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Home My WebLink AboutS_5267_S.2 C i :c (.) < w al z ~ c:!) z F z :::> :c IJ.. ~ 0 I;; AD.wS AVE. I CITY OF f. COSTA MESA l!ClllRIA < 19111 ST. ® INDICATES NI.EA SHOWN ON LOCATION MAP VICINITY MAP ~ Ii! -I COLlf(l[ -I r qr, ST. GENERAL NOTES 1. ALL WORK DETAIi.Eil ON THESE PLANS TO BE PERFORMEO UNDER CON1RACf SHAU., EXCEPT 16 OTHERWISE STATED IN THE CITY'S SfANOAR!l SPECIAL PROVISIONS, OR IN THIS CONTIW;l'S SPECIAi. PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDAAO SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION," 1997 EDITION ANO SUPPLEM£NTS TO DATE. 2. EXISllNG UNOERGROUNO UTILITIES ARE SHOWN 16 PER AVAILABLE RECORDS. THE CONlRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ICTlW. LOCATION, AND ELE.VATION IN THE FlEI.D, PRIOR TO BEGINNI~ OF CONSTRUCTION. 3. SfAllOHING7iEFERS TO CENTERUNE OF STREET. 4. EXISTING JJNDERGROUNO UTlUl1ES ARE SHOWN 16 PER /NAII.A8l£ RECORDS. THE CONTRACTOR SHALL BE RESPONS1BLE FOR Vf.RIFVING lHE ICTlW. LOCATION AND ELEVATION IN lME F1E1.D PRIOR TO BEGINNING CONS1RUCTION OF THE NEW F~UTIES. 5. ALL EXPOSED CONCREIE SURFACES SHALL CONFORM IN GRADE, COLOR ANO FINISH TO ALL AD.JOINING CURBS AND WAU<S. 6. ALL UNllERGROUNO WORK SHALL BE COMPlETED PRIOR TO PAVING OF STREET ANO llRIVE'.WA'l'S. 7. SEWER, WATER NI> STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMAlED QUAN1mES ARE HORIZONTAL DISTMCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM lHE PUBLIC WORKS DEPARlMENT 48 H8UR5 IN NNANCE OF PERFORMING Nff WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARlMENT INSPECTOR SI-WJ.. Al.SO BE NOTiflEO AFTER PLACEMENT OF FORMS ANO PRIOR TO PUCEllENT OF Nff CONCRETE FOR CURS le GUTTER SO ll'IAT THE FORMS CAN BE CHECKED FDR LINE NI> GRADE AND COMPAIWltUTY WITH EXISTING CONSTRUCTION. 9. THE WALl.f AND FACE OF ALL EXCAVATIONS GREATER THAN FM: (5) FEET IN DEPl'H SHAU. BE EffECTIYELY GlJARDEO BY A SHORING SYSTEM; SLOPING OF lHE GROUND OR OTHER EQIJIVAt!NT MEANS. TRENCHES OR EXCAVATIONS l.£SS THAN FIVE (5) FEET IN DEPTH SHALL Al.SO BE GlJARDEO WHEN EXAMINATION INOICATED THAT HAZARDOUS GROUND MOVEMENT IINf BE EXPECTED. 10. lHE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IS DESCRIBEO IN No. 9 "8CNE. 11. AU. SEWER PIPES SHALL BE 8EOOED IN ACCORD WITH Cf1Y OF NEWPORT BEACH S1'0-f06-L 12. WATER MAINS SHALL HAVE A MINIMUM OF 30• OF CMR FROM SIJBGRAllE. 