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STANDARD NOTES 100. START OF WORK: NO WORK 'M-IATSOE\IER SHAU. BE STARTED Yt!THOUT FlRST HAVlNG OBTAINED A GRADING PERMIT AND PUBUC WORKS PERMIT FROM THE CITY Of NEWPORT BEACH. 101, NOTiflCATIONS I, INSPECTION: INSPECTION SHAU. BE CALI.ED FOR THROUGH THE ENGINEERING DIVISION, CITY Of NEWPORT BEACH, (9'4-9) 639-0500, TWO WORKING DAYS IN ADVANCE PRIOR TO STARTING WORK. 2 UTILITIES: THE CONTRACTOR SHALL GIVE UTILITY COMPANIES TWO WORKING DAYS IN ADVANCE NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 3. UNDOtcaoum> :5f.R\1a: AL!Rl: lHC: CO,JIRACTOA SH.lll CM.L ut~rto S(R~Cf -'URI 1-(e,oo) 221.-;zooo 'TWO 'WOftkrh't OA~· PRIOR·TO M4V· [XCAVATIOH. 4, DISCREPANCES: lHE CONTRACTOR SHAU. IMMEDIATELY NOTIFY 'THE CITY OF" NE\liPORT BEACH AND THE CIVIL ENGINEER UPON DISCOVERING ANY DISCREPANCIES, ERRORS, OR OMISSIONS IN THE PLANS AND SHAU. RECEJ\IE Cl.ARIFlCA 110N ON THOSE ITEMS PRIOR TO PROCEEDING. ~-PRE-CON MEETING: CONSlRUCTlON SHAU. NOT BE STARTED WITHOUT FlRST NOTIFYING nlE CITY GRADING INSPECTOR TM> WORKING DAYS IN ADVANCE AND HOLDING A PRE-CONSlRUCTION MEEllNG. A PRE-CONSTRUCTION MEETING OH Tl-IE SITE IS REQUIRED. BEFORE lHE START OF WORK IMlH THE FCUO'i!ING PEOPLE PRESENT: O~ER, GRADINC CONTRACTOR, DESIGN CIYIL ENGINEER, SOILS ENGINEER, GEOlOOST. 102. Pt.ANS AND SPECS: ll-lE APPR0\!£0 SET Of PLAHS, OR ANY REFERRED STANDAROS OR DOCUMENTS OH lHE Pl.ANS, INCLUDING ,ALL N1PROVCD RE"1.SfOttS llWIElO st,4AU. Bt Ott nee .J08 SITE AT AU. TIMES. fAILUR( TO HAVE SUCH °" SITE 5lllol.L DE CONSID£RED A STOP WORK BY CttllHACT~ 103. :r ~~t~-H~~~Ot~ =~~~~~~~c:~NCIJk~~~L~D BIJ'ORE 7l0D A..U. OU ANY OA'Y AUD UO ¥.ORK Si<,\lL 8(" DOU£ ciH SAMmA'YS, ruH0AY, A'ffi HOUOA.YS OR PER THE CITY CODE. 104, REQUIREMENTS: 1. OlHER PERMITS: THE CONTRACTOR SHALL OBTAIN ALL NECESSARY OSHA AND NPDES PERMITS. THE CONlRACTOR SHAU BE HEl..D RESPONSlBL.£ FOR COMPLIANCE YlllH THE APPLICABLE PERMIT REQUIREMENTS, 2, EXCAVATION SAFETY: All. EXCAVATION SHAU. BE IN ACCORDANCE Yt1TH SAFETY STANDAROS SPEOflED IN CAL-OSHA. EACH SIDEWALL SHAU. BE SHORED OR SLOPED IN ACCORDANCE Yt1TH OSHA REGULATIONS, AS REQUIRED TO PREVENT HAZARDOUS CONDITIONS, 3, PLAN CHANGES: NO CHANCES IN "THE PLANS 'Mll. BE MADE AND NO EXTRA 'M'.>RK PERFORMED UNLESS SO APPROVED BY lHE PROJECT AND DESIGN ENGINEER AND CITY. -4, STANDARD SPECS: ALL 'NORK SHALL BE IN ACCORDANCE WITl-1 THE REQUIREMENTS OF "THE CITY ENGINEERING DEPARTMENT AND TI-IE LATEST ADOPTED EOITIOHS OF: STANDARD SPEC1F1CATIONS FOR PUBLIC WORKS CONSTRUCTION ~~ r~PGB~5 =g:cr::,tl~~DTH~r~~~~'!t~ri¾n~~-l~~=~)~T~~1'RD PLANS, A. COPY Of lHE MENnotl[I) OOC\JMEHTS SUAl..l. M..SO BE RETAINED ON 'Ill£: Sil£. ~£WR SPECIAL REQUIREMENTS CONFUCT ON ANY SUBXCT IIATTCA, Tl-IE CITY ENGulllR SHAU. DETDDJltn: Mtl(:H REQUIREMENT OR CODE SHAJ..L GOVERN. 5. EXCAYATI<lti OF lR~tS;; 1HE CONlllACTOR SHAU. ouriJN AND P_R0\10[ fflE CITY MlH A C~Y Of A FtRM)r FROM ll-lE 01,\-\~ OF l»OUSTRi'L SAFETY PRIOR 10 COMUE.Hrul'G TI-IE r:,./;AVAllON OF A TRENCH Fl\£ FEET IN DCPTH OR GREATER. 6, DUST CONmOL PflOIIT: THE PERMITTEE rs Rf?QNSJEU (OR OUST CW1RQL ~ ANO C0MPtJN«;E WITH All SOU"TH COAST AQl.fD RULES AND REGULATIOttS. P(RUlrrtt IS RESPONSl8LE FOFI OfUAl14NG All. REQWt[O PERMITS ANO APPROVALS FROM AQMD. All. GRADlNG OPERATIONS SHALL BE SUSPENDED CURING SECOND (OR WORSE) STACE SMOG ALERTS BY AOMD. 7. SANITARY FACILITIES: SANtTARY FACILITIES SHAl..l. BE MAINTAINED ON THE SITE. 8. DRJJHMi£ PROTI::CTIOl'I: NJ. O,SnNO ow,m~cr coum;a OH THE PRQJ:'.C'T ~T[ lWSl CONtl.'NE ro IVHCllON" UNTIL FACILITIES TO HANDL.£ &TOO>,I. 'WAlER M(C ArPRO\R Al!O FlJNCTTOUAl.. APPROVED PROTCC'~ M£A$U.qJ:$ AHO TEMPORARY DRAINAGE PR0\1$10,tS ~AU BE US[O 10 Pfl01£Cl .ADJOIHWO PA()PCA:TI[S ~ GR~ (M M.L CASES, lHE PERMITTEE SHAU. BE HELO LIABLE FOR AAY 0N,O,t£ DU£ lD OBSIRIJanNO t~AruRAJ.. OOA.lr4ACI: PATltR)jS. 105• STGIU'WA.~~~~~~$ ~~~(J,Jkl~~ .Jb~~W:oo~t~~ :%=trlr ~ or NfY WATeR QUMJTY stA.HOAftD: CMJS£ OR: ~EA~ 'TO C,iWSE PCUJJTK)tf. CCtH,t,M!Jli1.110tl. OR ~CE; ~ =T~~~Jr:1~~~Jr ~m;~ =~=~~~~ ~cnta~~'7 SPUS: w= Fll()t,0 P"'"l5. StAJHS. Sl'.AlN!l5. Q.~ lMS. PESllClll<S. 1ttR810CCS, V,000 ~ATIVES .,,0 SQ.'-'Jfl5: AS8£S10S ~ P-"Hl A..AKtS QR sruca, f'R,'Cl,jDffS: runs. OU. w~ AHO k'tORAIJUCi RAOl'AlOO Off O°'TTD\"'I' F\UOS.: f'VfT'IUU'JtS. YOeCl,E/1:qulPM(Hl WA.$1 WATE1J ,'UO COHCRCTt WASH WAltR: C(WNtf."TE. OCTDtWif ~~~ ~=w:~~~~~~~.ki,~:. ~; ~g:c:.t~m~N«I~ A SP£QAED NID COH'rR[I.J.J]J AHO TtMPORAA'f AAEA 0N-Sl1'E. Pl~Y SEP.MATED rROt.1 POtrnftAL SJORM W,A"T[R RUN-OFT, "Mlli 11-IE ULTIMATE DISPOSAL IN ACCOODANCE YIITH LOCAL. STATE. AND FEDERAL REQUIREMENTS. 1. OEWA'TERINC OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS \1A SllRFACE EROSION IS PROHIBITED. OEWATERING Of NOH-COHTAMINAlED GROUNDWAlER REQUIRES A NATIONAL POLLUTANT DISCHARGE EUMINAllON SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL. WATER QUALITY CONTROL BOARD. 2. AU. STORM DRAIN INLETS SHALL BE STENCILEO WITH GLUED MARKER STENCILS OR PAINTED WITH "'NO DUMPING, DRAINS TO OCEAN• WITH THE CITY APPROVED STENCIL IN BLUE PAINT OR CASQA APPROVED BMP SE-1.5 STENC1L.£D \omBAGE. • SEDIMENT FROM AREAS OISnJRBED BY CONSTRUCTION 51--IAU BE RETAINED ON SITE USING STRUCnJRAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. • ~;~sOl~:JN~ci r~n~~ p~~~i~~%.~t~~l~iiN~~~I~=~~~ ~~D~TE TO • =~ ~~pi1~:11i~=•~g:1:E ~~1=-DRAl~ Cf ... ~~ :~~~ING PROPERTY BY YAND OR RUNOFF, • RUNOFF FROM EQUIPMENT ANO \'EHICL.£ WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNU:SS lREATED TO REMOVE SEDIMENT AND OTHER POLLUTANTS • ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWAAE OF THE REQUIRED BEST MANAGEMENT PRACTICES ANO GOOD HOUSEKEEPING MEASURES FOR THE PRO,£CT SITE -'HD ANY ASSOOATED CONSlRUCTION Sf-'GING -'REAS. • AT lHE END OF EACH DAY OF CONSTRUCTION ACTl._.,TY AU. CONSTRUCTION 0£BRIS NlO W-'SlE MATERIALS SHAU. BE ca..LECtm AND PROPERl Y DISPOSED IN lRASH m RECYCI.£ BINS • CONSTRUCTION SITES SHAU BE MAINTAINED lN SUCH A CONDITION lHAT AN ANllctPATEO STORM 00ES NOT CARRY WASTES OR POU.UfA.tns fn' 1Nt SITE. OISCH~ Qf' lr,IAm:aAL OTHER THAN SlCRMWAff:R ARE AU.O'M.!D ONLY VIHEN P~ECCSSARY F'OR PCRFORMANCE ~ c<J,1Pl.£l!Off OF CONSTRUCTio,f PRA-CTIC(.S ANO =-~~O ogA~~r~~c:. ~~~~~ ~ ~~f~!WOR~~.Wt~RA ~~f~~~~ c;: QUANTITY REPORTABLE UNDER FE0£RAL REGULATIONS .fO CFR PARTS 117 ANO .102, • • r="'J:ttr:i.&.~~'JN; ~»~ ~~~~s''ttf{;;'.{"°" ~~ ~~m:r~"'~E~~=f;'li ~t."'lf'f"JM~.mx· ENGINE/EQUIPMENT STEAM ct.EANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. •OORlm:; CONS'O(!J(:hOH, DISPOS~ tY SI.JOI MAltRIAl.S.~OOUI 000.IA IN A SP£0AEO ANO CONTROUfD tn.lPOOARY AA[J\ ON-SITE Pl!YSICALL'Y stPAR/1.TEO rRQ,f POfDfTIAl STOR'-IWA'IER RUNOFF, WTH ULTIMATE DISPOSAL IN ACCORDANCE 'M1H LOCAL. STA"Tr, AND FEDERAL REQUIREMENTS. 