SHALL HAVE A HIIIIIIUII COVER OF 42" (TOP OF PIPE TO FIIIISHED STREET Ill ADDITIOII TO THE CITY OF IIEIIPDRT BEACH. SEE !RIID WATER IIOTES Ill REGARD TD CALLIIIG FOR IIISPECTIOll 0 SURF ACE) Ill ALL AREAS EXCEPT 011 Bl RCH STREET & VOii KARIIAII AVEIIUE. CHIiii IIUII COVER OF 48") . EROSION CONTROL [i] TEl1?0RARY EROSIOII CONTROL PLANS ARE REQUIRED FROII OCTOBER 15 TO MAY 15. ~ BETIIEEII OCTOBER 15 AIID MAY 15. ERDS!D11 CONTROL MEASURES SHALL BE 111 PLACE AT THE EIID OF EACH IIORKIIIG DAY WHENEVER THE FIVE·DAY PROBABILITY OF RAUi EXCEEDS JO%. DURltlG THE REMAIIIDER OF THE YEAR, THEY SHALL BE Ill PLACE AT THE EIID OF THE WORKIIIG DAY WHEIIEVER THE DAILY RAIIIFALL PROBABILITY EXCEEDS 50%. l!J LAIIDSCAPIIIG PLAIIS SHALL BE SUBMITTED FOR APPROVAL. IIORK COMPLETED AIID A CERTIFICATE OF CDIIFORIIAIICE RECEIVED BY THE CITY GRADIIIG EJIGIIIEER PRIOR TO CLOSURE OF PERMIT, UIILESS A WAIVER OF THIS REQUIREMENT HAS BEEN OBTAIIIED FROH THE CITY GRADIIIG EIIGIIIEER. [l TE11?0RARY DESILTIIIG BASIIIS, IIHEN REQUIRED, SHALL BE IIISTALLED AIID MAIIITAIIIED FOR THE DURATIOII OF THE PROJECT. R£CUIRED INSPECTIONS• Ii] A PRE-GRADIIIG MEETIIIG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF· GRADIIIG 111TH THE FOLLOIIIIIG PEOPLE PRESEIIT• OWIIER. GRADIIIG COIITRACTOR. DESIGII CIVIL EIIGIIIEER, SOILS ENGIIIEER. GEOLOGIST• CITY GRADltlG EIIGIIIEER OR THEIR REPRESENTATIVES. REQUIRED FIELD IIISPECTIOtlS IIILL BE OUTL!IIED AT THE MEETIIIG0 [l A PRE·PAVIIIG MEETIIIG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUBGRADE PREPARATIOII FOR THE PAVIIIG 111TH THE FDLLDIIIIIG PEOPLE PRESENT• OIIIIER. PAVIIIG COIITRACTOR, DES!GII CIVIL EIIGIIIEER, SOILS EIIGIIIEER, CITY GRADIIIG EIIGIIIEER OR THEIR REPRESEIITATIVES. REQUIRED FIELD ltlSPECTIOtlS \l!LL BE OUTLIIIED AT THE MEETING. GRADING FILLS/CUTS• Ii] CUT SLOPES SHALL BE 110 STEEPER THAii 2 HORIZOIITAL TO 1 VERTICAL. ~ FILL SLOPES SHALL BE 110 STEEPER THAii 2 HOR!ZOIITAL TO 1 VERTICAL AtlD SHALL HAVE IIDT LESS THAii 90% RELATIVE C011?ACTIOII our TO THE Fltl!SHED SURFACE. [l FILLS SHALL BE. COM?ACTED THROUGHOUT TO A llltllMUII OF 90% RELATIVE COM?ACTIOII AS DETER· IIIIIED er ASTII TEST METHOD 1557, AllD APPROVED BY THE SOILS EIIGIIIEER-COMl'ACTIOtl TESTS ~~~ii~~ ~~R~~~~~ ~~p~~~l~~~~[LE~~~A~T~~~TEi~o~~Rl~~t1iE~E}gHiH~11~1~r ~~~~!EIIT [l AREAS TO RECEIVE FILL SHAU. BE CLEARED OF ALL VEGETATION AtlD DEfl!US. SCARIFIED AIID APPROVED BY THE SOILS EUGIHEER PRIOR TO PLACIIIG OF THE F!LL 0 I§] FILLS SHALL BE KEYED OR SEIICHED UITO COMl'ETEIIT MATERIAL. jg ALL EXISTIIIG FILLS SHALL BE APPROVED BY THE SOILS EIIGIIIEER DR REMOVell BEFORE AIIY ADDITIOIIAL FILLS ARE ADDED. • 7. a. 9. [ill Im 13° 14. , s. [ill [ill O]] AIIY EX!STIIIG IRRIGATION LINES AIID C!STERHS SHALL BE REMOVED, OR CRUSHED Ill PLACE AIID BACKFILLED, AIID APPROVED BY THE SOILS EIIG!IIEER. THE EIIGIIIEERIIIG GEOLOGIST AIID SOILS EIIG!tlEER SHALL. AFTER CLEARIIIG AIID PRIOR TO THE PLACEl'll::IIT OF FILL Ill CAIIYOllS. IIISPECT EACH CAIIYOII FDR AREAS OF ADVERSE STABILITY At!D DETERllltlE THE PRESEIICE OF. OR POSSIBILITY OF FUTURE ACCUMULATIDll OF, SUB-SURFACE WATER OR SPRIIIG FLO\I. IF IIEEDED, DRAIIIS WILL BE DESIGIIED AIID COtlSTRUCTED PRIOR TO THE PLACEl'll::IIT OF FILL Ill EACH RESPECTIVE CAtlYDll• THE EXACT LOCATIO:I OF THE SUBDRAltlS SHALL BE SURVEYED Ill THE FIELD FOR LIIIE AIID GRADE. ALL TREIICH BACKFILLS SHALL BE COM?ACTED THROUGHOUT TD A HIIIIMUII OF 90% RELATIVE COM?ACTIOII. AIID APPROVED BY THE SOILS EIIGIIIEER. THE STOCKPILIIIG OF EXCESS MATERIAL SHALL SE APPROVED BY THE CITY GRADIIIG EIIGIIIEER. . LAIIDSCAPIIIG OF ALL SLOPES AIID PADS SHALL BE Ill ACCDRDAIICE WITH THE CITY GRADIHG CODE AIID ORDIHAIICE HO. 1831. ALL CUT SLOPES SHALL BE IHVESTIGATED BOTH DUR!IIG At!D AFTER GRAD!IIG BT All EIIGWEERIIIG GEOLOGIST TO DETERIIIIIE IF AIIY STABILITY PROBLEM EXISTS. SHOULD EXCAVATIOII DISCLOSE AIIY GEOLOGICAL HAZARDS OR POTEIITIAL GEOLOGICAL HAZARDS. THE EIIGIIIEERIIIG GEOLOGIST SHALL RECOIW:IID IIECESSARY TREATMENT TO THE Cl TY GRADIIIG EIIGIIIEER FOR APPROVAL. IIHERE SUPPORT DR BUTTRESSIIIG OF CUT AIID NATURAL SLOPES IS DETERIIIIIED TO BE NECESSARY er THE EIIGIIIEER!IIG GEOLOGIST AND SOILS ENGINEER, THE SOILS ENG!IIEER WILL SUBMIT DESIGN, LOCATIDII AIID CALCULATIOIIS TO THE CITY GRADIIIG ENGIIIEER PRIOR TO COIISTRUCTJQII. THE EIIGIIIEER!tlG GEOLOGIST AUD SOILS EIIGIIIEER SHALL IIISPECT AIID TEST THE COIISTRUCTIO:I OF All BUTTRESS FILLS, AtlD ATTEST TO THE STABILITY OF THE SLOPE AtlD ADJACEIIT STRUCTURES UPOII COM?LETIOII. IIHEII CUT PADS ARE BROUGHT TO IIEAR GRADE, THE EIIG!tlEERIIIG GEOLOGIST SHALL DETERIIIHE IF THE BEDROCK IS EXTEIIS!VELY FRACTURED OR FAULTED AIID IIILL READILY TRAIISHIT IIATER. IF co:,s!DERED IIECESSARY BY THE EIIGIIIEERIIIG GEOLOGIST At!D SOILS EIIGIIIEER. A COM?ACTED FILL BLAIIKET IIILL BE PLACED, THE EIIGIIIEERIIIG GEOLOGIST SHALL PERFORM PERIODIC IIISPECTIOII DURIIIG GRAD!IIG. IIOTIFICATIOII OF IIOll·COM?l!AIICE• IF, 1H THE COURSE OF FULF!LLIIIG THEIR RESPOIIS!BILITY, THE CIVIL EIIGIIIEER. THE SOILS EHGIIIEER, THE EIIGIIIEERIHG GEOLOGIST OR THE TESTIIIG AGEllCY FlllDS THAT IIORK IS IIOT BEIHG DDIIE Ill CDNFDRIIAIICE IIJTH THE APPROVED GRADIHG PLAIIS. THE DISCREPAIICIES SHALL eE REPORTED IHMEDIATELY Ill IIRITIIIG TO THE PERSOII 111 CHARGE OF THE GRADIIIG IIDRK At!D TO THE CITY GRADIIIG EIIGIIIEER. RECOIW:IIDATIOIIS FOR CORRECTIVE K!ASURES. IF tlECESSARY. SHALL BE SUBMITTED TO THE CITY GRADIIIG EllGltlEER FOR APPROVAL. THE DEPTH OF OVER·EXCAVAT!liH AIID REPLACEMEIIT 111TH GRAtlULAR MATERIAL !ti SLAB AREAS UIIDERLAIII 111TH EXPAIISIVE SOILS SHALL BE ESTABLISHED IIHEH THE ROUGH SUBGRADE IS REACHED AIID SHALL BE AS RECOIW:IIDED BY THE SOIL COIISULTAIIT. DOCUMEIH A Tl Otl • ll] All AS-BUILT GRADIIIG Pl.All PREPARED er THE CIVIL EIIGIIIEER• IIICLUDltlG OR!GlllAL GROUIID SURFACE ELEVATIDIIS, AS-GRADED GRDUIID SURFACE ELEVATIOUS. LDT DRAIIIAGE PATTERIIS AIID LDCATIOIIS, AIID ELEVATIOIIS OF ALL SURFACE At!D SUB-SURFACE DRAIIIAGE FACILITIES. HE SHALL PROVIDE IIRI TTEII APPROVAL THAT THE WORK IIAS DDIIE Ill ACCDRDAIICE 111TH THE FIIIAL APPROVED GRADIHG PLAII. AtlD STATE THE IIU113ER OF YARDS OF CUT AIID/OR FILL MOVED DURIIIG THE OPERATIOII. @:J A SOILS GRADIIIG REPORT PREPARED BY THE SOILS EIIGIIIEER1 IIICLUDIHG LOCATIDtlS AtlD ELEVATIOIIS OF FIELD DEIISITY TESTS, SUHlWllES OF FIELD AtlD LABORATORY RESULTS AIID OTHER SUBSTAIITIATIIIG DATA. At!D COM!IITS Otl AIIY CHAIIGES IIADE DURIIIG GRADIIIG AIID THEIR EFFECT OIi THE RECOM!IIDA· TIOIIS HADE' Ill THE SOILS EIIGIIIEERIIIG IIIVESTIGATIDII REPORT. HE SHALL PROVIDE WRITTEII APPROVAL AS TO THE ADEQUACY OF THE SITE FOR ltlTEIIDED USE. 3° A GEOLOGIC GRADIIIG REPORT PREPARED BY THE EIIGIIIEER!IIG GEOLOGIST• IIICLUDIIIG A FlttAL DESCRIPTIOII OF THE GEOLOGY OF THE SITE, lt!CLUDIIIG AIIY IIEW lt!FORMATIOH DISCLOSED DURIIIG THE GRAD!IIG. AIID THE EFFECT OF SAME 011 RECOM!IIDATIOIIS IIICORPORATED Ill THE APPROVED GRADIIIG PLAll 0 HE SHALL PROVIDE IIR!TTEII APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE ltlTEIIDED USE AS AFFECTED BY GEOLOGIC FACTORS. BOX IIIDICATES GRADIIIG IIDTES IIH!CH APPLY TD THIS PARTICULAR PERIIIT FROII THIS LIST OF ST AIIDARD Cl TY GRADIIIG IIOTES. BASIS OF BEARINGS THE BEARIIIGS HEREOII ARE BASED OH THE CEIITERL!IIE OF BIRCH STREET BElllG II 48°21 "J4" II PER TRACT 7953 ll•II• 310/7•11, RECORDS OF ORAIIGE COUNTY• CALIFDRll!A. BENCH MARK RETAINING WALL NOTES 1. THE SOILS EIIG!tlEER SHALL COtlFIRM THE DESIGN EQU!VALEIIT FLUID PRESSURE IIHEII RETA!IIIIIG IIALL EXCAVATIOIIS ARE CDM?LETED, PRIOR TO REIIIFORCEK!IIT PLACEMEIIT. 