13. ALL CONCREIE SHALL BE 540-C-3250. 14. THE F1RE DEPARTMENT SHALL BE NOllAEO 48 HOURS IN N:NANCE OF AlL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSKlN PIPE SlfAI.L BE IIANUFAC1\JRED PER ASTM D-3034 SOR OR ASTM F-789. Mi FITTINGS SHALL BE PREFABRIOlllEO FUil-BODY flTTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12• NYNf. THE TOP OF PIPE ANO SHALL BE ~TED ~ JElllNG JElllNG PRIOR TO COMPlE1lON OF TRENCH IW:KFIU. 16. ALL SEWER LINES TO BE OWNED, OPERA1m AND MAINTAINED BY THE CIIY OF NEWPORf BE"IOt SHALL BE VIDEO INSPECTED AFTER Cl.EANING, AIR TESll~ MID WHIJRILI.ING. All WlEO INSPECllON SHALL BE PERFORMED BY lHE Cf1Y UilllflES DMSION. 1HE DEVELOPER SHAil. PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECllON. Nff SEWER LINE FOUND TO BE INSTAl.lEO INCORRECTLY, DEFECfrvE, DAMAGED OR OTHERWISE SI-WJ.. BE REPAIRED/REPLACED ANO REINSPECTED, INCLUOIHG AIR TEST, MANDRIL MID VIOEO, PRIOR TO ACCEPTANCE. 17. SIX SETS Of SHOP DRAWINGS FOR AlL MATERW..S SHALL BE SUBMITTED TO TH Cl1Y PRIOR • TO CONSrRIJCllON . NO WORK SlfAI.L BEGIN UN1ll. APPROVf.O SHOP DRAWINGS ARE OBrl.lNEO. t • I 111.T.S. U.c.l. DEPARTMENT ISLAND RESTAURANT PAD B & C PUBLIC WORKS FASHION SANITARY SEWER, DOMESTIC WATER, STORM DRAIN AND UNDERGROUND FIRE IMPROVEMENTS NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSl"MJ.AllOII, AlL REQUIRED Pl!lllflS H.t. BE OSl'AIIIED !'ROIi 1H£ BUIUllllll DEPNflMENT. • 2. 111!lPECl10NS_ ARE REQUIRED: 1) PRIOR TO POURING lHIIUSf BLOCKS. 2) f'OR tMlitOSl11tlC • lESIING, MID 3) FOR FWSH. SCIIEOOI.£ Ml. ll!ll ECll0NS 24 HOURS IN KNJw:L ~ CIIY Of NEWPORI' . BDOt AIJ'fOlll"1B) LINE 1.T 149--844,.,3255 OR GO ONLINE 1.T HTI'P:/ /WWW.CllY.NI.WPOllf-ma!.rA-US>. 3. INSfAU.AllOII, kSI CCIION, MID mmNG SMNJ. CONFORM TQ 1H£ 21118 tlllOON NFPA 13, 201') EDITION NFPA 22 MID 1H£ ~ P1RE COil£ 2010 Elll1llllL 4. OOUl!l! CHECK BACK FLOW PREYENIIQN VAL'iE A$9EMIIY IIEQUIREl). COl!ffilCT lHE IUP8RT B£ACII P11111.1C WORKS DEPARIMENT AT '9491.:ll.3111. . . •. 5. FIRE lffDIIANT SIIPPLY PlPING SMl IE A •. • • Of 6 INM'S IN llllllER. lH[. LOWEST OPERAl1NG NUT SHAU. BE A llfHIIIUII Of 18" IIJfN£ GIWI£ NI> lME tMlMIT FIRIGE SMNJ. BE A MINIIIUM Of 2• N!JlJIE. GIW)E. 6. FIRE HYINNl1 SHAU. BE A MINIMUM Of «l FEEJ FROM Iii S1RUC1URES. A KMD· GAlE -VALVE SHALL BE PROVlll€D FOR f/Qt_ lfl'llRMT IN Rf ~SIBl£ I.OCA1lON. VALVES SM.!. NOT BE I.OCA'IED. _IN PMKl!IC __ 9TAI.I.S. 7. ALL PIPING SHALL BE #'PRMD fQR USE IN FIRE SERviCE S\'SlBIS (CWS 150 MIIIIMI). CLASS 200 PIPE SHALL BE US£D WHERE ll£ PRESSURE IINf EXCEED t50 PSI. 8. ALL FERROOS PIPE NI> mTlNOS SHAU. BE PIMl:Ctto Wl'IH A LOOSE HIil POI.YEOO'I.ENE 1Ul!E. 1HE .ENDS or ll£ 1UBE Nil SPUCES M1!DE FOR TS Of OOifER .fllPING COUP0NENl'S SHAU.. BE SEAt.