106 UTILITIES: 1. PROTECT DOMESTIC WATER UNES IN PL.ACE. 2. "THE CONTRACTOR SHALL ASSUME AU. LIABILITY AND RESPONSIBILITY FOR ALL EXISTING UTILITIES SHO'lft.l ANO NOT SHOVIN OH Tl-IE PLANS. 3. A MINIMUM ClEARANCE OF SIX (6) INCHES SHALL BE MAINTAINED ABO\£, BELOW, OR BESIDE ANY EXISTING S\JBSTRUCfURES. 4. THE CONTRACTOR SHALL NOT OPERATE MAIN LINE WATER VALVES, -5. l1lE ux:,nc:., loffl>-Pl<O~OI< cir~flum •n><t RtSPONSllliulY or nt?~m 107. EXCAVATION: 1. UNUSUAL. CONDITIONS: 'M-iEN UNUSUAL CONDITIONS ARE ENCOUN"JD\EO ON lHE SITE, THE SOILS ENGINEER SHALL BE CONSULTED FOR RECOMMENDATIONS TO ENSURE 1HE REMEDIAL MEASURES OUnJNEO OR NOT INCLUD£0 IN THE SOILS REPORT. 2. DUST CONTROL: ntE CONlRACTOR SHALL KEEP THE CONSlRUCTlON AREA sumCIENn.Y DAMPENED TO COHlROL OUST CAUSED BY GRADING AND COHSTRUCTION. WATER SHAU. BE APPLIED TO THE SITE l'MCE DAILY DURtNG GRAD4NG OPERATIONS OR AS OlHffi'MSE DIRECTED BY ntE arr INSPECTOR IN COMPLJ-'HCE MTH SOUTH COAST AQMD RUL£ 40J (FUGITIVE DUST EMISSION), A GRADING OPERATIONS PLAN MAY BE REOVIREO INCLUDING WATERING PROCEDURES TO MINIMIZE OUST, ANO EQUIPMENT PROCEDURES TO MINIMIZE \IEHICI.£ EMISSIONS FROM GRADING EQUIPMENT, CONlRACTOR SHAl.L AT All. TIMES PRO._.,OE REASONAEIL£ CONTROL Of OUST CAUSED BY 'MNO. J SURPLUS MATERIAL: ALL UNSUITABl.£ ANO SURPLUS MATERIAL SHALL BECOME THE PROPERTY OF lHE CONTRACTOR, AND SHALL BE REMO~D FROM TI-IE SITE. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMPSITE OR TO A PERMITTED SITE APPRO\IED B'I' THE OfY ENGINEER. 4. GROUND WATER: IN AREAS 'M-IERE GROUND WATER Wll. BE ENCOUNTERED DURING CONSTRUCTION, THE CONCRETE SLABS SHAI...L BE CONSlRUCTED 0\/ER A 6 Mil PLASTIC MEMBRANE, THE PLASTIC MEMBRANE SHOULD BE PROPERLY LAPPED, SEAL.ED, AND PROTECTED 'MTH TWO INO-IES OF SAND. 5, U,IF"AVMla.E WEATHER: NO n..L. ~All BE PL.A.CtO. SHEAD, Oil R<lllll) Dllmftl UNFA~ YIEATHER ~ISC~~~ru,~~~=~~t~t=~ ::?~l1~SJ~~E~~TIL 6. DESIGN CIVIL ENGINEER: "THE DESIGN C1Vll ENGINEER SHALL BE AVAIU.BLE DURING GRADING TO VERIFY COMPLIANCE 'MlH THE PL.ANS, SPECIFlCATIONS AND, ANY SPECIAL CONDJTIONS OF THE PERMIT 'NITHIN 11-IEIR PERMITTED AREA, 7. BACKFlU MAlERIAL.; THE TYPE Of SOIL OR REQUIRED IMPORT TO BE USED FOR BACKFlll. SHALL BE EXAMINED, lESTED ANO ApPROVED BY ntE SOILS ENGINEER PRIOR TO DELIVERY TO THE SITE. B, WAlER REMOVAL; THE CONTRACTOR SHALL PRO...,DE -'ND MAINTAIN AT All. TIMES DURING CONsmUCTlON AMPLE MEANS AND DEVICES WllH YIH~ TO PRot.lPTL Y RD,40'¥£ AND PROPERLY DISf'OSE Of AU. WA 1ER FROM ANY SOURCE ENTERING lHE EXCAVATIONS AND On-lER PAR"TS Of' THE WORK. 9. ANY DIRT, ROCK, OR COHSTRVCTION MATERIAL lHAT MAY BE TRACKED OR DROPPED 'MTHIN THE PUBLIC RIGHT-Of-WAY DURING THE TRANSPORTATION OF SAID MATERIAL OR BY ECIVIPMENT ASSOCIATED \lr1Tli lHE PRQ..ECT SHAU BE CUANED OR REMO\U> DAILY AND AS DEEMED NECESSARY BY nfE GRADING INSPECTOR. 10. SITE MAINTENANCE: CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH CONDITION THAT AN ANTIOPATED STORM DOES NOT CARRY WASTES OR PCUUTANTS OFF" THE SITE, 106. EXISTING IMPROVEMENTS: ALL EXISTING PUBLIC IMPROVEMENTS REMOVED OR DAMAGED SHAU. BE REPLACED IN KIND. 109. INSPECTION: THE INSPECTOR WILL OBSER'-'£ THE WORK AND NOTIFY "THE PERMITIEE OR HIS AGENT ~EREJN IF" IT FAILS TO COMPLY WITH lHE APPROVED PLANS AND SPEOFlCATIOHS, THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE Cff'I' ENGINEER A MINIMUM Of TWO WORKING DAYS BEFORE THE GRADING OPERATION IS READY FOR EAOi Of THE FOLLOWING INSPECTIONS; 1. tt9p64 V:isefCf!PW Yi-HEN THE PERMITTEE IS READY TO BEGIN WORK, BUT BEFORE ANY GRADING OR BRUSHING IS STARTED; 2 W!He'ff QtMCf fl~ AFTER FORMS AND PIPES ARE IN PLACE, BUT BEFORE ANY CONCRETE IS PL.ACED; 110. EROSION CONTROL PLAN PER OTY OF NEWPORT BEAOi LOCAL I1.APl.E.MENTATION Pl.AN (UP) SHALL APPLY TO THIS PRD..ECT. GENERAL OR SPECIAL NOTES FOR PLAN SHEETS PRIOR TO THE ISSUANCE Of TI-IE CONSTRUCTION PERMIT, TI-IE CflY SHAU. REQUIRE THE PERMIT APPLICANT TO INCt.UD£ THE FOU.O'MNG AS GENERAL OR SPECIAL NOTES ON "THE Pl.AN SHEETS FOR NEW OCW..OPMENT OR SlGHIFlCANT REOE',£1.0PMENT PRQ.ECTS: SEDIMENT FROM MEAS OISl\JRBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING SlRUCTURAL BMP CONTROLS TO THE MAXIMUM EXTENT PRACTICABLL STOCKPILES Of SOK. SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SllE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFT, VEHICLE TRACKING, OR "WINO. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDES SHALL BE JMPL£MENTEO TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE F"AC1LITIES, OR ADJOINING PROPERTY BY 'NINO OR RUNOFT. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNL.ESS TREATED TO REMOVE SEDIMENT AND OTHER POl..l.UTANTS, AU. CONSTRUCTION CON.lRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF lHE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR fflE f'RO.:ECT SITE AND ANY ASSOCIATED CONSlRUCTION STACI.NG AREAS. AT THE ENO OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION 0EBR1S AND WASTE MATERIALS SHAU BE COI.J.EC"TED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION lHAT AN ANTIOPATED STORM DOES NOT CARRY WASTES OR POU.UT ANTS OFT THE SITE. DISCHARGES Of MATERIAL OlHER THAN STORMWATER ARE All.OYtEO ONLY YittEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND M-IERE THEY DO NOT: CAUSE OR CONTRJBUlE TO A \10lATION OF AH.Y WATER QUAI.JTY STANDARD; CAUSE OR THREATEN TO CAUSE POU.UTION, Cet!TAMINATION m NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABlE UNDER FEDERAL REGULATIONS 40 CfR PAR-r.i 117 AND J02. DURING CONSlRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPEDAED ANO CONTROU£D TEMPORARY AREA ON-SITE PHYSICAUY SEPARATED FROM POlENTIAL STORMWATER RUNOFF, MTH ULTIMATE DISPOSAL IN ACCORDANCE "WITH LOCAL. STATE AND FEDERAL REQUIREMEN-r.i. a OEWATERING OF CONTAMINATED GROUNDWATER, OR DISOIARGING CONTAMINATED SOllS ._.,A SURFACE EROSION IS PROHIBITED, OEWATERING OF NON-CONTAMINATED GROUNDWATER REOUIRES A NATIONAL POLLUTANT DISCHARGE £1.JMINATION SYSTEM (NPOES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER Qt.JAUTY CONTROL BOARD. PLAN 0-IECI< FOR PR0-1:CTS 'MTH ALTERNATivE TREATMENT CONTROi.. OMPS (SEE DAMP SECTION 7, EXHIBIT 7.11 SECTION 333,) IF AN APPLICANT El.£CTED TO UTILIZE ALTERNATIVE lREA TM ENT CONTROL BMPS IN A PROJEcrs CONSlRUCTION PLANS, "THE CITY SHALL RE.QUIRE THE PRO..ECiS ENGi.NEER OF RECORD TO CERTIFY THAT THE ALTERNATIVE TREAlMENT CONTROL BL4PS ARE EQUAU Y OR MORE EfFECTl'-"E IN POU.UTANT REDUCTION lHAN COMPARABLE BMPS. EROSION CONTROL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAll..ABL.£ AT All TIMES DURING THE RAIN'!' SEASON (OCT. 1 TO APR. JO). NECESSARY MATERIALS SHAU. BE AVAIL.ABLE ON SITE AHO STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION Of TEMPORARY DEVICES 'MiEN RAIN IS IMMINENT. 3. .. 