2° ALL RETAIIIIIIG IIALLS SHALL HAVE A HYDROSTATIC RELEASE DRA!tl SYSTEM. P~ING NOTES 1. ~\f~.~AVIIIG KEETIHG SHALL BE REQUIRED AT THE SITE PRIOR TO THE COMXEIICEK!IIT OF AIIY PAVip WDR!~!H THE FOLLOWIIIG PEOPLE PRESEIIT• 0\/IIER. PAVIIIG COIITRACTOR. DES!GII CIVIL EIIGIII i. SO!L~_Si!:IIIEER. BUILDIIIG OFFICIAL OR THEIR REPRESEIITATIVES. 2° ALL TREl•~BACKFILLS SHALL DE COMl'ACTED THROUGHOUT TD A ll!tlltlUII OF 90% RELATIVE C ACT!OII, J. THE PERHITT OR HIS AGEIIT SHALL IIDTIFY THE BU!LDIIIG OFFICIAL IIHEtl THE PAVIIIG • ?ERAT!OII IS AIID APPRO\"Cl~Y THE SOILS EIIGIIIEER PRIOR TO SUDGRADE PREPARATIDII• READY FOR EAC F THE FDLLOIIIHG IIJSPECT!OtlS• A• !!IIT!AL IIISf'""1'IDll. IIHEII THE PERIIITTEE IS READY TO BEG!tl \IORK. BUT I' LESS THAii T\10 DAYS DEFORE Atm.,GRADIIIG COIW:IICES. e. SUBGRADE IIISPEC i!..· AFTER THE SOIL SURFACE HAS BEEII COMl'ACTED. -sTED. LIIIE AIID GRADE ESTABLISHED. BUT P"'lDR TO AGGREGATE BASE PLACEl!WT. c. AGGREGATE DASE IIISP Dtl. AFTER THE AGGREGATE BASE HAS BEE! COMl'ACTED. TESTED, LIIIE AIID GRADE ESTABLISHED, UT PRIOR TO ASPHALT COIICRETE PLAC ti!. D-FIIIAL IIISPECTIO:I. AFTER ECEIPT OF LIIIE AIID GRADE CERT CATIOII er THE DESIGII CIVIL EIIGIIIEER AIID REPORT BY THE >-,OILS EIIGIIIEER. 4° THE SOILS EIIGIIIEER SHALL SUDIIIT "'t PROJECT'S STRUCTURA ECTIOII RECOKXEIIDATIOII CS) TO THE BUILDIIIG OFFICIAL. BASED 011 THE Fl ~L 'R' VALUECS~Atl RAFFIC IIIDEXCES>, FOR APPROVAL PRIOR TO ESTABLISHMEHT OF FIIIAL SUSGl~OE ELEVAT!OII 5° SUDGRADE SHALL BE COMl'ACTED TO A Mltlltlo~OF 9~% · ATIVE COMl'ACT!O:I. AtlD UllY!ELDIIIG PRIOR TO PLACEMEIIT OF AGGREGATE BASE• APPROV~~.sl_TH" 'olLS EIIGIIIEER, AIID THE DESIGII CIVIL EIIGIIIEER. 6. AGGREGATE BASE SHALL CO:IFORH TD PROVISIOIIS '<I CLASS 2 BASE AS STATED Ill THE CURREii! EDIT!Oll OF THE STAIIDARD SPEC!F!CAT!OII. STATE OF C I ~"lfl!A DIVIS!D:I OF HIGHIIAYS. 7. AGGREGATE BASE PLACEll!IIT SHALL BE APPROV •• BY ~ SOILS EIIGIIIEER PERT!!IEIIT TO COMl'ACTIO:I, IIIIIIIIUH DF 95% RELATIVE COM?ACTIO:I, All CO:lFORIIAI;--TO DESIGII THICKIIESSCESl PRIOR TO PLACEll!IIT OF ASPHALT CO:ICRETE. D. A PRIME COAT SHALL DE REQUIRED PR , TD PLACEl'll::IIT OF ~HALT co:ICRETE-THE SURFACE OF THE UIITREATED AGGREGATE BASE SH~LL COATED 111TH 0.25 GAL • OF SC·70 OR SC•250 LIQUID ASPHALT. o. TACK COAT AtlD ASPHALT COIICRET SHALL COIIFORII TO PROVIS!O:,:~S STATED Ill THE CURREii! EDITIDII OF THE STAIIDARD SPEC!FICATI • CCALTRAIISl TYPE Do 1/2" MAXIN II K!DIUH. 10. PLACEKEIIT OF ASPHALT cor1c'1.TE SHALL BE WSPECTED AIID APPROVED>.tY EITHER A REPRESEIITATIVE OF THE SOILS EIIGIIIE~R i;fA QUALIFIED PAVEK!IIT IIISPECTIO:I SPECIA~ ST• RELEVAIIT TO EQU!PltWT USED. TEMl'ERATURE OF •<lADS. AIID DEPTH OF DEIISIFIED ASPHALT CO:ICRE'i'.; • 11 • A FOG SEAL EMULSIO' 'HALL DE REQUIRED AIID THE COAT SHALL co:tFORH T~'\'.IIE PROVISIOIIS AS STATED Ill THE ST 1DARD SPECIFICATIO:I FOR PUOLIC IIDRKS CO:ISTRUCTI0:1. ""' 12° STR!PIIIG SHAL OllFORH TO PROVIS!O:lS AS STATED Ill THE CUR!i'EHT EDIT!O:I O STAIIDARD SPECIFICATIO' FOR PUBLIC IIDRKS CO:ISTRUCTIQtl. 13. THE SUIL~rr,'; OFFICIAL WILL GIVE A FIIIAL RELEASE IIHEII THE FOLLO\IIIIG HAS DEEi A. DE~~, CIVIL EIIGIIIEER'S CERTIF!CATIO:l OF LIIIE AIID GRADE. e. so S EIIGIIIEER'S REPORT. ILDIHG OFFICIAL "S FIELD IIISPECTIOII CIF IIECESSARY. THE PAVE~IIT SHALL DE \IA 0 VERIFY PROPER DRAIIIAGEl. 14° URE TO REQUEST !IISPECTIO:tS AT THE APPROPRIATE !!KE ll!LL RESULT Ill FORFEITURE Df ffiE COIISTRUCTIOII SITE CLEAtlUP DEPOSIT. IRWD WATER NOTES 1 • 3. 4. s. 7. s. o. 1 Q. 1 1 • 12. 13. THE IIATER SYSTEM IS TD BE IIISTALLED BY THE DEVELOPER. ALL IIATER SYSTEM \IORK SHALL COIIFORH TO THE DISTRICT'S "STAIIDARD SPECIFICAT!OtJS FOR THE CO:ISTRUCTIO:I OF IIATER, SEIIER. AIID RECLAIK!D IIATER FACILITIES •• AS LAST REVISED er THE IRVIIIE RAUCH IIATER DISTRICT. THE DISTRICT EIIGIIIEERIIIG OFFICE SHALL BE CALLED FOR IIISPECTIDII mo IIORKIIIG DAYS DEFORE START OF IIDRK AT C714) BJJ-122J. A PRE-COIISTRUCTIOII COIIFEREIICE OF REPRESEIITATIVES FROM AFFECTED AGEllCIES AtlD THE CO:ITRACTOR SHALL BE HELD 011 THE JOB SITE 24 HOURS PRIOR TO START OF IIORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S EIIGlll~ER 111TH IIIIIIIIUH SO·FDOT STATIOIIS IF THERE ARE HDT AIIY EX!STIHG CURBS. AIIY IIATER SERVICE FDU:ID TO BE IIITHIII A DRIVEWAY OR S!DEIIALK SHALL BE REMOVED COMl'LETELY AIID REIHSTALLED AT THE PROPER LOCATIO:I. AT 110 COST TO THE DISTRICT. ALL MA!ll LlllE VALVES SHALL BE MAltHAll1EO SO AS TD BE ACCESSIBLE DURIIIG SITE DEVELDPK!IIT. AIID ALL VALVE STEM TOPS HAVIIIG OVER 48 IIICHES OF COVER IIILL REQUIRE All EXTEIIS!Otl AS PER DRAIIIIIG 11·4• Ill RESIDEIIT!AL STREETS. THE TOP OF THE PIPE 10 IIICHES AtlD SMALLER SHALL DE A MltlltlUII OF 42 IIICHES BELOII THE Fltl!SHED STREET SURFACE AtlD 40 IIICHES BELDII FIIIISHED STREET SURFACE 0:1 ALL PRIIIARY AtlD SECD:IDARY STREETS. ALL FIRE HYDRAIITS SHALL DE SET WITH THE BOTTOM·FLAIIGE 4 IIICHES ABOVE THE co:lCRETE PAD OR SIDEWALK IIITHOUT THE USE OF SPOOLS. ' ALL WATER MAIIIS SHALL BE CLASS 150. ACP. U:ILESS DTHERIIISE ~IDTED• 110 TAPS OR OTHER CDIIIJECTIOllS SHALL DE IIADE TO EXISTIIIG DISTRICT IIATER MAIIIS PRIOR TO COIIDUCTIIIG All APPROVED PRESSURE TEST o:J THE tlEII IIATER DISTR!BUT!OII SYSTEM. TAPPIIIG SLEEVES SHALL BE PRESSURE TESTED Ill All APPROVED IIAIIIIER 111 THE FIELD 111 THE PRESEIICE OF THE DISTRICT IIISPECTOR. PRIOR TO TAPPIIIG THE IIAll1 LIIJE0 TAPPltlG OF THE 11Altl LIIIE SHALL llOT PROCEED UIILESS A DISTRICT Ill SPECTOR IS PRESEUT. IIHERE METERS AIID METER BOXES ARE LOCATED IIITHIII SLOPES, THE AIIGLE METER STOPS SHALL DE SO LOCATED THAT THE K!TERS AIID BOXES IIILL DE PARALLEL AIID FLUSH. RESPECTIVELY. 111TH THE Fltl!SH SURFACE. 110 METER IS TO BE PLACED IIITHIH AIIY SIDEIIALK OR DRIVEWAY AREA. THE COtlTRACTOR SHALL CHISEL A "II" OIi CURB FACE FDR VALVES AIID SERVICES. flEttPORT BEACH FIRE DEPT. flOTES 1. ALL FIRE UNDERGROUNDS HUST HAVE 36" HIN, COVER t:HERE SUBJECT TO TRAFFIC 30" EL$EWHERE. CITY t1r NEl'IPORT. r.JFACH FIRE MAR.fl/AL Al'l'RtJYE.tJ rtJ£ FIRE /IY/JRA/IT LCCIT/tJ,ll.f d. RRE .fERYlt'E L4TERALJ tJ,l/L Y, -Af'/'R<JY!'O ' ,.,.::. ~ HIC AJ>~l Of SE\'JER FAOt.-1-n-zB ~'11: """RVlSW ·GY• AV'w\"E RANCH APPROVAL r ~DSY, SUPERVISED 8Y1 REVIEflED SY: VICINITY MAP ESTIMATE OF EARTHWORK QUANTITIES EXCAVATIO:I EIOAllKK!IIT EXPORT ALL EXCESS EARTH SHALL DE DISPOSED OF AT A COUIITY DU!v' DR OTHER SITE SUBJECT TO THE APPROVAL OF THE GRADIIIG IIISPECTOR. LEGEND @ f-1.-J ,1 ·--·t''if Ir-IV. T.C. F.L. F.G. C.f. E.P . a.o. H.P. ---(4-- P.A. DUILDIHG COLU~I LIIIE DESIGIIAT!Dtl EXIST. PAVEll!IIT REllOVAL p.c.c. PAVEN:IIT ASPHALT co:1cnETE PAVEKEIIT INVERf TOP Of CU,lD FLOII LIIIE Flll!SH SU:IFACE CURD FACE EDGE Of PAVEll!IIT GRADE DREM HIGH POIIIT EXlST O co:JTOUil PLAIITER AREA .,.,..,(11~(:"J Dlll'II P2 ;z 01 RETAIIIUIG IIALL !SEE ARCH. PLAll·SEPARATE PERHIT REQUIRED) IIEII A.C. OVERLAY C.tl ,II,/(. T.6. --@fr---R~R- INDEX TO SHEET 110. c-1 c-2 C-3 C·4 C·S C·G llOTE• ClE,IQtJt/T Af.11/Ht'II' 7V' OF 6FIAT£ tJ/-<ltJTEf ,fl?