£0 MIi 2• TAPE. APPROVf.l) FOR lllCallROOND . USE. GAL\MIDIG DOES NOT MEET lHE REQUIREIIENIS Of 1ltS S£Cfflltl. All. BOLTED JCllN'5 SHM.l. BE Q.£MED Nil lHOROUGIIU' 00AliD WIIH ASPIW.T OR ffllR OOIIROSIOK ll£TAIONG tal£liW. li1ER ASSDIIIIY ANll PRIOR TO POLY-lUBE INSflUATION. 9. A 12" BED Of Cl9iN FH.L SMll HU. .l!E PROVlll€D 11EU1W MIO lfl!Nf. lHE PIP£ Cl'OTAL 24'), 10. AlL BOLm US£D FOR UNDERGROtJNI) CONNlCTlONS SHAU. BE STJ\IIILESS Slm.. • ·. 11. A llllllllM Of YJ" Of 0011ER. ·FROM F1NISff GIWlE TO lHE RIP Of lHE PIPE. SMNJ. BE l'R!MllED. WHDI SllRF.ICE UW>S ARE EXPECIED, A lllllllflM Of 36• CO\'ER HU. BE PRO\'lDED. 12. 1KRUST f!UlCl(S. OR Ollff:R APPROVf.D IIEll-lOD Of 1l1RUSf RES'!IWIIT, SHAU.. BE PflOIIIIISD IHBIE.\'ER PIPE CKWIES OIIEl10N. . . . . 13. lHE 11lENCH SMl BE EXCAWlliD FOR 11'IRUSf BIJla<S NI> INSPEtlfD PRIOR TO POOR.. Ml. CORROSION ·PRmECllON SMNJ. BE IN Pl.ACE. . 14. A IM>ROSl"Al!C lBf (200 PSI RlR 1WO H8UR5 OR 50 PSI MR _,.._ SfAllC PRESSURE, WHIClt6'ER IS GlaTER) SMl BE WIINESSED SY AN• NBl'D fHSP£CTOR. 1HE TRENCt! SHALL BE IW:l<--FlU.ED BEIWl!Eh lHE JOIMlS TO PRNN:r llO\'£IIEM1" Of PIPE. 15. 1HE ffimit SHAU. BE THOROUOHI.Y fLtlSHEO it.FORE ~ IS • NE 1l> MRHfAll PIPING. Ft.OW SHAU. BE 1HROlJGII A llllllWM or A 4• HOS£ OR P1PE IJIO•l!SS O"llDWISE APPROVf.D BY 1HE Nlf6 1NS1 ECIOR. NBFI) li&EtivR SHALL WffllSS lHE FWSH. 16. PRIVATE lfflllWITS. • SPRINl<Lf.l CON1ROl VM..VES, POST IIIIICAfflG Wil.VES Nil FIRE 11£PAlffllENT CONNlCTlONS SHAU. BE PAllft'ED OSl!A RED. . 17. ALL CON1ROl VALVES SIWJ. l!E 1.0C1<ED IN lHE OPB1 POSmON. VAi.YES SltAll. BE IIONffllliED F 'AtEY SEIM: 108 OR MOR£ SPR1KER tllW)S.. 18. CON1WQR HU. PROW1E lO FIRE ll6WmlEllT A COllPlDEO ~ llATERlill. ANI) TEST CEmFICAIE RlR UNllERGROUND • P1P1NC / ABOVmROIJlf, PIPING" AT 1lllE OF . ANH. INSPECllOH IN ACCORIWCCE .WIiii ·CHAl'IBI 10 Of NFPA ·13. 