7. •. •. EROSION CONlROI.. ornCEs SHAU NOT BE REt,IO'vtll OR MootFlED WllHOUT APPROVAL Of THE BUILDING omCIAL AlJ. Ab.lOV"8LE tR~Ol't PROTtC"Trd: ONCtS StWL 8£ IN Pl.ltte AT ~ ENO Qf E.AOI ~HC OA.Y '8i04 l1lC ~OAY RIii' .PIIOOMl!Urt fOO!CASI exams 10X. AFTER A RAINSTORM, All. SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BEAMS AND BASINS. GRADED AREAS ON THE PERMITTED AREA PERJME:TER MUST DRAIN AWAY FROM THE FACE OF Sl.OPES AT lHE CONCWSION OF EACH WORKING DAY. DRAINAGE: IS TO BE DIRECTED TOWARD DESILTING FACILITIES. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS VIHERE IMPOUNDED WATER CREATES A HAZAROOOS CONDITION. THE PERMITTEE AND CONlRACTOR SHALL INSPE.CT THE EROSION CONTROL WORK AND INSURE THAT "THE ~ IS Iii ACCORDANCE "MTH niE APPROv£0 PLAN. THE CONTRACT~ IS RESPONSl8l£ FOR All. EROStON CONTROl BMP APPLICATIONS AHO lRAfflC CONTROL MEASURES DURING THE V!£EKl Y WORKDAY OPERATIONS, POST CONSTRUCTION ~INC HOURS AND Vl£EKENO-HOUOAY PERIOOS. DURING NON-COHSlRUCTIOH PERIOOS. Tl-IE EROSION CONTROL. ANO TRAmC COHlROl APPLICATIONS SHALL BE SELF-SUSTAINING, N(GOTIABLE. a.£ARLY ._.,SIBLE NTH APPROPRIATE SIGN AGE 'THROUGHOUT THE DURATION OF CONSTRUCTION WORK. ENVIRONMENTAL NOTES 1, lHE PERMITTEE SHAU NOTIFY All. GENERAL CONTRACTORS, SUBCONTRACTORS. MATERIAL SUPPLIERS, LESSEES AND PROPERTY O\IINERS: "THAT DUMPING OF CHEMICALS INTO A STORM DRAIN S'l'STEM OR WATER COURSE IS PROHIBITED. 2. PERMITTEE SHAU. MAINTAIN CONSlRUCTION SITE IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTE OR POLLUTAN-r.i OfF "THE. Sl"Tt, POTENTIAL POU.UT.ANTS INCLUDE. BUT ARE NOT LIMITED TO; SOI.JO OR LIQUID CH04ICALS SPILLS; WASlE FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES. PESTICIDES, HERBIQDES, WOOO PRESERVATIVES AND SOLVENTS; ASBESTOS FlBERS, PAINT Fl.AKES OR srucco FRAGMENTS; FUELS, OILS, LUBRICANTS, ANO H'l'ORAULIC. RADIATOR OR BATTERY FUJIDS; FERTILIZERS, VEHla..E/EQUIPMENT WASH WA-n:R ANO CONCRffi WASH WATER; CONCRETE, DETERGENT OR fl,OATABl.E ¥1'ASTt: WAS'1T.S FROM. NfV ENQNt~EttT STEAM CLEANING OR CHEMICAL Ol~C AND StJPERCHU)FtlfATED POTAm:E '#ATER UNE n.uttauo. DURING CONSlHUCTION, PERMITTEE SH.U DI~ Of SUCH MATERIALS IN SPECIFlED AND CON1ROU11) TEMPORARY AREA OH-SITE. PHYSICALLY SEPARA"TED FROM POTENTIAL STORM WAlER RUNOFF, 'MlH ULTIMATE DISPOSAL IN ACCORDANCE \!An-I LOCAL., STATE AND FEDERAL REQUIREMENTS. 3, PERMITTEE MAY DISCHARGE MArrRIAL OTHER THAN STORMWATER ONLY 'M--IEN NECESSARY FOR PERFORMANCE mo COMPLETION OF CONSTRUCTION PRACTICES AND YIHERE 1NEY DO NOT: CAUSE OR ~TRIBVlE TO A ._.,Ol.ATION CF ANY WATER OUAI.JfY SlANDARO; CAUSE OR lHREATEH TO CAUSE POWJTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FED REGULATIONS .fO a'R PARTS 117 AND 302. -4, DEWATERING OF CONTAMINATED GROUND WATER, OR DISCHARGING CONTAMINATED SOILS 'v'IA SURFACE EROSION IS PROHIBITED. DEWATERING Of NON-CONTAMINATED GROUND WATER REQUIRES A NATIONAL POLLUTANT DISCHARGE a.JMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE RECIONAL WATER QVAUTY CONTROL BOARD. 5, SPECIAL NOTE: • SURVEY MONUMENTS SHALL BE PRESERVED ANO REFERENCED BEFORE CONSTRUCTION ANO REPLACE AFTER CONSTRUCTION ON PURSUANT TO SECTION 8771 OF "THE BUSINESS ANO PROFESSION-'L CODE,• 15. CLEAN EXISTING STORM DRAIN LATERALS TO MAIN LINE FROM CATCH BASINS. VICINITY MAP~ NOT TO SCAI.£ ORl° SHEET SCHEDULE SHEET NO. DESCRIPTION C-1 1111.E SHEET, "10NITY MAP AND NOTES C-2 S£Vi£R PLAN AND PROfll.£S C-3 DETAILS C-4 EROSION CONTROL PLAN AND DETAJL CONSTRUCTION NOTES 0 CONSTRUCT PIPE BEDDING PER OTY STANDARO DaAIL STD-106-L ® CaiSTRUCT MANHOI..£ PER CITY STANDARD DETAIL 511)--.f01-L 0 OONSTRUCT SOim LATERAL CONNECTION PER OTY STANDARD DETAIL sro-~L 0 CONSlRUCT !iOt:R LATERAL Wnl CLE.ANOUT PER OTY STANDARD DaAILSID-406-L AL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG ij -~ i \t" 1------------------------------r----:;;;~~~;~-----------------------,----------------------------r-----------------"T"--------------------------------,--------~~_·c't R E V I S O N S ,,, I hereby certify that this grading plan has been completed BENCHMARK: PLANS PREPARED BY: l lhisapprovedplan. TITLE SHEET ~•i ~~~~ ~~::~~MM~t~~f1~ ~~AiV:t~Ei?~oJ~;:J)/~M~ ~\~f OF Myhra & Associates C-1 -, "'- INIDlSl'CTION OF PAOAC COAST HIGHWAY AND NE\IPORT BAY CROS~NC, 42 FT. SOUTHERLY PROJECT: 1 ~ g;:lR~~i:J:tJt~u~~N;:risEAJf~ril!~\:s~:~A~.THESOUTHERN ;~:'~"~·~:n,~;;tite lll 128 Kings Place, Newport Beach, CA 92663 1--------~ i El.EVATION = 19.259 FT. :::":~;~•:~:~!~1;so SHEET 1 OF 4 ~ 4 CT. . NUMBER DATE INJTIALS APPl/0 DALE V MYHRA C/\:R.C.E. # 10912 .___....,__....,_ _ _._ __________ ....,_ _ _._ __________________ __. _________________ __J_ ___________ ..l,_ ____________________ __JL,_ ____ __J 50 45 40 35 30 25 20 15 2+00 CONST. 4"C.O. INSlDE EASEMENT FOR HOUSE SER"1CE TIE-IN. (CONTRUCTOR TO LOCATE EXIST. HOUSE SER"1CE Ull£) 80.00' \ \ \ \ \ 6" •YELOl,(INE"_/ m'E Of PIPE 1+50 EXISTING 6" SEWER LINE R E V I S 0 N S NUMBER DA TE INITIALS TING NATURAL GRADE 10.00' v,c. LINE ,, A,, 0+50 1+00 TRACT 1219 LOT 10 APPV'D 40 35 30 25 20 15 5 UNE •o• \ I hereby certify lhat this grading plan has been completed this approved plan DALE V. MYHRA CAf ,C.E. # 10912 Date PROFILE HORIZ. 1" • 20' VERT. 1• • 4' BENCHMARK: LIN E 0+00 0+50 TRP,Cf J 219 LOT ID LINE ,, B,, ,, B,, PLANS PREPARED BY: 'STUB W/ PLUG 1+00 FOUND 3 ¾" OCS ALUMINU~ BENCHMARK DISK STAUPED "3K-24A-B2", SET IN THE TOP Of A CONCRETE BRIDCE DECK, ~ONUMENT IS LOCATED IN THE SOUTH\\£ST CORNER Of THE INTERSECTION Of PACIFlC COAST HIGHWAY AND NEI\PORT BAY CROS~NG, 12 FT. SOUTHERLY Of THE CENTERLINE Of PCH AND 37 FT. EASTERLY Of THE \\£ST END Of THE SOUTHERN GUARD RAJL ALONG BRIDCE. MONUMENT IS SET mR \\STH THE ~DEWALK. Myhra & Associates ELEVATION • 19.259 FT. 202 Fashmn Lane, Suite 11 3 Tustin, CA 92780 Phone : (949) 382-1360 Fax (949) 743-0956 30 25 20 15 10 5 CONSTRUCTION NOTES 0 CONSTRUCT PIPE BrnDING PER aTY STANDARD DETAIL S10-106-L 0 CONSTRUCT I.IANHOI.E PER OTY STANDARD OITA.IL S10-401-L. 0 CONSTRUCT SE'wER LATERAL CONNECTION PER CITY STANDARD DETAIL \::...) STD-405-L 0 CONSTRUCT SElE,ft LATERAL 'MTH ClEANOUT PER CITY STANDARD DETAIL S1'0~L. PROPOSED SEWER PLAN & PROFILE PROJECT: 128 Kings Place, Newport Beach, CA 92663 C-2 SHEET 2 OF 4 R E V I S 0 N S NUMBER DA TE INITIALS APPVO 4" PVC ---- 'a, V C P & PVC SEWER LAlERAL CONNECTION TYPE "A" "TRENCH v,mll-l SIDES & BOTTOM, ±12" 6" PCC BLOCK SIDES & BOTTOM PIPE CR ADDLE DETAIL I hereby certify lhat lhis grading plan has been completed this approved plan. DALE V MYHRA CA·FLC.E. # 10912 Date NTS BENCHMARK: CONSTRUCTION NOTES: GENERAL NOTES: (D s• • <I" (or B" • 6°) ~-3~ PVC •I"' t.r<>nch lit1;.,9 ® ~-{a 6") ma,.,,.la, ""•er 'cl.-ol pip• p..-SID-406-L IM ,o>idonljgl snorlolorols oh<:llbti ◄" dOTiol., ,.!I 3 ---"'..-..-i. .... ..._,,, •• ,;ljomeler LarQer commercial lotW, n•q,,R "'J>oclo! Ci} ~~=•~: "'":' b;~~::;-:1 ;:~-,~~:c~~co er -covphngs k>r di ~)'I' cul-In, 0 u:i,ti~~ a· VCP ,c~er m~:n J Pipe end fi!l"'9' st,oJI be e<th.