#5h' &R4.tJE C4<1TtJ#R R//JGI' Ll//1' /J;IYL!5HT Lt/IE SHEETS TITLE TITLE SHEET TYPICAL 5/'CT/tWS 4 dETAIL5 NtJT A ,R4RT tJ/ T.11/J" /L,4,</ fET #t?T A FART tJr T/1/5 .PL,t;/ 5ET <W-f/TE J"EIYE.e, 1111TL'R 4,VO .!"TtJRV PR4U l'LM/ tl/1-.l"/TE .!"EWL',<; IVATE.l' ,WP fTd.i',lf .tJR,f,W FLA// • ALL EX!ST!IIG TREES TO BE PROTECTED 111 •PLACE OR RELOCATED AT THE DIRECTIOII OF THE LAtlDSCAPE ARCHITECT. SEPARATE PERIIIT REQUIRED FDR RETA!tl!IIG IIALLS. POOL SPA. GARDEII IIALL. s: -i:. CONSTRUCTION NOTES & ESTIMATED QUANTITIES lTEM 110. ITEM AMOUNT UNIT STORM DRAIU CD INSTALL 24" R.C.P. (2000 0) OR 24" A.C.P. (3000 0) LF 85 !JISTALL 21" R. C. P. (2000 D) OR 21 II A.C.P. (30D0 D INSTALL 18" R. C. P. (2000 D) OR 18" A.C.P. (300D D) !JI LF ,f~!J LF © iNSTALL 15" A.C.P. (300D D) LF © INSTALL 12• P.V.C. (SCH. 40) OR 12" A.8.S. (SCH. 40) OR 12" A.C.P. (30D0D) '34-LF © INSTALL 1D" P.V.C, (SCH. 40) OR 10" A.B.S. (SCH. 40) ---OR-lO"--J\-cC-ci>-c--t~ODD-D- ~ 1-4-1 0 ~-@ @ 12 13 14 § § 33 34 @ @ @ @ @) @ @ 42 @ 8 3 48 49 @ I§ ® !JISTALL 8" P.V.C. ( SCH. 40) OR 8" A.B.S. (SCH. 40) >!>t1-LF !JISTALL 6" P.v.c. (SCH. 40) OR 6" A.B.S. (SCH. 40) 'U,; LF INSTALL 4" P.V.C. (SCH. 40) OR 4" A.B.S. (SCH. 40) 106 LF /RfT,fLL .&-:i-;f' 45• REa-'e;,<"6" WYE' EA. aw-r. /?C.C cu,eg ,£ GUTTER /'ER tJETAIL ON .J",h'EET c-z .7 lJ' ·1-COIIST. J.S. ND. I PER CITY OF IIEWPORT BEACH STD. 310-L ________ ~~ A IIISTALL P.V.C., A.B.S. OR A.C.P. TEE. CRoss,wYe-o:,.e.u;ovl "'"""'1%!.llltOO ~ EA CONST. INLET TYPE OS L=3.5' PER CITY OF NEWPORT BEACH STD. 306-L W/LOC. DEP. PER STD. 304-L ltOET,t/L O,<I .!"HE'ET c-:z _______ _ 3 EA CONST. INLET TYPE dL-~ L=~' PER CITY OF NEWPORT BEACH STD. 305-L W/LOC. DEP. PER STD. 304-L 8.LJET,f/L LJ,V SHEETe-z ------~-I EA . 'CDIIST. TERll!NAL DRAIN LINE CLEANDUT PER DETAIL SHEl;lc C-2 -~------'~- CONST. TEMPORARY INLET PER DETAIL '.,HEIT C.·Z. ____________ ~~- 2 EA I EA CONST. AREA DRAIN PER DETAIL SHEET C-2 -----,------------,--,-I EA I CONST. IN-LINE DRAIN CLEANOUT PER DETAIL SHEET C-2 ___________ _ EA COHST. !JILET TYPE OL·A L•S' PER CITY OF IIE\IPORT BEACH STD. 305-L U/LDC. DEP. PER STD. 304-L It /JETA/L tW SHEET e-.e z EA CONST. !IILET TYPE OL L•l4' PER CITY OF IIEUPORT BEACH I STD. 3D6-L U/LDC. DEP. PER STD. 304-L & A=TA/L <'N .!"HE,!T C-2 _______ ,__ EA 1-COIIST. COIIIIECTIOII ASSEMBLY PER CITY OF IIEUPORT BEACH STD. 312-L ____ ~~-EA SAUCUT & REMOVE EXISTING COIICRETE S/U. REPLACE Ill KIIIO. _______ _c,,e:__ sf' SAUCUT & REHDVE EXIST!HG COIICRET DUG. APPROACH. REPLACE In KIIIO. ____ =_ 1-SF SAUCUT & REMOVE EXISTING PAVEMEIIT. BACKFILL & REPLACE PAVEMENT PER CITY OF NEWPORT BEACH STO. 105-L ---------,----"-='- SAUCUT & REMOVE EXISTIIIG CURB & GUTTER _______________ ""'_ A'I-W SF a,o LF IIAIEll. I"¾<,, INSTALL IO" A.C.P. (CLASS !50) _________________ ~==--LF m. IIISTALL 6" A.C.P. (CLASS 150) __________________ ~~-LF ¼ l,l'fTALL 4" A. t:.I? {CLASS 150) _________________ ,--=-L.I'. INSTALL 10" x 10" TAPPING SLEEVE & G.V. 111TH FLANGE X R.T. ADAPTORS PER 1.R.11.D. STDS, __________________ ,,___ EA /QJT;fLL IO''-'i," TAPPING SLEEVE,£ t;" GJTE YALVE W/TH /'LJNGE ,X .e, T. ALJ4/'7lU'f PE'K /.I!. W.t7. .!"TO.f.. _____________________ _,,_ EA. CDIIST. THRUST BLOCKS PER l.R.U,D. ~lD. DUG. U-5 ___________ __,_.._ EA INSTALL WATER 5ERV/eE 8. METL'R i,Jul'.T /'ER OET4/t. '7//f/lEETC-& C/4' /15 OtRECTL'O ~y /.R.W.LJ. ///f?S::T~R EA INSTALL /NPWT.l'IAI. 17.U ,WO,UW' ASSY. PER I. R. II ,D. STD, DUG. U-3A -------=- ! II STALL ,t" t){7t/-'LE C/IEeK l<ILVE UTN!lll' ,:we.c AJ"J"EJ.l,,.Y {l:LA-lill ,WLJOEL ,,. OR IIEBEY MOOEL 0/JC .JT) /'ER OET4/L LJ/.1 SHE,fT C-;:. --------------~~ ,W✓t/.!"T EY/f7: 11:tTER METER Td NEW PA,t'K,V,,JY GRAOE (.fEE F,t'EC/.Jl' GbO/.J/G PLA,o/ EA EA .3 ----EA . INSTALL 10" -45° ELBOW ______________________ .,__ EA I INSTALL 10" G.V. PER 1.R.W,D. STD. DWG. W-11. _____________ ~_ EA 4-INSTALL 6• -90° ELBOW ______________________ -=-EA /IIJ7ALL •I' 6",fTE l'ALVE /'E,t' /./?.W.O . .!"TO. OJ/'5. W-// _____________ ~ EA. /R.f7;/LL /t7'%4" TEE ________________________ ~-• EA. INST ALL 6" P,JP4LE eNE<"K YALJ'E A:?KTdE CA'&/: ..IJ"J"EAl'4LY {fu-J!JL ,ll&JEL /G d,l' HEL'fEY M,JOEL .P.PC.JT) PER DETAIL SHEET C-2 ________________ ~_EA 111ST ALL 6" OCt/,!/,!l' CA't'CK &/YE AJ:f"EAl4LY H.l' /.RIP.O. JTO. If'-/✓ (,</,; l'O eOQN.' ,l'EQ'/.J. IIISTALL 6" -45° ELBOW SEiJER INSTALL B" v.c.P. INSTALL 6" V.C.P. rn'sTALL 4" V.C.P. ' INSTALL V.C.P. HYE OR TEE (SIZE AS REQUIRED) CONST. STD. tt.H. 11 PER CITY OF NEWPORT BEACH STD. 402-L HDDIF!ED W/FLAT TOP PER 0.C.E.H.A. STD. PLAII 110. 5D5 COIIST. SEHER CLEAIIOUT PER CITY OF NEWPORT BEACH STD. 400-L I EA A, EA i:,a:, L F 1 L F 1o LF '::> EA I EA 4-EA /0 -/J-,5':, -? -1-1-a,; 8-?>r-e?> o.c.s.a.11. STAMPED U·748 RESET 1870 ABOUT 25 FEET WESTERLY OF THE CEIITER· LIIIE OF AIRPORT IIAY SOUTH. AT ORAIIGE COUIITY AIRPORT. ABOUT 200 FEET NORTH· EAST OF THE MARTIH AVIATIDII FLUE CEIITER, 162 FEET SOUTH OF THE AIRPORT SEACOII TOIIER, 15 FEET IIORTH OF A FIRE HYDRAIIT. 8 FEET HORTH OF A LIGHT POLE UIU113ER 1> • SET 111 TOP OF THE SOUTH· EAST CORNER OF A COIICRETE SLAB AROUND OWNER THE KOLL CO. 4490 VON KARMAN NEWPORT BEACH, CA. 92660 (7141 833·3030 SOILS ENGINEER LEROY CRANDALL 8, ASSOC. }----------·· -·-----·· .. ----';" . 1 Construction contractor agrees that in accordance with generally accepted cor1;1~ct1on :; practices, construction contractor will be required to usu me sole and complete reapons1b1hty for UNDERGROUND STRUCTURES ~ UNDUtCIIIOUNC, uni..ma OR 9TIIUCT\IIID IIV'OWTCC, r, T'NI OWNIII 011 OTlllll:a "NC, Tl4~1 9NOWN QN TNI IIICOII041 IXliMINIC, AIII INCl1C,.T&C, WIT'N fl'IIIII ... ~IIIIIAT& l.OCATIQN AND 1:l'ftHT. TNI OWNIII n ACCl"1'1NCI Tl4al 11>1,ANS OIi -ll&DI ... WITN 11111,..c,yl.MDl'TS Pl.1119UANT THIIIET'O AQlll:U TO "■■UMI U"91UTY AND TO MOLD UNOlll- •10,n:c, HAIINI.U. ll'QII ANY DAMAQU 11nu1.TINO lt1itOM Tl41 Ul ■TINCI 0,, UNOINIIIOUNCI UTll.lTID Ot1 ■TIIUCTUIIU NOT IIIPOll'l'ICI TO THI UNCICnlCINID: N01' INOIC,.TIQ ON Tl41 ..,_,9lJC JKCCIIIDa fllANINICI: 1.0C"T&CI "T Y"IIIANCI WlTM TIIAT llll'OIITID 011 ■MOWN OIi IIIICOfll-llUI.MINfCI. Tl41 CONTIIACTOII I■ lltQUIIIIO TO TAKI CIUI l"IIICAUTIONAIIY . •~u-TO '1IOT&CT TNI UTll.lTID 011 ■TIIUCTV•a ■MOWN ,.NO ANY oni1• UTIUTla Ofll ■TRVC:TU•a P'OUNO AT 1111 ,,n. IT .HAU. H TNI CON'TltAC:TOtMI -=:IIPON■l911.ITY TO -" TNC ow••-O,J' ,,., V1'1LITIH 011 ■TaUCTUIID CONCIIINID DU'OU ow,m- Q g ~ CJkiq.,'William"Rrist®~ ~ a d J PFIOFESSIONAL ENVIRONMENTAL ENGINEERS II. PLANNEFIS M ERIDI EN NEWPORT BEACH HOTEL r1r1. I? .sr/lR-cr SHEET A DROP IIILET. 1079 ELEV. • 46.16 JOB ADDRESS 4500 MAC ARTHUR BLVD. NEWPORT BEACH, CA. 711 N. ALVARADO ST. LOS ANGELES, CA. 90026 (213) 413-3550 J,D. KIRKGARD JAMES L. VAN BEVEREN RC.E. 10441 R.C.E. 17785 i job site conditions during the course of construction of the projec7 including safety of a~ p~rsons Cctfonla Coi.,nd J and property; that this requirement shall be made to apply continuously an_d not b~. l11n1ted to ofChf.11:n:--:&...