-SDR-J5 PVC or YCP PVC I• pt•forred ABS p:pa 11 olli<:Uy prohloil.-d r,::,. 4"(or6") 45'[1.Ro\olo m1rg lopro,ideproper,ortlcd \:'.,I ondhorizonlolGl~rn":nL CITY OF NEWPOR'r BEACH PUBUCWORKS DEl'AN.'I Mt::"1-T SEWER LATERAL CONNECTION TYPE "A" ' ·~====::.:::,{:: ------·L.1::ft-~ ~(1;{.:j~1.Ji(!mLInJe, e,.i. c;,c..,.-,,,tc;ce,:.~-.,W ABS;,:pe or r.,\.,9• ~-di~•..:: >.: 5 ... or :~t,ro., sha-1 h• ,,,,peel~~ b)· 1,. Utl'!lo!s DPr' c·~ ~• ,ep ;.,-e,d ,1 ne:~ssory to me~'. c~,rosl c"ly s\cr<l<Y:<s CONSTRUCTION NOTES: 0) ~~\~~n:•~~rs~e~!~~~o~!:1: ~ "S"001lop @ ~:J~1~:1"'~:;;.n;,t~~·;;~tt"~;~11 G) 4" (or 6°) 8:R-J5 PV:: 45•~..,,d 0 :;;,,,~"(or6"x6") SOR-~F'~C 'll)"lhronoh @ 4" (or 6°) ABSsloppe-(iOhue•clu<U ore lluooed) © i::,Jor6")st:<irtpioce,SDR-l5PVG 6• 0 -1-" (at 6") rub~er --1oncled ~ clo-nph,ncoor ~►~equoi @ 4"(at~")prY<J\1 ae--erp1pe 0 :~ 4• (or 6") "'Y" brood Mli,.g SDR-J5 @ ~~~n11i!/=t~ = c~~~~o~": ,.,a @ Side,..oi~ re;,cx:cmenl ,i,oll be :r. fuK pone' GENERAL NOTES: 1 for siop<, les• lhan r,· por fool a 6" lolero-. ohall ~ u•ed •ith o m:nlmum o.!Clf>@ • )I," p.,. foal J. a"'3llOl.ll •~cl• bb kl>ltrl<>d ol Pfc;perly If.,.._ 4. ~~eddz,,:~ co"""' >hall l>e Brt><>1,., ~Wucl1 Mo 4TT or J.&R-Mo ◄T S, Cl~ool co...-, ~I ,n aidewotaa may bo ~ ,....,,,.b No.1 -R8 Olld No.1-R (co~• covcr) or J.&R Na. I ■ ~ ~ ~rmisa"-1 only. 6 ~"er d.-..t ,....,. pipe rr.clcriol Wall be SDR-J5 PVC o•crpt .t.oro ~:;:l"'.l o, -,r,oln i1 1/CP in whkh can vrP pip.a end !ll\"i,9• .,,WI b• 7 PVC 1h<1<1bwSC~-J5 porASTIA ~.l-4. I! P~C pipe asd 'i:hn91 U\cil he bedded .,,tt, 3/," ttuohed rod< maleriCI In onaa ol !J'OUOd lial"' or li</1 wol., Ji!," cruo.~MI rack. 9 'Miu• \/CPmal .. ials oc.u1ed, b<!dd..,91ho.llbe sl<r1jord 10 Sin~ rnmoy resodences st,.,;1 be 4," d,,..,.,e1..-~ olhen ...,,.I be 6" 11 Saddotyp1c.,.,neclion•lo!ll""',n<ir,1an,p,ol\hllied,e•c""lbyspeciol pem,i,,..iM lrom lhe Ullol~• Sup.,.;n\.,,denl (Then mly m old concrete rra"'I ,.,l~ heavy ~o••) CITY Of NEWPORT BEACH PUDLIC WORKS DEPARThlJ;"NT SEWER LATERAL WITH CLEANOUT PLANS PREPARED BY: FOUND 3 ¾' OCS ALUMINUM BENCHMARK DISK STAMPED '3K-24A-82', SH IN THE TOP Of A CONCRETE BRIDGE DECK, MONUMENT IS LOCATED IN THE SOUTHl\£ST CORNER OF THE INlERSECTION Of PACIFlC COAST HIGHWAY AND NEl\l'ORT BAY CROSSING, 42 FT. SOUTHERLY Of THE CENlERUNE Of PCH AND 37 FT. EASTERLY Of THE \\£ST END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. MONUMENT IS SH LE\U \\\TH THE SIDEWALK. Myhra & Associates 202 Fashion Lane, Suite 113 Tustin, CA 92 780 ElfVATION = 19.259 FT. Phone:: (949) 382-1360 Fax· (949) 743-0956 PROJECT: 1 TRENCH IIJDTH SHALL B£ D.D. +-12" H/NlffUH, UR UJJ. + 20" HAXJHUH, JNCLUfl/NG THJCKNfSS CF TRENCH Sl-llRJNG DR SHEETING. e. BACKFILL SHALL N PER STANDARD rPCJ:Jl'KATims S[CTJ[]N 3U6-J.3, EXCEPT THAT R£LATJV£ ITJHPACTIDN SHALL BE 9fJ PERCENT HINIHUH. 3. ',/l-l[N Tl-IE HAXIHUH TRENCH '.l!DTH IS E.XCC£1JU, THE CDNSTRACTOR SHALL SUBHir TO Tl£ ENGJNffR FUR APPROVAL, IJfW,IINGS WITH SUBSTANTIATING ~CRINti CALCIJLATJDNS FUR THOSE IIJDr 1CltTIONS Dr PIPE STRDIGTH /INDlfR IEDfJlfiG 'w'HICH WILL PROV[J)[ AN JN-PLACE FACTOR DF SAFETY [OUIVALDff TO THAT PROVJIJ[.D IN fl-I[ CONTRACT. 4, BEDDING SHALL BE PER STANDARD SPECIFICATIONS S[CTJW 306-12.I, EXCEPT THAT, (A) CLASS J{}(}-£-100 SLURRY HAY Bf SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S DPTJON AND SOlf EXP£NS£ (8.J HAUNCH l(.D.iJhlfi SHALL BE HAND TAHP[D TD 901. RELATJVf COHPACTION HJNJHUH (OR PVC, RPH, HDPf, AND ALL OTHER FLEXIBLE PJP£ INSTALLATJONS. 'w'H[R[UPON TH[ REHAINlJH' OF BEODING (ABOVE SPRJNGLIN£) HAY BE" COHPACTED ClN:tRftJffLY VITH THE BACKFILL. 5. TRENCH RESURFACJNG SHALL BE PER STIJ.-JDS-L. R[VJS[D 6l200i CITY OF NEWPORT BEACH PUBUC woan DEPA.lll"Ml'NT PIPE BEDDJNG TYPICAL SECTION CONSTRUCTION NOTES: 0 ln•lcil manholo lromc & co-por STD-112-L ond STD-'1-09-L @c.,.,,,lruclcancr•t.collorl2"•6" @IMl<IIIJ'groder1ng...tier•r.~lred ©1n9lallE"grod<,r"19 @6"RL>l>b!!rc""Pli,g,,auls'<lemonhDleb,ue @1nolall1lep•pirSTD--40-4-l Cl1Y OF NEWPORT BEACH PU/lUC WOJlK.S DE!l'Alln.41!NT nr, L~ 4B" x 24" & 60" x 24~ ECCENTRIC CONE GENERAL NOTES: 1 Far drop manhole .... , drow"i,g STD---40J-L ,~, ... -1~ ... - ,·--0 1~,--• 2 lh■lfif/eror,ceff111!1~1"-ialeod"l"'1dollhein--1or~, =~channel:ihallt>eD.20'-t.Si,lrlllopeoho'"'1b J t°U'" .. ,. m011hde 011tal"•t:,p~ lay new ... ...-pip, th,..,._.,, ~ and <>Jl oolp~ ~ ch<:nnol att..-b<l!C ifl pau~ed. ~. ~t=~~~r~r~:J:Et£: «wL ~l,,tp"o,t -.lo man;...1 11!1111. illMllt ~...,. U.-oughc~g 5. 60" l,lar,h<>c lo--d..,lh ol 15' er groohr. STANDARD MANHOLE DETAILS C-3 128 Kings Place, Newport Beach, CA 92663 SHEET 3 OF 4 ' \ \ \ \ \ \ \ \ R E V I S NUMBER DA TIE INITIALS \ \ 0 N S APP'ID E)(JSTINC 6" SEl'YER LINE TRJ-\CT LOT I hereby certify that !his grading plan has been completed this approved plan. ), /, ( !/ J \1 ' ~\ \ \ DALE V, MYHRA CA,R'.C,E. # 10912 ·, 2i 9 10 BENCHMARK: \ \ \ \ \ \ \ C{. uJ / 0 0 _J SCALE: 1" ~ 20' rnuNo 3 ¾" 0CS ALUMINUM BENCHMARK DISK STAMPED "JK-24A-82", SET IN mE TOP OF A CONCRE1E BRIDGE DECK. MONUMENT IS LOCATED IN TliE soumYIEST CORNER OF mE INTERSECTION OF PACIFlC COAST HIGHWAY ANO NEV!PORT BAY CROSSING, 42 FT. soumERlY OF TliE CENTERLINE OF PCH ANO 37 FT. EASITRl Y OF mE \\EST ENO OF THE soumERN GUARD RAil ALONG BRIOG£ MONUMENT IS SET I.EVEl l'llm mE SIDEWALK. ELEVATION • 19.259 FT. SAND BAG BARRIER SE-8 N.T.S, \ \ PLANS PREPARED BY: Myhra & Associates 202 Fashion Lane, Suite 11 3 Tustin, CA 92780 Phone : (949) 382-1360 Fax: (949) 743-0956 PROJECT: POLWJTON PREVENTION NOTES IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE EUMINA TION SYSTEM (NPOES) PROGRAM FOR CONSTRUCTION, CONSTRUCTION CONTRACTORS SHALL INSTALL ANO MAJNfAltl APPROPRIATE 8EST MANAGEMENT PRACTICES (BMPS), AS SHOv.N IN THE EROSION AND SEDIMENT CONlROl PLAN, ON AU. CONSTRUC110H PROJECTS. BMPS SHALL BE INSTALl.ED IN ACCORDANCE 'MTH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN ACCORDANCE 'MTH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE PROJECT TO PRE\>ENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORM DRAIN FACILITIES. AU. SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWAUES, AREA DRAINS, NA1\JRAL DRAINAGE COURSES, 'MND, OR VEHICUE TRACKIIIG, UNDER DIRECTION Of THE ENGINEER Of RECORD, EROSION AND/OIi SEO:MEN f CONTROi. DEVICES SHAU. BE MOOIFlED AS NEEOEO AS THE PRO.IECT PRO<;RESSES TO ENSURE EFFlECTIVENESS. DRY SEASON REQUIREMENTS (MI\Y 1 THROUGH SEPTEMBER 30) SPEOfTED BMPS DRY SEASON REQUIREMENTS BMP 0£.TAIL(S)/sHEET NUMl!Ell A. 'MND EROSION BMPS (OUST CONTROL) SHAU. BE WE-1 IMPUEMENTED B. SEDIMENT CONTROL BMPS SHAU. BE INSTALLIED AND SE-1. SE-6, SE-7, MAJNTAJNEO AT AU. OPERATIONAL STORM DRAIN INLETS INTERNAL TO THE PROJECT. SE-B, SE-10 TYPE 3, C. BMPS TO CONTROL OFF-SITIE SEDIMENT TRACKING SE-1, SE-6, SE-8, TC-2. SHAU. BE IMPUEMENTED AND MAINTAINED. D. APPROPRIATE WASTIE MANAGEMENT AND MATERIALS WM-4 WM-5 POLLUTION CONTROL BMPS SHAU. BE IMPLEMENTIED WM-8 WM-9 TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONS1RUCTION MATIERIALS, E. APPROPRIATE NON-STORM WA TIER BMPS SHAU. BE SE-1, SE-6 SE-7 SE-B IMPUEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES. SD-13 NS-1 NS-3 NS-B NS-9 NS-10 NS-11 NS-12 NS-13 F. DEPLOYMENT OF PERMANENT EROSION CONTROL EC-2 EC-4 EC-5 BMPS (PHYSICAL OR VEGETII TION:?_.SHAU. COMMENCE AS SOON AS PRACTI L ON SLOPES THAT ARE COMPUETEO FOR ANY PORTION Of THE SITE. STANDBY BMP MATERIALS SHAU. NOT BE RELIED UPON TO PREVENT EROSION Of SLOPES THAT HAVE BEEN COMPUETED. NOTE 1: THERE SHAU. BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABIUTY TO DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF TH~ SITE \IITHl!I 4B HOURS or A PREDICTIED STOIIM EVENT (A PREDICTED STORM EVENT IS OEFlNEO AS FDRECIISTEO 50,: CHANCE or RAJN). NOTE 2: sumCIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMPS (AT THE SITIE PERIMETIER, SITIE SLOPES AND OPERATIONAL INUETS 111THIN THE SITIE) NECESSARY TO PREVENT SEDIMENT DISCHARGES FROM EXPOSED PORTIONS OF THE SITIE SHAU. BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTIECTIED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DESCRIBED IN ITIEM F ABOVE ARE NOT CONSIDERED "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. NOTE 3: THE CONTRACTOR IS RESPONSIBLE FOR AU. EROSION CONTROL BMP APPLICATIONS AND TRAmc CONTROL MEASURES DURING THE WEEKLY WORKDAY OPERATIONS, POST CONSTRUCTION EVENING HOURS AND WEEKEND-HOLIDAY PERIOOS. DURING NON-CONSTRUCTION PERIODS, THE EROSION CONTROL AND TRAmc CONTROL APPUCATIONS SHAU. BE SELF-SUSTAINING, NEGOTIABLE, CLEARLY VISIBUE 'MTH APPROPRIATE SIGNAGE THROUGHOUT THE DURATION OF CONSTRUCTION WORK. WET SEASON REQUIREMENTS (OCTOBER 1 THROUGH APRIL 30) WET SEASON REQUIREMENTS IN ADDITION TO THE DRY SEASON REQUIREMENTS: A. SEDIMENT CONTROL BMPS SHAU. BE IMPLEMENTED AT THE SITE PERIMETER, AT AU. OPERATION STORM DRAIN INLETS AND AT AU. NON-ACTIVE SLOPES, TO PROVIDE sumc1ENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. B. ADEQUATIE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT) SllALL BE INSTALUED AND ESTABUSHro FOR ALL COMPLEID) SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED 'MTH AN ACCEPTABLE ALTIERNATIE AS SOON AS IT IS SAFlE TO DO SO. THE FAILURE OF A Bl,IP MAY INDICATE 'THAT 'THE BMP, AS INSTALUED, WAS NOT ADEQUATE FOR THE CIRCUMSTANQ'.S IN WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST RESULT IN A MORE ROBUST OMP, OR ADDITIONAL BMPS SHOULD BE INSTALL£D TO PROVIDE ADEQUATE PROTIECTION. C. THE AMOUNT OF EXPOSED SOIL AU.OWED AT ONE TIME SHAU. NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING THE REFlERENCED STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPS PRIOR TO A PREDICTED RAINSTORM. D. A DISTIJRBED AREA THAT IS NOT COMPLETIED BUT THAT IS NOT 8EING ACTIVELY GRADED (NON-ACTIVE AREA) SHAU. BE FUU.Y PROTECTIED FROM ER0SION 111TH THE REFERENCED TIEMPORARY AND/OR PERMANENlS BMPS (EROSIOII ANO sa)JMENT CONTROL). THE ABILITY TO DEPLOY STANDBY 8MP MATERIIILS IS NOT sumclENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST AC1\JALL Y BE DEPLOYED. THIS INCLUDES ALL BUILDING PODS, UNFlNISHED ROADS AND SLOPES. E. sumCIENT MATIERIALS ~EEDED TO INSTALL REFlERENCED STANDBY EROSION AND SEDIMENT CONTROL BMPS NECESSARY TO COMPLETELY PROTIECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHAU. BE STORED ON SITIE. AREAS THAT HAVE ALREADY BEEN PROTIECTIEO FROM EROSION USING PERMANENT PHYSICAL STABIUZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDERED "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. EROSION CONTROL PLAN & DETAIL SPECIFIED BMPS BMP DETAIL(S)/SHEET NUMBER SE-1, SE-6, SE-7, SE-8, SE-10-TYPE 4 SE-1, SE-6, SE-8 SE-1, SE-6, SE-7, SE-8 EC-1 SE-1, SE-6, SE-8 SE-1, SE-6, SE-8 C-4 128 Kings Place, Newport Beach, CA 92663 SHEET 4 OF 4 r;cr,rr1 n-r"\ /11 l ,:-:\::,.-. l RECORDING REQUESTED AND , -• ~orded in Official Records, Orange County WHEN RECORDED RETURN T~f] • .'.'''. I 5 '): ro~)i11iri~11ilii11m1li1111ii~il~11111~~j111111111111111 NO FEE CITY OF NEWPORT BEACH CITY CLERK P.O. BOX 1768 Newport Beach, CA 92658-1768 Recording Fee: Exempt (Government Code-Section 6103) *$RDDD6D14416$* C7FCE U 2013000409091 2:12 pm 07/08/13 ~ ::1~ ';: · ~--:< 47 422 E01 5 . -· :-:NJioo o.oo o.oo o.oo 12.00 o.oo o.oo o.oo (Space above this line for Recorder's use) GRANT OF EASEMENT FOR SANITARY SEWER LINE PURPOSES FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Hazem H. and Nadine T. Haddad, owners of certain real property commonly known as 128 Kings Place in the City of Newport Beach, County of Orange, State of California, hereinafter referred to as "OWNERS," hereby grant to the CITY OF NEWPORT BEACH, a California Municipal Corporation and Charter City, hereinafter referred to as "CITY," an exclusive easement for sanitary sewer purposes and the construction, re-construction, relocation, operations, maintenance and repair of sewer mains, facilities and appurtenances, in, over, under, along, and across said certain real property described in Exhibit "A" and shown in Exhibit "B" which exhibits are made a part of this document. Dated:_~G _( {-+-+f:( ____ µ_(_?J _ Signature Print Name Signature Print Name ~27~ Hazektiaddad OWNER Nadine T. Haddad OWNER State of California County of Oi2.A-.,.l"'e:__ ACKNOWLEDGMENT } ss. On Of, -l '1 -2.-D l°l before me, CM-I2-,sn1>"'.,:t.. Storr ..s7-til).~,t.J , Notary Public, personally appeared NAc•IJf... kADi>Ac. /,/AiE""' kAui:>A-o ' ---------------------------------,who proved to me on the basis of satisfactory evidence to be the persones) whose name(s) is'/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in t:HslJ::ler/their authorized capacity(ies), and that by l:ti-sfher/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CHRISTOPHER SCOTT SHIRRAN WITNESS my hand and official seal. Commission # 1905568 ~ ;t Notary Public -California ~ z • Orange County ~ t ; 9 4i ,, 41Mx,E.~OJ,-tx~r~eg ~J\.2i1 !E (seal) ACKNOWLEDGMENT State of California County of __________ _, ss. On before me, ______________ , Notary Public, personally appeared __________________ _ _________________________________ ,who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) BEING THAT PORTION OF LOT 9 OF BLOCK D, TRACT 1219 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON THE MAP FILED IN BOOK 38, PAGES 26 AND 27 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHERLY 10.00 FEET OF THE EASTERLY 146.00 FEET OF SAID LOT 9. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. ~ALDEN & W"nSSOCIATES CIVIL ENGINEERS -LAND SURVEYORS-PLANNERS 2552 WHITE ROAD, SUITE B •IRVINE, CA 92614-6236 (949) 660-0110 FAX: 660-0418 EXHIBIT "A' LEGAL DESCRIPTION FOR SEWER EASEMENT W.O. No. 1697-369-002 Engr. J.W. Chk'd. J.W. Date 04/02/2013 Sheet 1 of 2 CURVE TABLE CURVE DELTA RADIUS C1 9°00'00" 180.00' SCALE 1 "=50' ~ALDEN & W'nSSOCIATES LENGTH 28.27' CIVIL ENGINEERS -LAND SURVEYORS -PLANNERS 2552 WHITE ROAD, SUITE B •IRVINE, CA 92614-6236 (949) 660-0110 FAX: 660-0418 LINE TABLE LINE BEARING L1 N 10° 57' oo" w L2 N 21° 36' 30" W LOT 8 BLOCK D LOT 9 TRACT 1219 __ ---{45,00' 22J.2A' LOT 10 DISTANCE 21.44' 85.00' EXHIBIT "B" SKETCH FOR SEWER EASEMENT W.O. No. 1697-369-002 Engr. J.W. Chk'd. J.W. Date 04/02/2013 Sheet 2 of 2 CERTIFICATE OF ACCEPTANCE This CERTIFICATE OF ACCEPTANCE is to certify that the interest in real property conveyed by Grant of Easement at 128 Kings Place from HAZEM H. AND NADINE T. HADDAD, as Grantor and the City of Newport J;3;each, 1-California municipal corporation, as Grantee, is hereby accepted on . \UV\€ )( , 2013, by the undersigned officer on behalf of the City of Newport Beach pursuant to authority conferred by Resolution No. 1992-82 of the City Council adopted on July 27, 1992. The City consents to the recordation of said document in the Office of the Recorder of Orange County, State of California. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: £/!lo /IJ ; I By:,..£..l.L-~"""'-'---__,._{.:...._f o---=-r )_-,~ Aaron C. Harp City Attorney ATTEST: Date: __ __,_ _ __,_ ___ _ By: ----::!1---V-=---i.!...!..:____l[__~'-----"------::;;;;i..,.i~-- Leilan i I. Brown City Clerk State of California ) County of ORANGE ) CITY OF NEWPORT BEACH A California municipal corporation Date: Co(z~\ \3 • By: ~-:::::,,"=" ~ C.., \<....At\___ Dave Kiff.._} ~ City Manager RECOMMENDED FOR ACCEPTANCE: PUBLIC WORKS DEPARTM~/ Date: &-,;. f3 /_, By:~/ . David A. Wibb Public Works Director On 00h ( ,J/l. ,2o/3 before me, !{; rvt R-1 eff: , Notary Public, personally' appeared DAVE KIFF, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signa\urj'_ ~ _1k __ ~"---=---'-~~'-+----(Seal) l • I KIM RIEFF Commission # 1967536 Notary Public • California j Orange County !: M Comm. Ex ires Jan 26, 2016 City of Newport Beach 100 Civic Center Drive, Newport Beach, CA 92660 Permit Counter Phone (949)644-3311 1111111[ Ill jlll 1111 ~Ill 1111111111111111111111 ~11 1111 Permit No: N201 4-0407 Online Inspection Request -www.newportbeachca.gov I Online Services Project No : 1792-2013 SCANNED Inspection Requests Phone (949)644-3255 Job Address: 616 HELIOTROPE AVE NB Thomas:Guide: 919F2 Description : INSPECT PUBLIC ROW AND ALLEY FOR DAMAGES DUE TO NEW DUPLEX. R/R SIDEWALK PER STD-180-L. PLANT 36" BOX STREET TREE. REMOVE EX'G CARRIGE WALK AND INSTALL 3' WIDE STANDARD GREY CONCRETE CARRIAGE WALK, PLANT SOD/GROUNDCOVER IN PARKWAY AND BEHIND SIDEWALK, AND INSTALL 1 CURB DRAIN PER STD-184-L. Parcel #: Legal Desc: Owner: Phone: Address: Applicant: Phone: Address: 4590-520-3 - CORONA DEL MAR BLK 635 LOT 18 616 LIPO ASSOCIATES LLC 0 16 CLAY IRVINE, CA 92620 SAL GALLO 562-7 56-3841 [ ' Special Cond. : PRE-CON WITH PUBLIC WORKS INSPECTOR REQUIRED. CONTACT JOHN CONWAY, URBAN FORESTER @ 9-644-3083 FOR STREET TREE PLANTING. Permit Processing Fee : $242.00 Sewer Connection : Agreement Fee : $0.00 4TT Box Cover: Traffic control Plan Check : $0.00 Total Water Meters: Inspection Fee: $616.00 Water Meter Connection : Refundable Deposit: $0.00 Total Water Meter Box: Street Tree Fee : $0.00 Adjustment : Processed By: Date: _/_/ __ Utilities Approval : Date: _/_/ __ Traffic Approval : Date _/_/ __ General Services Approval : ~e D-fI.i1e-Date : ~t.1._t-14..._ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Contractor : Phone: Address: M S N POOL PLASTERING 562-756-3841 15660 YOUNGWOOD DR WHITTIER CA 90603 Contractor State Lie: 969647 License Expire: 01 31 , 2016 Business License: BT30047389 Business Expire : 05 31, 2015 Workers' Compensation Insurance -- Carrier: STATE FUND Policy No : 9093061 W. C. Expire : 03 21 , 2015 Total Fee Paid: Balance: Receipt No: (l.-e:;03::,..1, $858.00 $858.00 $0.00 Other Department : Permit Denied : _________ Date:_/_/ __ _________ Date :_/_/ __ Issued Permit : =S_'-________ ,Date : ~/~/~ ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 1-800-227-2600 or 811 l 1. 2. 3. 4. 5. 6. 7. 8. TERMS AND CONDITIONS OF ENCROACHMENT PERMIT Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance of a permit, is subject to rejection/fine. City reseNes the right to void permit if work does not commence within 30 days after date of issuance. The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit. All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. Permittee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director. A valid State Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or connection to sewer lines a valid State Contractor License Class C-42 is required. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half-alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected. The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate inspections by the Municipal Operations Department may be required depending on scope of work performed. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locate and pothole '\\_,. WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) '~fqertify that I have a Certificate of consent to~elf-i sure, Certificate of Worker's CpmpensayPn Jnsurance, or a Certified Copy thereo . /} Date: 9 /'i?/r'-/ Signature: 1/ ~~ ./' I __, CERTIFICATE OF EXEM ION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply 1 th the provisions of Section 3700 or thisyeJ1it shall be deemed revoked. /,. :1 Date: f/f/ /1/ Signature: ,-, ' • -~A/ ----, - CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right-of-Way. Date: _______ _ Signature: _______________ _ HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. existing City-owned utilities (ie: water, sewer, or street lighting conduits) to verify locations. Maintain a one-foot clearance over or under existing City-owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with \ Date: 4TT box over the riser. ,11,t----------------------------------=-.... Signature: _______________ _ ~roperly light~d barricades must ~e provided and maintained around all trenches, .excavations and obstru,ctions. All ls.ilnspections should be requested by calling the ,~,.lie orks Inspection signs, flags, lights and other warning and safety devices shall conform to the requirements of the current 'Manual of"', I I . Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the ['-Request Lme at: 949-644-3255. INITIALS: ----.-,--=--b---- 9. Califomia Department of Transportation. If needed, barricades can be obtained from the City at a charge of $10.00 / per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department. 11 . Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit. All vehicles shall be lawfully parked. 12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. 13. Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. All USA marks 14. shall be removed prior to Final Public Works Inspection. Refuse or unused materials shall be removed within 24 hours after cor11pletion of the work. If not removed, the City may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so seNice is not interrupted. To place a dumpster or materials in the public right-o\f-way, a Temporary Street Closure Permit must be obtained from the Public Works Department. 15. All above ground facilities shall comply with the Municipal Code, including but not limited to Chapter 13.20. 16. Homeowner, contractors, and subcontractors may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the Municipal Operations Department, Parks and Street Trees Division. 19. All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e. removals, exposing connections, etc.). Additional inspection fees may be required. 20. 21. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. Permit is valid for "description" of work noted on front only. Additional work performed mav reauire issuance of a separate permit and/or additional fees. No work related to this encroachment permit shall be performed until the Public Works Department has isSl,!_ed this permit. Applicant hereby acknowledges tJj!/she has read and understands the terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after i~s~nJE!, unles~ otherwise approv 1tl by the Public~orks Department Permit fees are nonrefundable. Please note: Preparation of Encroachment Agreement fee is non-refundable. Date: '7 (?I/~ S1~nature: / ~/ /,c"' ~ WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1::;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:::COMPLE.T:E:IHE>BELOW:.INF.ORMATfON:::;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:::::::1 PROJECT ADDRESS: ~ A V Jii-. • 'J ,: '.f' CJ- DETAILED DESCRIPTION OF PROPOSED WORK: :r 1A."11;e, /2..lf'IJ a..11?/ t-oolv..e. to J/\4MJ Mptey. Email Address: Email Address: Mailing Address: City/State/Zip: ALL CONTRACTOR INFORMATION IS REQUIRED-PLEASE COMPLETE Company (if different): /4 sf(.) Jobsite Phone: Other Phone: Email Address: Sta nse Number: xpire B--r-Expires: WORKERS COMPENSATION INSURANCE -Certificate of Insurance (Section 3800 Labor Code Company: ,,,,d Policy No: ~/ Expires: •5 . . . .. . . . .. . . . . . .. . .. .. . . .................................. ' .................................................. . ·Refon:ct:P.ayali.i~::t&::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .. . .. . . . . . .. . . . . . . ... . . .. .. . . . . .. . . . .... .. . . .. . . ... . . . ....... ' ............................. . M~ff:R~f:lin:c..i)\~~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: FOR OFFICE USE ONLY ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: c==J Traffic: .._! __ ____, General Services: ~ Other: Engineering Technician: Public Works Specialist: .s (_, f:/users/pbw/shared/encroach/masters/epworksheet.xls Fire: Permit No. N2014-04<>:t Public Works Department 949-644-3311 100 Civic Center Drive, Newport Beach, CA 92660 FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH APPLICANT: Permit Processing Fee: Public Worl<s Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Street/Alley/Walk Closure: • Traffic Control Plan Check PUBLIC WORKS DEPARTMENT $242.00~ $319.00~ $900.00§ $209.00 $495.00 $55.001 1 Inspection Fee: Public Worl<s Field Inspection Utilities Field Inspection General Services Inspection Refundable Deposit: Improvements Sewer Connection Fee 4TT Box & Cover 24" X 36" $139.00 Additional $154.001 $198.00 $154.00 TB D ._I _ __, TBD '-I _ __, $250.ooc::::=J $54.72c::::=J 8-1/2" X 11" $55.00§ -.:..:.=.=-=-=-=-=·=·=-===-===.:=~=:.,:=~==.,:~::.:==~~::..:.=,::1111:.r:.~-. ~.:..~=-.::.:'.='-~-.='..=..-..=-.~--=-.:..·.= r -:-:-:-:-:-:-:-rHE-FOllOWING:iTEMS·REQl:JIRE:AP·PROVAl:fROM·THE•:•:•:•:·:•:•:•. Reiieni.:ie·'.[Jjvisian:•:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-1 f ::::::::::::::::::::::::IREV.~Nve::o.:ivi"sio:~::r.Rio#fo:r.AY:MENT:OF}:j::e:r;i::::::::::::::::::::::::· ~PP.t6.y~ii::::::::::::::::::::::::l::::::::::::::::::::::::;:1 i · ■-• • -· • -•• • • -• • --• --• MISCELLANEOUS FEES- ■-■• -- • -• • -• • --■----• • 7 Qty. Budget Number 5200-5029 5200-5015 5200-5026 5200-5027 5200-5027 5200-5027 5200-5028 Certificate of Compliance Fee {+100% of hrly over 3 hrs) Development Services Fee Final Tract Map Checl<ing Fee Final Parcel Map Checl<ing Fee -Simple Final Parcel Map Checl<ing Fee -Moderate Final Parcel Map Checl<ing Fee -Complex Lot Line Adjustment Fee Parl< Dedication Fee Zone Street EasemWacation Fee {+100% of hrly over 4 hrs) Street Tree Fee ($700 Planting Fee) $288.001------l TBD 1-------1 $3,489.001-------l $374.001------1 $2,297.001------l $3,489.00 1-------l $1, 089.001-------l TBD 1------l $983.00 1-------l TBD ,___ __ __, 405-470_ 5200-5031 030-2284 -■ • -• ■ -111 ■-111 --• •-D Ill -=a■■-111• -a■-■■-■•-Ill Ill -■■-■Ill -■ ■ -a • -■■ -Ill■-Ill■-111 11' -1::1 ■ - Engineering Tech: Total Amount Due: For Finance Use Only S" tssi.~ Public Works Specialist: Receipt No. Rev. 12-01-2013 f:/users/pbw/shared/encroach/masters/epfeesheet.xls-revised Decemb er2013 \..:.) -Cl) 2: "O -C\'l a C: ~ e 0 l) (!) 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DEMA·ALA PRO..EC-1NO, 1321 BENGHHARK1 B.EYATll>IS SHOl-l/ lf3RB11 NIE &\5B>QIA&:.RJB8J')c"Cfl TO CF Tiff aRII 5HCl-l/ lBECI/. ;,.s;J.MD B.EYATit>/ • 100.1'1 BASIS Of 6EARlt.:6S1 8EJIRJl'55 9/a,ll H:REQI /IRE 8i,S6' a, 11E LJI.E BETrHN OfW,'6e CO.J/TY Mlfl'~S 6PS ca;rna. sunais 610CRI ND 6292 ll5VIJl/6 n:!Rn/ 4'~W 'EA5T. R!:YISIONS 6. 6. 6. 6. .6. _II 6. 6. 7 STA,VS, II SUBMITTAL 2 >!) SHEET ' s G-02 "' g ~er.A..,-,,; & ~ ,I ; I • I S.T IF -9/16/2013 12:30:36 PM •N) fi.EVIITION 15 ,IS5U'5) TO BE al5B) CXi loRtKfECTt.R/,J. FLOOR R./\H i-,m IIT /..E.l,ST S' ca<CRErE 5U18 ND 4" 5NO ff1H V/\F'CR /WlRIER PER SOILS REFOl<r. :aflR,'-'TOR TO VERJFr !-IJTH LI\ TEST N'PROVfD 5CXL5 <8'CRT ND S1Rti:7lR/\L ENSIIEfR FOR EXt\CT Sl./\8 ~n= A R.llLIC HORl(S DEPARTNENr ENCROACIH:NT PERl'DT IHSPE(.110N 15 REGURED e6'0RE 71E BULDING DEPNm-Bff "S<HT R>W. CNi BE IS&ED. /IT 11-E Tll'f: OF Fl.Bl.JC 1-/CR/:S DEP/\RTI-fHr //ISPECT1,)I/, IF I-Hr OF 71E EXISTING '!£UC IHPROVB1ENTS SRRCVIOING THE SITE IS D/\/'1A6ED. 1/51 COICRErE 5/C&ll,LK, ~ ND 6U1TeR. ND N.J.Er/$fREET P/\YB-B<T I-IL!. BE RECURB) MD 100: PND ST THE OIINER. S/\ID DETERHIN/\TION ND THE= OF rHE REPNR },I®( SHN.L 8E MNJE AT THE ascREr/ON OF 1HE AS.JC ;JOR/(5 ffil'ECTOR. '.II n'PR(NED ENCROI\Ot1&T PERI-PT IS REG.IRED F<R /ILL = /\CTIVITIE5 l4T!fN 11-E FlflUC R/6/ff OF I.J/\T. M ',J,,'CRCMCH18-/r /\6REEI-Bff IS REGtffi!B) FOR /\LL '/Ov-STN-ID/IRD IHPROVE.HENTS J.1/THIN 71E FWUC ?JSHT-OF-W.T. 1L1. /,IOR/( RB./\ TED TO W. TER IN THE Pl.llUC R/6/ff -oF-1.J/\ T l/1,\Ll. BE PERFORl'fD BT I\ C-34 LICENSED Pf PEL/NE :am&.CTOR OR /,JI A LIGEB} 5B6IAL EN6flEERING "D/TR,\CTOR. 11.l. WORX RB./\TED TO W.STB-b\TER IN THE FUIUC 'J6HT-0'71.J/\T SHN.L BE PERFCRJ-a] BT I\ C-42 LICEN!ED WITAT/ai SB-/ER CONTR!