- t, normal working hours, and construction contractor further agrees to defend, mdemnify and hold :;,-a--..... ~ design profe11Sional hannleiu froffi .iny and all liability, real or alleged, in con~ection with !he Ql=:JI~ pelfonnance of work on this project, excepting liability arising from the sole negligence of de8ign professional. '"·-·• .. ·····-·---··· ··-···· .. ·····""---. -···-········ -········· Q O PO. IIOX Zl5!i10 • 1•01 01,J,.ll.S'Tl'IEET, NEWl"OIU IIE,.c;;H, c;;,.1.IF"ORNI" !i1Zl!lt13 (71<1) 133.0070 -· R, C, E, 27987 ' /P,llV$tf tPlfAO~ P.!/JN ~ t'JN-S/TIF Scl7E~ t:({JYEH .4NO srall/'4 I.JHLIIAI PLAN J.N. Z16&!J OF ~ SHTS. :7. ;:.i,,,, ~C··i IY)~·~-'::c . .;: ,J ·,,-:: .Jt-Y..::. • 0:-,1,._..:-t tt ::i:e -. R,,,.,.."~.t "~~•.f-.::.i;..A.';;;i..,,. -~~F • GENERAL NOTES GENERAL Ii] ALL VORK SHALL BE 1N ACCORDANCE WlTH THE GRADING CODE OF THE CITY OF NEWPORT BEACH, THE RECOl!XlallDATIONS OF THE PROJECT SOILS REPORT AND ANY SPECIAL REQUIREMENTS OF THE PERMIT, ~ DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE, SAIIITARY FACILITIES SHALL BE HAlHTAltlED ON THE SITE DUR!HG THE CONSTRUCTION PERIOD, 4 WORK HOURS SHALL BE LIMITED TO 7•00 A,M, TO 6•30 P,M, MONDAY THROUGH fRIQAYr B•OO A,M, TD 6100 P.H. SATURDAYS• AND 10,00 A.H. TO 6100 P,M. SUNDAYS AND HOLJPAJS. Ii] THE COtlTRACTOR SHALL CONTRO~ NOISE, EXCAVATION, DELIVERY AND REMOVAL ITEMS ltl ACCORDAIICE WITH THE CITY IIUNICIPAL CODE, CHAPTER 10,28, @] THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JDB SITE AT ALL TIMES, 2'..:J THE PERMITTEE AND THE CONTRACTOR ARE RESPONSIBLE FOR LOCATION A/ID PROTECTIOtl OF ALL -----------lf--~.,-------'U_UllllES_, _ APPROVED TEMPORARY DRAINAGE PROVISIONS AND PROTECTIVE MEASURES IIUST BE USED TO PROTECT • 9. [ill [IQ l.l.&l (j}] ADJOIHltlG PROPERTIES DURltlG THE GRADIHG OPERATION, EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE ABAIIDDtlED IN COMPLIA/ICE WITH THE UtllFDRM PLUMBIIIG CODE AND APPROVED BY THE BUILDltlG OFFICIAL, WHEN llll'ORT DR EXPORT OF MATERIALS IS REQUIRED, HAUL ROUTES TD A/ID FROM THE SITE SHALL BE APPROVED BY THE CITY TRAFFIC EtlGltlEER AND HAULltlG PROCEDURES SHALL BE IN ACCDRDAtlCE WITH THE TRAIISPDRTATIDII OF MATERIALS SECTIDII OF THE CITY GRADltlG CODE, POSITIVE DRA!HAGE SHALL BE HAIUTAIUED AWAY FROM ALL BUILDIUG AIID SLOPE AREAS, FAILURE TD REQUEST ltlSPECTIOIIS AtlD/OR HAVE REMOVABLE EROSIDII CDtlTRDL DEVICES 011-SITE AT THE APPROPRIATE TIMES SHALL RESULT Ill FORFEITURE OF THE COIISTRUCTIDII SITE CLEAIIUP DEPOSIT, THE 10• WATER HAIN SHALL HAVE A MINIIIUM COVER OF 42• (TOP OF PIPE TD FINISHED STREET SURFACE> Ill ALL AREAS EXCEPT DH BIRCH STREET & VOii KARMAN AVENUE, <MIIIIIIUM COVER OF 4S•J, EROSION CONTROL Ii] TEMPORARY ERDSIDII COtlTRDL PLAIIS ARE REQUIRED FROM OCTOBER 15 TO HAY 15, g] BETWEEN OCTOBER 15 AtlD HAY 15, EROSION CDIITROL MEASURES SHALL BE Ill PLACE AT THE EtlD OF EACH WORKIHG DAY WHEtlEVER THE FIVE-DAY PROBABILITY OF RAIII EXCEEDS 30%, DURltlG THE REHAIHDER OF THE YEAR, THEY SHALL BE Ill PLACE AT THE END OF THE WDRKIIIG DAY WHENEVER THE DAILY RAHIFALL PROBABILITY EXCEEDS 50%, ~ LAIIDSCAPIIIG PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AtlD A CERTIFICATE OF COIIFDRMA/ICE RECEIVED BY THE CITY GRADIIIG EIIGINEER PRIOR TD CLOSURE OF PERMIT, UtlLESS A WAIVER OF THIS REQUIREMENT HAS BEEN DBTAltlED FROM THE CITY GRADltlG ENGINEER, (!3 TEH?DRARY DESILTIIIG BASIIIS, WHEN REQUIRED, SHALL BE IIISTALLED AtlD HAIIITAIIIED FDR THE DURAT-1011 OF THE PROJECT. REQUIRED INSPECTIONS• Ii] A PRE-GRADIIIG HEETIIIG SHALL BE SCHEDULED 48 HOURS PRIOR TD START OF GRADIIIG WITH THE FDLLDWIIIG PEOPLE PRESENT• OWtlER, GRADIIIG COtlTRACTDR, OESIGtl CIVIL EIIGIIIEER, SOILS EHGIIIEER, GEOLOGIST, CITY GRADIIIG EIIGIIIEER DR THEIR REPRESEIITATIVES, REQUIRED FIELD HISPECTIOIIS WILL BE OUTLltlEO AT THE MEETING, ~ A PRE-PAVIIIG HEETIIIG SHALL BE SCHEDULED 48 HOURS PRIOR TD START OF THE SUBGRADE PREPARATIOtl FDR THE PAVIIIG WITH THE FOLLOWltlG PEOPLE PRESEIIT• OWtlER, PAVIIIG COtlTRACTOR, DESIGII CIVIL EIIGIIIEER, SOILS EIIGIIIEER, CITY GRADHIG EIIGltlEER OR THEIR REPRESEIITATIVES, REQUIRED FIELD ltlSPECTIOIIS WILL BE OUTLINED AT THE HEETltlG, GRADING FILLS/CUTS• .. .,, ~ f[l ITT ~ 7, 8, 9, [ill [ill 13, 14, 15, [ill [ill CUT SLOPES SHALL BE 110 STEEPER THAii 2 HDRIZDIITAL TO 1 VERTICAL, FILL SLOPES SHALL BE IIO STEEPER THAii 2 HORIZOIITAL TO I VERTICAL AtlD SHALL HAVE tlOT LESS THAii 90% RELATIVE COH?ACTIOII our TO THE FIIIISHED SURFACE, FILLS SHALL BE_ COl!l'ACTED THROUGHOUT TD A MIIITIIUM OF 90% RELATIVE CDH?ACTIOII AS DETER-MltlED BY ASTM TEST METHOD 1557, AtlD APPROVED BY THE SOILS EIIGltlEER, COH?ACTIOII TESTS SHALL BE PERFORMED APPROXIMATELY EVERY 2 FEET Ill VERTICAL HEIGHT AIID ,OF SUFFICIEIIT QUAIITITY TD ATTEST TO THE OVERALL COH?ACTIOtl EFFORT APPLIED TO THE Fli.L =• AREAS TD RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATIOII AIID DEDruS, SCARIFIED A/ID APPROVED BY THE SOILS EIIGltlEER PRIOR TO PLACIIIG OF THE Fill, FILLS SHALL BE KEYED OR BEIICHED UITO COMPETEIIT MATERIAL, ALL EXISTIIIG FILLS SHALL DE APPROVED BY THE SOILS EtlGIIIEER OR REMOYal BEFORE AtlY ADDITIOIJAL FILLS ARE ADDED, - A/IY EXISTIIIG IRRIGATlotl LIIIES AtlD CISTERIIS SHALL BE REMOVED, DR CRUSHED ltl PLACE A/ID BACKFILLED, AtlD APPROVED BY THE SOILS EIIGIIIEER, THE EIIGIIIEERIIIG GEOLOGIST AIID SOILS EIIGIIIEER SHALL, AFTER CLEARIIIG AtlD PRIOR TO THE PLACEl'IWT OF FILL Ill CAtlYOtlS, IIISPECT EACH CAtlYotl FOR AREAS OF ADVERSE STABILITY AtlD DETERMIIIE THE PRESEIICE OF, OR POSSIBILITY OF FUTURE ACCUl'IULATlotl OF, SUB-SURFACE WATER OR SPRIIIG FLOII, IF IIEEDED, DRAIIIS lllll BE DESIGIIED AIID COIISTRUCTED PRIOR TO THE PLACEl'IEtlT OF FILL Ill EACH RESPECTIVE CAIIYOII, THE EXACT LOCATIO:I OF THE SUBDRAltlS SHALL BE SURVEYED ltl THE FIELD FDR LltlE AIID GRADE, ALL TREIICH BACKFILLS SHALL DE COMPACTED THROUGHOUT TO A MIIIIIIUM OF 90% RELATIVE COMPACTIOtl, AtlD APPROVED BY THE SOILS EIIGIIIEER, THE STOCKPILIIIG OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADHIG EtlGltlEER, ,LAtlDSCAPIIIG OF ALL SLOPES AIID PADS SHALL BE IN ACCORDAIICE WITH THE CITY GRADIIIG CODE AtlD DRDIIIAtlCE 110, 1831, ALL cur SLOPES SHALL BE IIIVESTIGATED BOTH DURIIIG AtlD AFTER GRADIIIG DY AN EIIGltlEERltlG GEOLOGIST TO DETERMIIIE IF AtlY STABILITY PROBLEM EXISTS, SHOULD EXCAVATIOII DISCLOSE AtlY GEOLOGICAL HAZARDS DR POTEIITIAL GEOLOGICAL HAZARDS, THE EtlGIIIEERIIIG GEOLOGIST SHALL RECOl'!MEIID tlECESSARY TREATHEIIT TD THE CITY GRADIIIG EIIGIIIEER FDR APPROVAL, WHERE SUPPORT OR BUTTRESSUIG OF CUT AtlD IIATURAL SLOPES IS DETERMIIIED TO BE tlECESSARY BY THE EIIGIIIEERIIIG GEOLOGIST AtlD SOILS EtlGIIIEER, THE SOILS EtlGIIIEER lllll SUBMIT DESIGtl, LOCATIDtl AtlD CALCULATIDIIS TO THE CITY GRADIIIG EtlGIIIEER PRIOR TO COIISTRUCTION, THE EIIGIIIEERIIIG GEOLOGIST AtlD SOILS EIIGIIIEER SHALL IIISPECT AIID TEST THE CDIISTRUCTIOtl OF ALL BUTTRESS FILLS, AtlD ATTEST TO THE STABILITY OF THE SLOPE AtlO ADJACEtlT STRUCTURES UPOII COl!l'LETIOII, IIHEtl cur PADS ARE BROUGHT TD tlEAR GRADE, THE EtlGIIIEERIIIG GEOLOGIST SHALL DETERMIIIE IF THE BEDROCK IS EXTEIISIYELY FRACTURED OR FAUL TED AtlD WILL READILY TRAtlSMIT WATER, IF CO:ISIDERED tlECESSARY BY THE EtlGIIIEERltlG GEOLOGIST AIID SOILS EIIGIIIEER, A COl!l'ACTED FILL BLAtlKET WILL BE PLACED, THE EtlGIIIEERIIIG GEOLOGIST SHALL PERFORM PERIODIC ltlSPECTIOtl DURING GRADIIIG, tlOTI FI CATIOII OF IIOII-COl!l'LIAIICE • IF, Ill THE COURSE OF FULFI LLIIIG THEIR RESPDtlSIBILI TY, THE CIVIL EtlGIIIEER, THE SOILS EIIGIIIEER, THE EIIGIIIEERIIIG GEOLOGIST OR THE TESTltlG AGEtlCY FIIIDS THAT WORK IS tlOT BEIIIG DDtlE III CDIIFORMA!ICE IIITH THE APPROVED GRADIIIG PLAIIS, THE DISCREPAIICIES SHALL 8E -REPORTED IHX!:DIATELY Ill \IRITIIIG TD THE PERSDtl Ill CHARGE DF THE GRADIIIG WORK AIID TO THE CITY GRADltlG EtlGIIIEER, RECDMl'!EtlDATIOIIS FDR CORRECTIVE 11!:ASURES, IF IIECESSARY, SHA~L BE SUSHI TTED TO THE CITY GRADIIIG EtlGIIIEER FOR APPROVAL, THE DEPTH OF OVER-EXCAVATIOtl AtlD REPLACEHEIIT WITH GRAtlULAR MATERIAL Ill SLAB AREAS UIIDERLAIII WITH EXPAtlSIVE SOILS SHALL BE ESTABLISHED WHEII THE ROUGH SUBGRADE IS REACHED AtlD SHALL BE AS RECOHX!:IIDED BY THE SOIL COIISULTAtlT, DOCUMEIH A Tl 011 • [l All AS-BUILT GRADIIIG PLAII PREPARED BY THE CIVIL EIIGIIIEERr IIICLUDIIIG ORIGIIIAL GROUIID SURFACE ELEVATIOIIS, AS-GRADED GRDUIID SURFACE ELEVATIDIIS, LOT DRAIIIAGE PATTERtlS AIID LOCATIOIIS, A/ID ELEVATIOIIS OF ALL SURFACE AIID SUB-SURFACE DRAIIIAGE FACILITIES, HE SHALL PROVIDE \IRITTEII APPROVAL THAT THE IIORK WAS DO:IE Ill ACCDROAtlCE WITH THE FltlAL APPROVED GRADIIIG PLAII, AtlD STATE THE IIUH3ER OF YARDS OF cur AtlD/OR FILL MOVED DURltlG THE OPERATIOII, ~ A SOILS GRADIIIG REPORT PREPARED BY THE SOILS EIIGltlEERr IIICLUDIIIG LOCATIDIIS AIID ELEVATIOIIS OF FIELD DEIISITY TESTS, SUH11ARIES OF FIELD A/ID LABORATORY RESULTS A/ID OTHER SUBSTAtlTIATIIIG DATA, AtlD CDHX!:tlTS 011 AtlY CHAtlGES 11ADE DURIIIG GRADIIIG AtlD THEIR EFFECT 011 THE RECOHXEtlDA-TIOIIS MADE' Ill THE SOILS EtlGltlEERltlG IIIVESTIGATIOII REPORT, HE SHALL PROVIDE WRITTEtl APPROVAL AS TO THE ADEQUACY OF THE SITE FOR IIITEtlDED USE, 3, A GEOLOGIC GRADIIIG REPORT PREPARED BY THE EtlGltlEERltlG GEOLOGISTr IIICLUDIIIG A FIIIAL DESCRIPTIOIJ OF THE GEOLOGY OF THE SITE, IIICLUDltlG AIIY IIEII IIIFORMATIOII DISCLOSED DURIIIG THE GRADIIIG, AtlD THE EFFECT OF SAIi! Otl RECDHX!:IJDATIOIIS IIICORPDRATED 111 THE APPROVED GRADltlG PLAII, HE SHALL PROVIDE IIRITTEII APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE IIITEIIDED USE AS AFFECTED BY GEOLOGIC FACTORS, BOX IIIDICATES GRADIIIG tlOTES WHICH APPLY TO THIS PARTICULAR PERMIT FROM THIS LIST OF STAIIDARD CITY GRADIIIG IIOTES, BASIS OF BEARINGS THE BEARIIIGS HEREDII ARE BASED Oil THE CEIITERLltlE OF BIRCH STREET BEillG ti 49•21 •34• \I PER TRACT 7953 11•11• JI 0/7-II, RECORDS OF ORA/IGE CDUtlTY, CALIFDRtllA, BENCH MARK OWNER SOILS ENGINEER NOTES TO CONTRACTOR REGARDING PERMITS AND INSPECTION l• PERMIT REQUIRED FROM CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FOR ALL IIORK REQUIRED WITHIII THE PUBLIC RIGHT OF WAY, 2, THE IIISTALLATIDII OF THE 10• LOOPED WATER LIIIE FROM VOii KARMAN AVEIIUE TO BIRCH STREET, FIRE HYDRAIIT ASSEH!!LIES, FIRE SERVICE LINES TO THE BLIIID FLANGE SIDE OF THE DETECTOR CHECK ASSEH!!LIES, AtlD DOMESTIC SERVICE LINES TO THE BUILDltlG SIDE OF THE \/ATER METERS REQUIRE PERMIT AtlD IIISPECTIDII FROM THE IRVIIIE RANCH WATER DISTRICT, SEE IRWD WATER IIOTES HEREON, 3. THE IIISTALLATIOII OF THE DOMESTIC \/ATER LINES FRDM THE METERS TO THE BUILDIHG COtJIIECTIOHS, THE SEWER LIIIES FROM THE RIGHT OF IIAY LIIIE TO THE BUILDIIIG COIIIIECTIOIIS, AIID THE STORM DRAIII LIIIES FROM THE RIGHT OF WAY TO THE BUILDIIIG COIJIIECTIOIIS DR TERMIIIATIOII PDIIITS ARE PRIVATE FACILITIES AtlD REQUIRE PERMIT A/ID IIISPECTIOII FROM THE CITY OF IIEIJPDRT BEACH PLUH3111G DEPARTHEIIT. ltlSTALLATIDII II "--t1At&lllt111,1t nvo L ~~==-~=--------+ L __ . . ,. : ,.-.- [j IIO-BACKf-lLL-TO-OIIE-FDOT-ABOVE-THE-TOP-OF-P-IPE-DF-THE-A!!OVE-l'IEtlT-IDIIED-UT-IL-I-T-IES-SHAlL-Ci;-PER-TH:~------~-----~-----/- 1979 EDITIOII OF THE UIIIFORM PLUH3111G CODE, ALL TREIICH BACKFILL ABOVE THE DtJE FOOT LEVEL ABOVE THE TOP OF PIPES SHALL BE CDH?ACTED THROUGHOUT TO A MIIITIIUM OF 90% RELATIVE COll?ACTIOII AtlO APPROVED BY THE SOILS EIIGIIIEER, COIITACT JDHII LAll?IIIG OF CITY OF IIE\IPORT BEACH PLUH3111G DEPARTl'l!IIT FDR IIISPECTIOII TWO WORKIIIG DAYS BEFORE START OF WORK AT (714) 640-2161, 4, THE 6• FIRE SERVICE LIIIES FROM THE BLIIID FLAIIGE SIDE OF THE DETECTOR CHECKS TO THE DUILDIIIG COlltlECTIOtlS REQUIRE PERMIT AIID IIISPECTIOII FROM THE CITY DF IIEWPORT BEACH FIRE DEPARTMlc:IIT • COIITACT INSPECTOR JIM UPTOII OF THE CITY OF IIEWPORT BEACH FIRE DEPARTMENT FDR IIISPECTIOII TWO WORKIIIG DAYS BEFORE START OF WORK AT (714) 644-3606, • 5, THE BACKFLOW PREVEIITIOII DEVICES OIi THE DOMESTIC SERVICE LIHES 'ARE SUBJECT TO IIISPECTIOII FROM IRWD IN ADDITIDII TO THE CITY OF IIEWPORT BEACH, SEE IRWD WATER IIOTES IN REGARD TO CALLltlG FOR IIISPECTIOII, RETAINING WALL NOTES I, THE SOILS EIIGIIIEER SHALL CDIIFIRM THE DESIGN EQUIVALENT FLUID PRESSURE WHEII RETAlllltlG IIALL EXCAVATIOIIS ARE COH?LETED, PRIOR TD REltlFDRCEHENT PLACEMENT, 2, ALL RETAltlltlG WALLS SHALL HAVE A HYDROSTATIC RELEASE DRAIN SYSTEM, P~1NG NOTES - 1, ~~-PAVIIIG HEETitlG SHALL BE REQUIRED AT THE SITE PRIOR TO THE COHX!:IICEHEIIT OF AtlY PAV ,P \/OR ~TH THE FOLLO\IIIIG PEOPLE PRESEtlT• DWIJER, PAVJIIG COIITRACTOR, DESIGN CIVIL EIIGIII ,I, SOILS ')!:IIIEER, BUILDIIIG OFFICIAL OR THEIR REPRESEIITATIVES, 2, ALL TREt,",.\_BACKFILLS SHALL BE COll?ACTED THROUGHOUT TO A MIIIIIIUM OF 90% RELATIVE C ACTIOII, 3. THE PERHITT DR HIS AGEIIT SHALL tlOTIFY THE BUILDIIIG OFFICIAL WHEtl THE PAVIIIG -~ERATIOII IS A/10 APPRDV"'~y THE SOILS EIIGIIIEER PRIOR TO SUBGRADE PREPARATIOII, . READY FOR EAC "< THE FOLLOWIIIG IIISPECTIOIIS• , A, IIIITIAL IIISfL<iTIOll, WHEtl THE PERMITTEE IS READY TO BEGIII WORK, BUT ' LESS THAN TWO DAYS BEFORE All"': GRADIIIG CDHX!:IICES, 8, SUSGRADE ltlSPECri-,_~• AFTER THE SDIL SURFACE HAS BEEi! CDH?ACTED, "STED, LIIIE AtlD GRADE ESTABLISHED, our f140R TO AGGREGATE BASE PLACEMlc:IIT. C, AGGREGATE BASE IIISP '~:J, AFTER THE AGGREGATE BASE HAS SEE/ COll?ACTED, TESTED, LltlE AtlD GRADE ESTABLISHED, UT PRIOR TO ASPHALT COtlCRETE PLAC IIT, D, FIIIAL ltlSPECTIO:I, AFTER ECEIPT OF LIIIE A/JD GRADE CERT CATIDII BY THE DESIGtl CIVIL EtlGltlEER AtlD REPORT BY THE >-,OILS EtlGIIIEER, 4, THE SOILS EIIGIIIEER SHALL SUBMIT "',: PROJECT'S STRUCTURAi ECTIDII RECOHX!:IIDATIOtHSJ TD THE BUILDIIIG OFFICIAL, BASED OIi THE Fl ~l 'R' VALUE(S~AtJ RAFFIC IIIDEX<ESJ, FOR APPROVAL PRIOR TO ESTABLISHMlc:tlT OF FIIIAL SUDGl~ E ELEVATIOll _ 5, SUSGRADE SHALL SE CDl!l'ACTED TD A MIIIIKO OF 0~% ATIVE COM?ACTIOII, AtlO UIIYIELDIIIG PRIOR TO PLACEl'IEtlT OF AGGREGATE BASE• APPROVED TH 'DILS EtlGIIIEER, AtlD THE DESIGII CIVIL EIIGIIIEER, 6, AGGREGATE BASE SHALL CO:IFORl't TO PROVISIOIIS '<> CLASS 2 DASE AS STATED Ill THE CURREtlT EDITIDII OF THE STAtlDARD SPECIFICATIOII, STATE OF C ~~:!elA DIVIS!Otl OF HIGHWAYS, 7, AGGREGATE BASE PLACEl'IEIIT SHALL BE APPROV BY ;;._SOILS EIIGIIIEER PERTIIIEtlT TO CDll?ACTIOII, Mlllll'IUM OF 95% RELATIVE COll?ACTIOtl, All COtlFOR • TO DESIGII THICKIIESS (ESJ PRIOR TO PLACEKEIIT OF ASPHALT COIICRETE, 0, A PRIME COAT SHALL BE REQUIRED PR , TD PLACEKEIIT OF ~PHALT CO:ICRETE, THE SURFACE OF THE _ UtlTREATED AGGREGATE BASE SHALL ~ COATED WITH 0,25 GAL >.