\CTOR ORM A LICENSED 5ENERN.. N5/-N5 CON1RI\CTOR. 67/\LL/\TIGW OF BOTTCN.ESS TREHCH DRNN /IT £l?J\IB-IAT ; NOT ~ PER N"PROVED GEOTECHMCN. N5/IIEE<JNG INVESTIG.I TION REPORT 0-E TO EXPN-/SIVE aLS FOTEHTW.. Ha/VER. arr l!Ut.DING DEPIIRTI-fNr rucr R$ARES THIS INST/\LL/\TION /IS /I CCW/TION OF FPRtNED ND ISSlWICE OF 5RAD/NG PERK/T. RCffRTTUIEFea8TS'AA/llEPSaiT CONSm UCTION NOTES: ON-SITE: 0 I1/STl'<.L 6' F1..NITER DRNN W ATR/1.N 6RA1c /OS /JO OR 52,\L (3) INST/ILL 6' SQ./1\RE GRATE t N)APTf'R. /IDS 640 OR EGUN. @ INST/ILL IZ' SQ C/\TCH /3,\S/N PER /OS /200 1-lTH GRATE ND FOSSIL RLTER INSERT OR arr /\Pf'ROVED = 0 INST/ILL 4' DR/1111 FIPE. SOR .:15 PVC OR l:OJl,L ® INST/ILL 15 Fr 0-,N} 4• FRENCH I:fWN IN CRUSMB:> ROQ( BED h'R,\PPED um FILTER CLOTH PER DErNL ONG-OS FOR DRT-1-E/\THER RLIHiFf' /\NOH/NOR RNN EVENTS. © NOT USED 0) CCNSTRIJCT 5' ca/CRETE Sl./l8 ON Gl<IIDE FfR saLS RE1'CIKT ~TIONS © CONSTRUCTS' THICK DR/VB,/1\T 8/ISE PER SOILS REPORT RECCff'11'MJ/\TIOI/S @ INST/ILL BOTTCN..E5S TREHCH ORNN AT llOTTa1 OF ORIVBII-.T /IS PER arr OF l6ffRT ilE/\CH ST,1/D,\RD. SEE DETNL ON 1K6 t 51:NERN.. N01E 11 @) Ct:NECT ROOF DOUISPWT TERH/N/\TE /\BOVE THE R./\TJ,:/OR!( /\NO SLOPE TO /£\REST MEIi DR/IIN. ® CONSTRUCT DECK DRNN ND comECr DIRECT!.T TO IE,IREST MEIi ORNN IM.ET. SEE DET /\IL ON 5HEET 6-!a TTPIC/\L @ NB-/ CH.J u-J/DSC.N'E I.J/\LL NID Pfl./\STER H,\X :1-d IIBV N.GJ EXTB?JOR FIIISH NID Ti/El\ TNENr PER ,\RQfTECTlR/\L R./\H ND Dff NLS. ® NEW LNIDSCAPE PAVING PER /IROfJTECTlR/\L R./\H ND DETNLS. ® II&/ PROPfRTT WE FBICE PER ARCH/1EC1U,\L R./\H ND I.NDER 58'/\R/\TE FERH/T. ~-. ' ,., ,: ,, OFF-SITE: @ RB'10VE /\LL EXISTING u.JDSC/\PE B.8'1clffS W.U... SR/CK STEPS ETCJ @ REMOVE EXISTl/15 C/\RRJ/\GE 14\LK. aET,IEB; SIDS,IN.X NID a.RB. REP/..1\CE I-I/TH 500 TO W.TCH EXISTING @ EXISTl/15 CONCRETE S/DSW.X -PROTECT-IN-PL/ICE @ CONSTRUCT /EJ,14' -L/\TERAL t CI.EN-IOJT PER arr CF l5#"rRT w.CH STNDIIRD CiR»ING S~L W TRAfflC BOX NID LIO. FOR RE/\R INT @ REt10VE NID RE-INST/ILL C2J II&/ G/15 HETER. FfR G/15 COl"F'I-Nr STAND,\RDS FOR SO'TH FRONT NID REAl'l l.NITS @ REFUICE EXISTING I.J/\TER METER SB?VICE TO SB?VICE FROl(r I.NT AND INST/ILL PER arr OF NB-i'ORT llE/\CH STND/\RD I 502-L FOR FRa-lT I.NIT @ INST/ILL 161 I' I.J/\TER SERVICE PER arr OF l6l"OR:T BEACH STNCJ/\RO I 502-L FORREN?.t.NT @ CONSTRUCT PRIVATE CURB ORNN PER arr OF NE),'f'ORT /JEIICH STNCJ/\RO CIETNL lll4-L @ PUl/fT IS-I '6' BOX -Fh.o 7Mt>eriion, '..topc,n,,,e Bid p,,.• 5iREET TREE PfR CHIIPTER 13 OF THE arr /1.NIOPl,L ca,E @ ti/ST/ILL !SI a.EAl/0.IT W TRAfflC R/\TED BOX t LID ON EX SB-ER L/\TERIIL FfR arr STNDl,RD DR/\1-11/G SJt>-.406-!. w TRN'RC R/\TED LID FOR FRONT INT • ®· CONSTRUCT NSI 4'-d J,//DE C/\RR/AGE ).//\LJ(I.J/\Y, PERHE/,I!/.E SURFACE PER ,\RC>i1TEC1\R/\L. Ft/INS ® R8-r:NE EXISTING ON'W5ED PAVEi-ENT IN AllET AND RECQISTRIJCT AllET !'al QTT ST/.NDI\RD STD I40-L. SEE 5ENERN.. N01E 7 @) RB10VE EXJSTING ON1/\GED Q.RB t GIJTTl:R ND RECQISTRUCT TYPE II Cl.RB t MTER PER arr 5TND/,RD STD 182-L SEE 686W. NOTE 7 (§ EXISTING PROFERrr LINE J.;ALL TO REH/\IN -PROTECT IN PL/ICE A.ANS PREP,t,,Re:, Sf, <jz~~ a'zn engineering ,.._"""° AboV•Jo.G,\Q'6 Tlrli +M.!IGlSbQO PGID tei!l.o,rume Cl..'""1',616~Ass:x:i>lts,1LI Construction, Inc. 15~Jlll=.~l:50 ~e..11.C.,,.QitO P,4111."'IZJeOO lr,) ~ 2 ~ () ~ -J I...~ a... ~ (.!) -(J) 2 "O -~ a C: ~ e 0 (.) (.!) Qf lJJ :J C: CJ) ~ -<:( t) (J) lJJ Q e ...... _, '-' a:: a... 0 ''\v:; .. ~::t· ·--(J) :r: co 616 Lipo Associates 16 Clay Irvine, Ca 92620 CITY OF NEWPORT BEACH MUNICIPAL OPERATIONS DEPARTMENT September 19, 2013 RE: 616 Heliotrope Avenue/ Demo Permit No: X2013-2499 & X2013-2500 Dear Property Owner: The Municipal Operations Department has performed an on-site inspection of the above referenced redevelopment site and has identified conditions which will require action on your part to protect public property. As the property owner, you are responsible for ensuring compliance with the following requirements, which are now conditions of your Building Permit. • There are currently no existing City parkway street trees. However, there is vacancy for a street tree to be planted. Therefore, this project requires that one 36" box tree, Magnolia grandif!ora 'St Mary' {Saint Mary Magnolia) be plant~in the City parkway. A payment of $725.00 ($575.00 for a 36" box replacement tree and '$150.00 Municipal Operations Department Inspection Fee) will be required to be paid to the City (reference Municipal Code Chapter 13, Street Tree Requirements) for the City to plant the 36" box street tree. Please forward your payment to the City of Newport Beach, Attn: Municipal Operations Department, P.O. Box 1768, Newport Beach, CA 92658-8915. The Community Development and Public Works Departments have been notified of these requirements. Thank you for your assistance and cooperation in protecting City property. Please note that occupancy of any new construction at the site will be delayed until the requirements are satisfied. Please contact John Conway, Urban Forester at (949) 644-3083 or e-mail jconway@newportbeachca.gov, for a final inspection and with any questions you may have regarding this letter. Si~c•r:} () ~ LJ.,.r Parks & Trees Superintendent Attachment: Municipal Code Chapter 13.09.010, Parkway Trees Required CorporaLion Yard: 592 Superior Ave, Newporl Beach , CA 92663 -Telephone: (949) 644-3055 Fax: (949) 650-0747 Utilities Yard: 949 Wesl 16Lh Sl reel, Newport Beach, CA 92663 -Telephone: (949) 644-3011 Fax: (949) 646-5204 Mailing Address: PO Box 1768, Newport Beach, CA 92658-8915 -www.newportbcachca.gov/m unicipalopcrntions Check A License -License Detail -Contractors State License Board Page 1 of 3 Home I Online Services I License Details Contractor's License Detail for License # 96964 7 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. (hide/show disclaimer) CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. Business Information M S N POOL PLASTERING CONSTRUCTION 15660 YOUNGWOOD DRIVE WHITTIER, CA 90603 Business Phone Number:(800) 745-9094 Entity Partnership Issue Date 01/30/2012 Expire Date 01/31/2016 License Status II information be ow should be reviewed. Check A License -License Detail -Contractors State License Board Classifications B -GENERAL BUILDING CONTRACTOR C29 -MASONRY C53 -SWIMMING POOL Bonding Information Contractor's Bond This license filed a Contractor's Bond with NAVIGATORS IN SURANCE COMPANY. Bond Number: 04BC022802 Bond Amount: $12,500 Effective Date: 01/24/2012 Workers' Compensation This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number:90-__:9=..,._._- Effectiv /2 Expire D /2 Workers' Com ensation Histor Page 2 of 3