~OF SC-70 OR SC-250 LIQUID ASPHALT, 9, TACK COAT AtlD ASPHALT co:JCRET HALL COtlFORM TD PRDVISIO:, AS STATED Ill THE CURREtlT EDITlotl - OF THE STAtlDARD SPECIFICAT , (CALTRAIIS) TYPE D, 112• MAX h/lM Mlc:DIUl't, 10, PLACEl'IEtlT OF ASPHALT COIIC dE SHALL BE ltlSPECTED AtlD APPROVEb\_1{ EITHER A REPRESEtlTATIVE OF THE SOILS EtlGIIIE~R ·o~ QUALIFIED PAVEll!IIT IIISPECTIOII SPECIA~T• RELEVAtlT TO EQUIPl'IEJIT USED, TEM?ERATURE OF lifAOS, A/ID DEPTH OF DEIISIFIED ASPHALT CO:ICR~. 11, A FOG SEAL El'IULSIO"' HALL DE REQUIRED AIID THE COAT SHALL COIIFORH T~1:/(E PROVISIO:IS AS STATED Ill THE ST ,OARD SPECIFICATIOtl FDR PUOLIC IIORKS CO:ISTRUCTIO:I, ~ 12, STRIPIIIG SHAL OIIFORH TO PROVISIO:IS AS STATED Ill THE CURl1"£11T EDITIOtl O STAtlDARD SPECIFICATIO" FOR PUBLIC WORKS COIISTRUCTI011, 13, THE BUILD;.. OFFICIAL WILL GIVE A FHIAL RELEASE WHEII THE FOLLDWIIIG HAS BEEi A, DES ,I CIVIL EtlGIIIEER'S CERTIFICATIOII OF LltlE AIID GRADE, B, S S EtlGIIIEER' S REPORT, UILDIIIG OFFICIAL'S FIELD IIISPECTIDII (If IIECESSARY, THE PAVEl'IEJIT SHALL BE WAT TESTED 0 VERIFY PROPER DRAIIIAGEJ. 14, RE TO REQUEST IIISPECTID:,s AT THE APPROPRIATE TIME WILL RESULT Ill FORFEITURE OF rnE CO:ISTRUCTIOI( SITE CLEAtlUP DEPOSIT. IRWD WATER NOTES 5, 7, 8, 9, 1 o. 11 , 12. 13, THE \/ATER SYSTEM IS TO BE IIISTALLED BY THE DEVELOPER, ALL WATER SYSTEH WORK SHALL COIIFORH TO THE DISTRICT'S ·sTAtlDARD SPECIFICATIOllS FDR THE CO:ISTRUCTI0:1 OF WATER, SEWER, AtlD RECLAlll!D WATER FACILITIES,• AS LAST REVISED BY THE IRVIIIE RAIICH WATER DISTRICT, THE DISTRICT EtlGIIIEERIIIG OFFICE SHALL BE CALLED FOR IIISPECTIO:I TWO \IORKIIIG DAYS DEFORE START OF \/ORK AT (714) 833-1223, A PRE-COIISTRUCTIOII CDIIFEREIICE OF REPRESEIITATIVES FROl't AFFECTED AGEtlCIES A/ID THE CotlTRACTOR SHALL BE HELD 011 THE JOB SITE 24 HOURS PRIOR TO START OF UORK, THE WATER SYSTEl't IS TD BE STAKED BY THE DEVELOPER'S EltGlllt.ER WITH Mlllll'IUH 50-FOOT STATIOIIS IF THERE ARE IIOT AIIY EXISTIIIG CURBS, AtlY WATER SERVICE FDU:ID TD BE WITHIII A DRIVEWAY OR SIDEWALK SHALL DE REMOVED CDll?LETELY AtlD REIIISTALLED AT THE PROPER LDCATIDII, AT tJO COST TO THE DISTRICT. ALL HAltl LIIIE VALVES SHALL BE HAIIITAIIIED SO AS TO BE ACCESSIBLE DURIIIG SITE DEVELOPMEIIT, AtlD ALL VALVE STEM TOPS HAVIIIG OVER 48 IIICHES OF COVER WILL REQUIRE All EXTEIISIO:I AS PER DRAWIIIG W-4, 111 RESIDEIITIAL STREETS, THE TOP OF THE PIPE 10 IIICHES AtlD SMALLER SHALL BE A 1111111'1\tM OF 42 ltlCHES OELOW THE FIIIISHED STREET SURFACE AtlD 40 IIICHES BELOW FIIIISHED STREET SURFACE 0:1 ALL PRIMARY AtlD SECDtlOARY STREETS, ALL FIRE HYDRAIITS SHALL DE SET WITH THE BDTTDH·FLAIIGE 4 IIICHES ABOVE THE cc:1CRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS, ' ALL WATER HAIIIS SHALL DE CLASS 150, ACP, UIILESS OTHERWISE ~IOTED, tlO TAPS OR OTHER CotltJECTIO:IS SHALL DE MADE TO EXISTltlG DISTRICT WATER HAIIIS PRIOR TD COtlDUCTIIIG Atl APPROVED PRESSURE TEST Dtl THE tlEW WATER DISTRIBUTIOII SYSTEM, TAPPltlG SLEEVES SHALL BE PRESSURE TESTED III All APPROVED l'WltJER III THE FIELD III THE PRESEtlCE DF THE DISTRICT ltlSPECTOR, PRIOR TD TAPPIIIG THE HAIII LIIIE, TAPPIIIG OF THE MAIII LIIIE SHALL tlOT PROCEED UIILESS A DISTRICT ltlSPECTOR IS PRESEIIT. WHERE METERS AIID l'l!TER BOXES ARE LOCATED WITHIII SLOPES, THE AIIGLE HETER STOPS SHALL BE SO LOCATED THAT THE ll!TERS AtlD BOXES WILL BE PARALLEL AtlD FLUSH, RESPECTIVELY, WITH THE FIIIISH SURFACE, HO l'l!TER IS TD BE PLACED WITHIII AtlY SIDEWALK DR DRIVE\IAY AREA, THE COtlTRACTOR SHALL CHISEL A •w• OIi CURB FACE FOR VALVES A/ID SERVICES, NEWPORT BEACH FIRE DEPT. llOTES 1. ALL FIRE UNDERGROUIIDS MUST HAVE 36" MIil, COVER tlHERE SUBJECT TO TRAFFIC 30" EL~EWHERE, CITY t7r NEIYPORT, r.JFACH r/RE M4Rfh'4l .1/'l'RdYELI rt?£ FIRE f(J'LJR,,/IIT Lt?CIT/,:7,<tf d r/Rl' fEPICI? LATER.ltf .?lltY. ----Af'/'Rdl'ELJ 4Y, ' "~.:. ~ .A 'TRI At-~-L OF S£\"l'ER FA ~ SUPERVISED BY• REVl!¥1ED EIY• \'.'ATER DISTRICT FACILITIES VICINITY MAP ESTIMATE OF EARTHWORK QUANTITIES EXCAVATIO:I EKJAtlK!l!llT EXPORT ALL EXCESS EARTH SHALL BE DISPOSED OF AT A COUIITY DUii? OR OTHtR SITE SU3JECT TO THE APPROVAL OF THE GRADIIIG IIISPECTDR, LEGEND t·• -d *S:--··n 1 INV. T.C. F.L. F.G. C,F, E,P. (11,(). H.P. --(4!r-- P.A, SUILDIIIG COLUl'i:I LIIIE DESIGtlATIO:I EXIST. PAV8'!/IT REKDVAL P,C,C, PAVElti:tlT ASPHALT CD:ICRETE PAYEMlc:tlT INVEF>.f TOP OF CURD FLOW LltlE FIIIISH SURFACE CURD FACE EDGE OF PAV8'!/tT GRADE DnEAN HIGH POlltT EXIST. CO:ITOUR PLAttTER AREA .,,H~~:'!f DIIIVt l?t 7t ?21 RETAIIIIIIG WALL (SEE ARCH, PLAII-SEPARATE PERMIT RECUIREDJ IIEW A,C, OVERLAY C.(2 NII. T.6, -~--R-R- INDEX TO SHEET 110, C-1 C-2 C-3 C-4 C-5 C-6 IIDTE• CLE,t/ltJt/T M',tllllt'Lr Tt7? OF 6FIA T£ tJE,1/tJTEf .ll?t't1# tfR,tLJ/: Cd'/TtJt',f' ,/J'LJGE L/N'E LJ;tJ'L/tfHT LI/IE SHEETS TITLE TITLE SHEET TYPICAL .!ECTltWf & tJEUIL.,- r/t.?T A FART C/ T/1/f .r!L,4,</ fET Nt.?T ,4 /7.4RT c?F 7#1.f r'L.4# fET <Vl·.!ITE .!EJYE,e, mfTER ,WLJ .J'TdRH LJR,f/Y /U.1/ d/1 • .,-/T," .,-EWER, /1',fTER N/tJ .J'TdR# LJR.U/1 PL,Q/ -ALL EXISTltlG TREES TO BE PROTECTED !ti •PLACE DR RELOCATED AT THE DIRECTIOIJ OF THE LAIIDSCAPE ARCHITECT, -SEPARATE PERMIT REQUIRED FDR RETAIIIIIIG \/ALLS, POOL SPA, GARDEtl WALL. UNDERGROUND STRUCTURES ITEM NO, © IB © © © 0 ~-.@ @ 12 13 14 § I 33 34 @ @ @ @ @ @ @ 42 0 s ~ 48 49 (@ @ @ CONSTRUCTION NOTES & ESTIMATED QUANTITIES ITEM AMOUNT UNIT STORM DRAIU INSTALL 24" R.C.P. (2000 D) OR 24" A.C.P. (3000 D) LF INSTALL 21" R.C.P. (2000 D) OR 21" A.C.P. (3000 0 !JI LF ItlSTALL 18" R.C.P. (2000 D) OR 18" A.C.P. (3000 0) ,/(;3 LF iNSTALL 15" A.C.P. (3000 D) LF INSTALL 12" P.V.C. (SCH. 40) OR 12" A.B.S. (SCH. 40) R-12"-A.-C~P-. (-30000 INSTALL 10" P.V.C. (SCH. 40) OR 10" A.B.S. (SCH. 40) OR 10" A.C.P. (3000 D) ____________________ =~-141 LF' INSTALL 8" P.V.C. (SCH. 40) OR 8" A.8.S. (SCH. 40) ~1-2-LF ItlSTALL 6" P.V.C. (SCH. 40) OR 6" A.8.S. (SCH. 40) w LF ItlSTALL 4" P.V.C. (SCH. 40) OR 4" A.8.S. (SCH. 40) id6 LF //OT,fLL .e;')-;,?''45" REa'C/,</G 1/'Y,!' E.<. 7 aW-rT. /?C:.C. CVR,$.£ 6C/TT£R r'ER LJETA/L ON .f/t'EET C-Z----------~--Lr. '1.. CONST. J.S. NO. 1 PER CITY OF NEWPORT BEACH STD. 310-L ________ ~~-A ItlSTALL P.V.C., A.B.S. OR A.C.P. TEE, CRDSS,W'(!,-01'.f.~ "'"'~e61JIFi:eo ¥'? EA CONST. INLET TYPE OS L•3.5' PER CITY OF NEWPORT BEACH STD. 306-L W/LOC. OEP. PER sro. 304-L lttJET,f/L d,V J'HEET C-2 _______ _ 3 EA CONST. INLET TYPEdL--1,.L=i:=' PER CITY OF NEWPORT BEACH I STD. 305-L W/LOC. DEP. PER STO. 304-L tAD-!'T,f/L (7# .,-HEETC--Z ------~-EA , COIIST. TERNINAL DRAIN LINE CLEANOUT PER DETAIL SHE!;J. C-2 --=----,--'~- CONST. TEMPORARY INLET PER DETAIL -=',HEIT C-Z. _____________ ,__ 2 EA I EA COIIST. AREA DRAIN PER DETAIL SHEET C-2---------------~~ CONST. IN-LINE DRAIN CLEANOUT PER DETAIL SHEET C-2----------~-I I EA EA CONST. ltlLET TYPE OL-A L•5' PER CITY OF IIEHPORT BEACH STD. 305-L U/LOC. DEP. PER STD. 304-L ti. tJETAIL d/1 .,-#EET C-Z 1. EA CONST. IIILET TYPE DL L•I4' PER CITY OF IIEHPDRT BEACH STD. 306-L U/LOC. DEP. PER STD. 304-L &NT;I/L <'Nsh'E,ETC-2 _______ ,__ EA CONST. COlltlECTIOtl ASSENBLY PER CITY OF IIEUPORT BEACH STD. 312-L ____ ~~-EA SAUCUT & REIIDVE EXISTIIIG CDIICRETE S/U. REPLACE IN KIIID. _______ _:,,,:___ SF SAUCUT & REIIOVE EXISTING CDNCRET DUG. APPROACH. REPLACE !ti KIIIO. ____ =_ SF SAUCUT & RENOVE EXISTING PAVEHENT. BACKFILL & REPLACE A,1-W PAVENEIIT PER CITY OF NEWPORT BEACH STD. 105-L _________ ~--"="--SF a.:, SAUCUT & REIIOVE EXISTIIIG CURB & GUTTER---------------=-LF l:IAJER I~ INSTALL 10" A.C.P. (CLASS 150) ________________ ~=~-LF m-1.. INSTALL 6" A.C.P. (CLASS 150), __________________ ~=~ LF 1"'J7,!LL ,f",t,C,~ {t:LA.ff /50} ___________________ =-¼ l.F. IIISTALL 10" x 10" TAPPING SLEEVE & G. V. WITH FLANGE X R. T. ADAPTORS PER I.R.W.0. STDS. ------------------~-tA /#.ll;/lL ;o';t(;'' lifPP/#0 .,-LEffE 4 <,"0,iTE !!4LV!' H'/TH rL;/),'IU,x .e.T. AO,!Pn1,l'f PFR IR.W.,O. .J'TtJf. ______________ ~-----------':-EA. COIIST. THRUST BLOCKS PER I.R.U.D. ?ID, DUG. W-5 ___________ _e;;L_ EA INSTALL W,irE/Z .fERV/CE 8. METE/I' Ifft/LT /'E.(' tJET4/L <'Y f/lEET C·8 d/Z ,15 O/RECTL'/7 ,By /.R.f'✓-LJ, ///.f.P£'CT&R EA INSTALLM'Parl:"/AL17HM'Ll!UWASSY. PER I.R.U.D. STD. DUG. W-3A ______ .=_ EA INSTALL ,f" ,tJOt/,3lE &Ea Y;ILVE UTECmf &EC-" AffEMNY {a.4-111L M'l?tJEL /~ tU' /IERfEY EA MOOEl. OLJC -JT} PE,e LJEJ;f/L d,<I .fflEET C-;; --------------~ AL!✓llfT EXIST. HUT.ER ME'TE,e Tl? .</E/V P,!R-"'VAY GR,!,¥ {.JEE PR.;,:!.<!' 0.f'AtJt.<//7 PL,f~ --~~ !! EA, INSTALL 10" -45° ELBOW ______________________ ~_ EA I IIISTALL 10" G.V. PER I.R.U.0. STD. DWG. W-11 _____________ ~_ EA 4-I NS TALL 6"' -90° ELBOW ______________________ ~_ EA EA. /N.!T,iLL ,¢' G~ Y&W ;PER IR.W.a J'TD, tJIYa. W-1/ _____________ ~- /RfTALL /t:1'%4"' TEE ________________________ ~_ EA. INSTALL 6" R<'ll4LE C#Et"K J',ILl'E N?li"Td( C.YHJ: ,lff,W4LY (CU-ifJL ¥/!LJEL /~ d.{' H/RJ'EY MOPEL :;,:;,cr) PER DETAIL SHEET C-2 __________________ EA ItlSTALL 6" tl<l1/NE CI/Et',/'KILYEAU6Y4LY ,'¥,l' /.R.l«a .J'Ta It'-/✓ {lld Fa Cl?RN.' .t',;;>)!> INSTALL 6" -45° ELBOW IDlEll / EA A, EA IIISTALL a· v.c.P. "'"" LF INSTALL 6" V.C.P. I LF ' ltlSTALL 4" V.C.P. <lo LF IIISTALL V.C.P. WYE OR TEE (SIZE AS REQUIRED) 6 EA COHST, STD. H.H. II PER CITY OF NEWPORT BEACH STD. 402-L MODIFIED U/FLAT TOP PER D.C.E.N.A. STD. PLAII HO. 505 __________ ~1 _ EA COIIST. SEHER CLEAN OUT PER CITY OF ti EU PORT BEACH STD. 400-L .\-EA - e,. ?,!-&?, SHEET 0,C,S,B,M, STAMPED U-740 RESET 1970 ABOUT 25 FEET WESTERLY OF THE CEIITER- LltJE OF AIRPORT WAY SOUTH, AT DRAtlGE COUtlTY AIRPORT, ABOUT 200 FEET tlDRTH- EAST OF THE HARTltl AVIATIOII FLITE CEIITER, 162 FEET SOUTH OF THE AIRPORT BEACOII TOWER, 15 FEET IIORTH OF A FIRE HYDRAtlT, B FEET tlORTH OF A LIGHT POLE (IIUH3ER I) , SET 1t1 TOP DF THE SOUTH- EAST CORIJER Of A CDHCRETE SLAB AROUIID THE KOLL CO. LEROY CRANDALL 8i ASSOC. .t -. ____ ...._._., --·----. --•'( ·l Construction contractor agrees that in accordance with generally accepted con~~ction AU.. UNDPOIIIOUMD UTILITID 011 •nHJCT\111111:11 IID'OIITl:D 9'I TNI DWNIII 011 DTNla AJID TMOII ■MOWN -TIii IIICOJICIII lllAMINID Afll INDICAT&D WITN TNIIII A-INAT& U,C.O.TION AMD lllTltNT. TNI OWNIII •v ACCIPTINCI TMDI l"LANI 011 --•-WITN IM'1t0¥1MIHT'■ ~IISUANT Tl"lrlllTO ACIIIIIEl9 TO A .. UMI UA.ILITY AND TD MOLD UNDmt. ■ICINI.D HAlll1U.UII l"OII ANT DANAOU IIUIILTINO P'IION THI IXl■TIHCII M UHDCHIIOUND \ITILITID OIi IJTII\ICT\IIID NOT 111:l'OIITID TO TMI UMO.:JIIIIOloflD, tf01' IMDICATID ON TMI ~Ill.le ltlCOIIOII lllAMINID: LOC:ATIID AT YAIIIAlofCI WITM TMAT llll'OJtTIID DII ■IIOWN OIi JICCOttOII IIU.NINID. TMII CONTIIACTOII I■ IIIOUIIIID TO TAll:I DUI NICAIITIOMAIIV MU.\lltD TO P'IIDTICT THI UTIUTIQ 011 IITRUCT\1111!19 ■MOWN AMD ANT DTNIII UTIUTra 011 91'1HJCT\llll::S l'OUND AT Tl-11 ■ITI, IT ■NAU.. 1:11 Tl-111 CONTIIAeTOII .. --■l■IUTY TO MOTi"°' Ttl= CWM!:ie, 0#' "nl=: \ITILITl:S 011 C'l'ffll=nlll:, ~=--=D 1;="011: ffAlffl- g '~ ~'~~~~!~~~~ Re.svB. G83 MERIDIEN NEWPORT BEACH HOTEL r1r1. c-91/Rer A DROP IIILET. 1979 ELEV. • 46. I 6 4490 VON KARMAN NEWPORT BEACH, CA_ 92660 (714) 833-3030 JOB ADDRESS 4500 MAC ARTHUR BLVD. -NEWPORT BEACH, CA. 711 N, ALVARADO ST, LOS ANGELES, CA, 90026 (213) 413-3550 J,0, KIRKGARD JAMES L VAN BEVEREN R,C, E, 10441 R.C,E, 17785 practices, construction contractor will be required to anume sole and complete responsibility for < job site conditions during the course of construction of the projec~ including safety of al! p~reons G::tfomb Cot..nci ~ and property; that this requirement shall be made to apply contmuously an.d not b~ limited to of(h(.] ~•-t, normal working hours, and const~c~on contract?r f_u.rther agrees to de!e1;1d, mdemnfly llll:d hold ~-- ~ design professional harmleu from any and all l1ab1hty, real or alleged, m con~ection with ~he Slcut::UVtV0...,'!:!'1' . performance of work on this project, excepting liability arising from the sole negbgence of design profession.a!. •.._ ---··--· -------· ----, _____ ....... ·-~· -.-.-: .... \) ,=}/ PO 801<. 2!5Go0 • 1<101 QUAIL $TREET. NEWPORT ■EACH, CAL!FORNIA 0:llHl:S r;::::;,,J !71•1 e,:,:,-0070 WOIIIII, • n. c. E. 27987 ' /P.!PUGII tSHAOtr P,t.~N £1 ON-$/TR 9.flYE~ t~T.f/? ANO 31"0/ltv~ I.J~AIIV PLAN OF ~ SHTS. :7. :;:4. • "t'.' C ·i !Y),.=-'f'<.,i::", ·;:-~_T,.1:i .Jy ~(,:_ ;-Of?/h .. .ot rt :;,,-i:=: •-: R!i·,.-..,~... ..~.....:-::;-•.f< :'., _4. di--~ .=r- TYPICAL /5' /5' PCL. LINE 4 </:. oF owr: PCL. LINEy'e i OF DW. r· t/POEfCllT L/PE r(lr ,",4YEMEPT fR7/dP SECTIONS FOR LOOPED DWY. AROUND HOTEL N,T.5, SEE PLAN FOR APPlluATIONS I 1/z" FIN.Gfi:O. @ PG.G. CURB§ GUTTER DETAIL N.T.S. /J.FTIJ/1. C.B. No.2 N. T.S. ( 3:/f 8/\TTER c.· '/z" Qo-':Q P.C. C. CURB ONLY N.T.5. 9. ,, :z 'Ill Ill' \J' DE \AIL-C.!!:! \..J~ 10 u:u" ✓ff.18 T.C. ,l.f.//r.L. ,1,1:7.9 ·re. ,15,,t.9 /.L. E)'/.J'T. C. d 6. U.l:,!tJ) T.C. (.,/ff.JO) l'J!. ~R,1",W6' LtJT ~-,: <!". ~ MERI.OIEN lt'tJTt=L PARKING J'TRUCTv'RE -.,. ..., ..,,,_ t. «' ""' «-..,,_ I l TEHNIJ' 1~-~ ~ b IJ, ~i/ t" / ~ -\I l & 1 LE6E/.IIJ t PRtJ/'ERTY LIN'E R/lfl' Rlt:h'T tJ,.C f{,'AY ~ CEI.ITER Ll#E- © GATE Y,,/L//E A !"IRE /-IYOR4/IT Ctiti. Cv'R.6 c£ Gv'77EJ? W.M'. • Jv:1TE,e !WETE'"R D a.r.?. 6,tCK ,.CLtJW ?RE//EI.ITE-R D f'/\fi:KING DRIVEW/\Y 6l /Xi. FAOc ' ..._____ UJ/OEf,llT L/PE n:1£ 1'-'WNEPT .J'ECT/11» t IJET4/L C.I). M,. G H.T.5.. TYPICAL SECTION FOR PASSENGER DROPOFF owr. ¢. VlP PARKING PCLl/NE ef <t. OF LOOP DIV'( f'l/\NT£F( /6l/\ND G,' VA.elE5 1.5-/. MIN N.T.5. t/1,/0ERet/T LIA/.t= --"-SEE LOOrEo OWY. T'ff'. SeuTION'...____ __ M,e ,..,,,E,IIE#T JEt'T/d,</. TYPICAL SE GT/ON FOR TAXI DROPOFF N.T.5 4' /!J((. TN/?E,,WEO etEAII-OUT CAP ,,usN f.P'/N. <ll?AOE F/.V. <ll?AO't' 1---4" '-Y.C. {s&ll."4/ R/JM TN~M/JEO tJPE E.vO T,J P.'t'E/;E C:O. C.11" l--,1• l!Y.C, {sC.N.iO} i.J'/JENO -,5• ~Y.C. (SCH.40/ WYF 4••~ OA'AtPilA/i? DIA. TEIZMlt-JAL DIZAIN LINE CLEAt-JOUT DETAIL @ ACP 0 TOP VIEW 4" 051!. C,¥EC'K V,,LYE OllEc'Td.e tWti:'K Afff.Y/JtY (tU-1111! .VdDEL /6 dR #E£Jff ,Yd,?,'J! /Ji7C' .E) /t>R @) ~u ./JBL. C.11/Ci: //,,IL //C PETECTt7,e t',¥Li.'"K .4f.fFAl'/5LY (i:a-1,u Vd,OEL /C dL' #EL'.fEY Al',?J?,!'L .i'i7C E) rd,!' @) ----c.,.P. .00u'8L C#ECk' r'ALVE /.JETEc· 'R Ch"KK A5.fEN.iLY ' I.JETAI' C..8 M, . .9 U.T.f CD!IST . .5A.c. OYFll CDMl'~'ftD NATTY~ S::,IL DE I AIL C.e> N! II ~T0. .·":-'/t ~,___,,,,_~"'""~F~:~•-c•====~ ~,lL-ll--'-\..'.:12"<:.:c:::.-':::_'?:_· J:'·.:.j: '::,..--:-::;i, 4---':12•.r:o ., .. D""J~. ~-... }~ ~;"'-=· : ·.: ,:_, ,. >-~.....Jc~......,.j;)~:, r~-••r•~~. 1z" c.s.,. :: ,<: a_'"'S.cc.l)~· _ __, __ • ,. ,; , .40.10 /NY. c,:;._,,;;:,-.;.,~;.:;;;.-~rJ,:·.·. • /.Z"'.£0, ,:t::;1:a--:a:z-"➔'·--::;"a::" .. .:;:,.:.:; ... ~-. :·;: : , ,. CON.Sr. tt" C.S, P. {lfi ~) • 2 • l'IEC£ £l£DIV PROFILE H<'Tf0SEE-l"L,11/ R1R Ldt'.ITldP @) TEMPORARY-INLET DETAIL 11 NOS ,W ,IT,'!I//P '9/UTi' ar.EoUN. ""' 6 ';,.,rC, {.ftw "'1) G,/! G' ,ILIJ {stw 4/J) H416'HT AS A).°"':Q £iRob~3-Rr OR ELSE!L VALVE e,o~ 4"FL&. C,,'I. O~ D,I.P. SPOOL ro",,_4." ?!Do_f='J..J..fr~___,"wo==t:=~t ru!OUOEft - c,,"C.,l,OR. Q,\.P. $FOOL oc ;'-41,.--~-lJl/l\~ A~~ I I <t;, ''c.r, OR. u.J.l'. SPOOL .,;,cc..:c-.r-c;.'' 90° FL6 ~'R:r, l!•c.:~~:t---<,,'' fLb>lCT <:,0°£!L C.01-lCf<.ETE iHR\;5T aLOCI/. c;;''k,p CLASS 1$D • , ELBO\.J '\_/:\D.)USTABLc GflLV, r'IP€ SQPPOR:'°.S G '' 90° t:f: l:L."-C.0Nl!E.CTTO EX.(;" A,c,'P.@7....s' 6£/11f.l01</v✓ GRlf.JNEL FIG. z."q A'-',; C.01.JC, SUl'PO~ l'l."1'1,?," X 1z.' 01::E:'P. WATER SER.VfC.G 9 hETfR. VAL\L.T I IJSTL. DETAIL @ ,:Jr a.s-clireefetf ~ LR.U(O. m.rpecfdr //.T.J: A.G PAVEMEMT BROOKS PRODUCT ~ I-KT G" E:.XTEN!?!,lON -'-:........:.C..:.:..--4__J 8ROOK5 PKOOUCf l•Hl I-RT C49T !RON ~FF/C COVER !!,KOOK-=> PROOUCT Nr? /-RT e,GOY -1---G," A.c;.P. PIPE (l.EN@l!-1 AS, REQUIREO) OJA. x a,.'' A.C.P 45',, REOUC!NG WYE. DRAIN L/Nf:;. DIA. PER PLAN 1•-100• f ~ BJ~.~~!~=~-~~~~~~-~ MERIDIEN NEWPORT BEACH HOTEL Q {=:J P.O. 90ll 215110 • 1401 QUAIL STREET. NEWPORT 9£ACH, CAU~OFU•IIA 112151113 U1•J 11:,:,-0070 ®WIT/-ltJUT r.O. Cc'#N~CT/0.1/ L---=-===----------~~;;;;·;;;;;;::;;;;;;::;;;;;;::;;;;;;::;;;;;;::~~t;;r77f.~ri!t;i'R.::~:::.O.::~:::::~::::'T.::Cl:::~:::::WM::::ff:::::::Tl◄::t?.=. ____ ~-----==_,:_ ____ __! _____________ .;.._J_ _____ ~_~ ____ ~ /d-/.,/.,13 /,J -13 -,!J , -1.1-e~ e,-~I -I}~ SHEET OF G SHTS. •-·· <,C<'.:-J /r1~;(.;_ ~~, _.i,-f H~ t•:..· - r-:.-l .. rt ... ...:.,,r,;_r.:..-:.;...,._'---,..:::: .• -:-,=,-- ' ')J \ ' • \ , I \ .. ' ., \ / \ I I •~c;;it"c ' < ' -"c I < r r;sJ, I I / / 20 0 / / L/;1,/E GRAPHIC SCALE 20 40 ''\d' .,.,, ~ "'f...O: ~,'\_ "" ' ~-~ ~~-.f' -'5' / / 60 CONTOUR INTERVAL :: I FT. 80 ;:;; 'l ~ -~ ~ : ' ' I .. I - • ·..9> ' '--? 6" >-c:-r,n. ' ~-6',5.)?~!JS 7. ' -r 4Y.4'.3~J'.- 11 l{#.99)f'L_ ---;,I ,m.,o /NV. :JI".£,?, lltlT 1/tJTE-' • ,,.,,.,,,,,, "' az</JTLU't7/,?;/· "7,//T,G/C.TdL n? ff,l'I/Y UC,,1174</ (1,,e All /%/.f'T.Wd PT/L/T/.Ef .;t/HP_ /✓d7fC. T a/ /?,UeE. • / f ALL ,!fll/,'p,?/q Cd.V.VUT/d,U.f ,4,l!E ~• ,c.e✓ ' S,P,u,/,</q 9t"E, (2/.VU.ff ,<.t!?;E,IJ). t"aVTRACTdR Td H!'b/Y aw,<IE?"'7/.d',.</ LdllT/d,5/.I' ,,1/Q,o ELEllfT/d.Vf ,P,l'/(U!' Td edHfT,l'&'t:T/tJH (.re .HEC,r'AP/t'AL EM::W:E£:J" ~Uf} ~ ,fLL fFJVER /.V,IJ .f'Td-,IJ,l!;//.V L/,<IE.f ,4Q - ,,P,e(Y.J7E~ {'t(PLEff,.PdTEO}. Ct ,,, ,, .., 1/ / . ,- \ ' I CONSTRUCTION NOTES FOR WATER FACILITIES ONLY @ INSTALL 10" ACP (CLASS 150). @ INSTALL 6" ACP (CLASS 150). -. ® !~TALL ·10• X 10" TAPPING SLEEVE ANO G.V. WITH fLG X R,T. AOAPTORS PER IRW!l STD -® 'INSTALL 10" x 6" TAPPING SLEEVE AND 6" ,G,V. WITH FLG X R.T. ADAPTOR PER IRWD STDS. ® ,CONSTRUCT THRUST BLOCKS PER IRWD STD. IJ'.16. W-5. ·' @ INSTALL WdTER SERWt'E &. METER Y4M'.T I'll DET,1/L C/1 fh'EET c-z aR A5 DIRECTED ,&y /.R. IY.£1. 11/.fl'Et'TOR @ @ @ @ @ ® ® INSTALL INOUSTRIAL FIRE HYDRAHT INSTALLATION PER IRWD s,:D. WJA. INSTALL 10" -45° Et:BOW. INSTALL 10" G. V. PER ,JRWO STD. D'JG. W-11. INSTALL 6" -90° ELBOW. INSTALL'6" DOUBLE CHECK VALVE OETECTOR CH[{:K AS$Y. (CLA-VAL ~DEL 16 OR HERSEY MODEL OOC-II) PER OETAIL ON SHT C-2. INSTALL 6" DOUBLE CHECK VALVE ASSY. PER IRWD STD, W-14 (F.D. CONN. ~OT REQUIRED)', INSTALL 6" -45° ELBOW. / @,M.29 Vt76<'dTE.f .S!'H'EL J'T,JT/t7JIJ' ( fffd?) ,il!iWTE.f' .1'7dRM LJRAIII /. /• / ;; ; , • .f?;(T/d// ~'/ # 1/ ,f;;;\__ IJElltJTF5 IJUIL0///6 / / _/1/'~ ~ CtJL{l,t,fJ( L///E.f , 1/ ,()/f/1:1$/T/d.U dF ll/.!T. TLEE.f --~.,,. IY/1/t'H ,t'..!i::/U.IU RE#.:?RIL Td §E '<' 's:""0 ) AT p/,.f'KT/6'..V f?,,C ,t'.,IA?PJ't:,r/PE ,;;-o) >-ALC#/T.ECT. -"<:" c:- A ,l'J5<,t?rt"S h'.V/J'KED <1,t',4PF ,Pf,e PHt:/.f',E G.i'AO/NG PL;fA/. .. ' Zl7l!:' Tc.] ..47.3")£':, 1 ' ' I ' .Z3f.c.: 4e,,73 F.l 1 -· ' ' ' ' ' . ~ ~ -- ';Jo ~ -., __ • . ' 47,70 -T,e,. G.i3 47.ZO f?. 4 07 -·C,_ ~ 57 F-l \ .; --'--.~ ~#·o. f1 '< ~ ... ~-"~ 0. 7Zi• __QJO_'/_,__ / / r 0. 70·1. / ~~--!:-~ '%. -... "t~ --z~ "0 '---, 45.1"JFL W,<WEL ll}IOER £r/.f'T C. 4 B. IS+'ZO 24'~.D. - '!,9.79 ,~v •I I I f .;!8 EHOU" .P, 9.91/W. ' ' ' ) t:--H--------,-i--,4'4''---+----. ., l I i ' I 11 \ I IQ/fT.15"1'/#E J ""'" $J'fdf • fl/ , • 1/' \' ',) \ ~ NOTE-' •: \ ...,,.-/?Rdt'l1SR' 0/,<'-TE' SEWER f"' PER S',t'/URATE .J'l W. ..L \ ) h I I \ \ __ ,~· ~- VON ---MAN " KAR AVENUE X £ SJ ~~.~~~~!~~:::1:~~ Q l=:J PO llJOX 2,90 • 1 .. 01 OU ... IL ST"'£ET. NEWPORT tlEAC:H. CAl.fF"O"'N!A 92$1113 '"") 11133-0070 MERIDIEN NEWPORT BEACH HOTEL <JAi-SiTE-SE-tYR/<, WATE-11 AHO STtJPM P/?4/N PL4H .J.N.Zlll SHEET c-s OF G .SHTS . L'? t_£_f,1 /"II~~.;..,·.:..,-) rt:>;-!,_ i;:,.,-1.-!'01 '-!l",1t=:._~<E;,,;,,...._es.:.-: -:."'i="; ( ' j~ lj ~ ~ ~ ,, ~· . g' ~ s ~ ,._ . ~ s" tj <:i ~ ..,...,..0 " <l ~ -';, >" . .,. ~· '(j q~ F .. , <'(l s D 'I\,\ ;t ~" o ""·'"R.>o s· .) IN I X.. CURB ' ., .r " '- ~~ l~.f-45 ';;3'';;-;;,pse:be,.De,.-{lc; fuk; 4' '%,). 41.0<i I '::71 c:;::,e-llJ\..,e--( - f"OF< f"Lll\l,ze' coµ>JeGJ10IJ .17,~~J.a;'Ja';J.fGi')f;,:✓..;5.'f.o,. M::coec,./'--(q 7,VyE'LEv. -• r'Rt'l't'fEv Ct'R5f l'ER /1:/RR#/tF fze"a"llffc' ,P.(.,M/.J: , / I \ / E/PT. ;!Xl~T. Q,l'/Jl'EW4Y / / .. u: / i / #t:JTL' , '1 /Vp,e Tt' t:,1,l/fTRv't:Tlt'll CdUTR//t:Tt!R 717 l'E,(W')' ,!Llt:IT/t',l/ '71' A,U ffl.171,l/$ v'TILIT/E.f AUO ?.Rt7THT /,,V ,PLAt'E. '11.ALL d&?LP/A/U t""d...VPEG"'T/dQ.f ,,U!E 5' /RPM ,i!!t/~0/11$ l'At'E, (t/,t/LEff Pt'TE.O) t''7//TR4t:Tt'R 717 !'ERi/')' Ct'U,<'ECT/d,l/ LtNATlt';/.f' ;WP Hff4T/t',l/f r'Rlt'R Tt' C"PfThCT/aV-(.rEE HEC/r'4Qlt:4L 61/G"/IIEERY /'LA#.f.} ' '-'" fEJ?a ,11/P fme,v LJQ/,(/ L/IIE.f DE' /'RIY//TE, (IIULEfJ Pt'TED/ , • (l!N"'"-dd) i,.f.<'t'TEf fTt'R# 0£.(N ✓T4T/D,</ ®-OEHd T,E f BI/ILLJIH6' CdLUtYA/ L#/.Ef A OE.Vt'TEf ,<1,V/f#EP &RADE /':R /R&'lfE aRAi,/116' r"L41/ \ CONSTRUCTION NOTES FOR WATER FACILITIES ONLY ® @ ® @ @ @ @ @ ® INSTALL 10" ACP (CLASS 150). INSTALL 4" ACP (CLASS 150). INS.TALL 10" X 10" TAPPING SLEEVE ANO G. V. WITH FLG X R. T. ADAPTORS PER !RWO STDS. CONST. THRUST BLOCKS PER IRWD STDS. DWG. W-5. INSTALL INDUSTRIAL FIRE HYDRANT INSTALLATION PER IRWD STD. W-3A. INSTALL 4" DOUBLE CHECK VALVE DETECTOR CHECK ASSY. (CLA·VAL MODEL 16 OR HERSEY MODEL DOC-II) PER DETAIL ON SHT. C-2. ADJUST EXISTING WATER METER TO NEW PARKWAY GRADE (SEE PRECISE G.P.r. INSTA,L 4" G. V. PER IRWD STD. DWG. W-11. INST ALL 10" X 4" TEE. ,'lf,fi't .d R L. A p;$7'n" ./J".dd' 37..fl' ~ R'teG'~~,,, ✓F.tJtJ" , .. -,r T u.,.· ,&.JI' © ,lfJl'p~I ,k/" ll.f<>' ~Z7' 1azr 0 AVENUE 0 C) 0 0 z -, 0 C "' z -, m ,, ;; r " 0 N 0 ,. 0 "' 0 "' 0 "' "' ,. ., ~ n "' 0 ,. r ~ ~ "&i11.,"WillimnCJiit>st Cl/!. d;lJ.ssocwtes PROFESSIONAL ENYIRONMENT"'L ENGINEERS !o PL ... NNERS PO BOX 2'590 • 1"01 OU ... IL STREET. NEWPORT BEACH. CALIFORNIA 112883 C 7 I_. I 113-3 -0070 ' MERIDIEN \ \ \ \ \ • • • TS V) '-j ::0 f'1-i f'1-i '-j NEWPORT BEACH HOTEL ON-SIT£! Srt1/EJ:l, WA'TER /JNO STOR/v1 DRAIN PLAN J.N. 2 8 I I ) I SHEET OF G. SHTS. . -. -'.