2002 mtl8N. RECORD NOTE ll£SE RECORD DIWIIIIGS HAW: BEEN PREf>MED !WIED ON llRlllM'OON SllBlllflED, IN PART, BY <m!ERS.. H.E THIS llRlllM'OON IS. SEl.lMll TO B£ RELINILE, 1llE ENGINEER IS NOT RESl'ONSllll[ FOR RS /ICCUtlCf, NOR FOR !RIIOR OR OMISSIONS IHIClti MY 1M BEEN INCORPOltATED IN THIS OOCUMOO. FIRE/SPRINKLER SYSTEM NOTES t. PRll!lR_ _ . _ TO ~--. • · • ., • &JIii aJRB) •Pl!RIIIIS SHAI.L BE ·smJRED FROM 1liE en, llllllllMC ~. 2. INSl"AIJA1IOl'I, iitiPltelOrl NII) lESIING SHAU. CONRlRM Wlll1 1HC 2010 EDITION. ~~:~ltttdlf r=.Ff8lEJ~~ WHfRE 1liE \WIii! -AUIMORIIY .. RIQ!JIIQ 8ACl(ff.OW f'ROmlON lHE f(lLI.IIIIIN(l MtlHilt>S .. OR RISElllllS ARE MXS'?Aill.E: A. AN... <RllllO ASSOIIIV APPRO'l'B> BY lME WAJ[R AUIMORIIY, . ···_ •. .~~ 'If ,~oolNJl:;rlf/MS HU. lllllffllRm TO AN ilPPRIMO 1.1.lCATIOlt J. &Jt. ml--·~· :r_·~-=Ttfv1.". ;;THE a • 1£ FROM ~ INJIA' ll£ Of AND 1liE • • ·• Nm StWi BE APPRO\'E1) 1W 1tlE • · DEPT. FIRE llEJW!fffDT CONNECnllN5 StWi BE •PA11ffiD WHII£. 4. PB! ~-• . f BE"IOt_. H FIRE_.. ll6WmlEllT -~-~~ IIEGUIREliENIS_ FOR ~ SlCNS Al FIRE ·l:ISWfflFIENT · • . , ARE NS FOLLOWS: A. SlCNS SHAil. BE ~ OF A DIJlllilll.£ MA"IERW.. PIIEfERHILY METAL 8. SlllNS ·SIW.l BE A MlltlliUllil Of FOUR ll'ICNE'S HIGH ~ EIGfff llfCHB WIDE. C. ='™~ l..fASf ONE INCH IN lmlT ON A a•--Ii£ ·m BE~ IIOUNIDl· ON 11-IE l!tllllllNG IOlliC£M.T toll£ P-J>.C. OR ON-lHE F.O.C. MID WSI" BE Vl$l8t.E FROM THE ADJACENT ROADWAY. ~-~JUU,~~nV~rP!hsemPi. • • Sil). NO. F-1 FOR SIGN llEfAII.S. 5. ffiR'I' $PlllNU SYSmrl StWi HAVE A SEP&TE COt81cct10N FROM.11£· PRIVATE ·FIRE w.tN. .. 6. PRIVATE FIRE ffl'DIMlS BE AN APPROVf.O WEf NRR mu WIJl;I A lilillllilUII 0, ONE 2-1 ONE 4• Olffl.Ef. Mi OU11.£IS HU. BE PROVlll€D --~ l?,.U,U.JH,,·fl!'E ffl'DIMlS SHAll UW.Alf# $ • lHE af"'~~-FIRE LOC"AlE)A • 8P" .IWM.Clla: MID IMllWfl" • • A lillllllllil Of, • ..IWINf. GIWlE. FIRE ~ StWi BE A -.,,-~~ ~r~ ~HU. . ifflrtoaATED Iii PNIKIIIC SflLI.S). 7 Al.l PIPE SHAll BE • Al'PROVFD FOR USE IN ."FIRE SEIIYltE svsm,s•, • CLASS 200 MlHIMUll ALL FERROUS EAL PIPE SMALL 11E • UNm. ~~~'1£,=s~~~~~~82Jlll TAPE APPROVf.O FOR UNDERGROUND USE. ALL 801.TED JOINf ..ccESSORIES HU. BE.CIDNEO ·NI> -lHOROIIGHLY COA1£0 .WITH ASPIW.T OR OMR C0MOSION RETARDING lilA'IEJk. Af'lEP ESE!B" MID PRIOR TO POLY-1\JBE INSTN.LATIOlt 8. · A MINIIIUM Of 36° OF C<MR FROlil 1'INISl1EO GRADE TO RIP OF PIPE H.t. BEPRO"t'IJEl>IWM..PIPE. 9. JHRUST BLOCKS OR OOifER APPR<MD lilElMOO Of THRllST RES1RAINT SHAU. BE PROVIDED WHERMR PIPE CHANGES • DIRECTION. SEE CITY Of N.8. STD--510-l.-A FOR OETAII.S. 1D. CONTRACrOR SHAU. PfflMIJE TO FIRE llEPARNENI' COMPU'.IE "CON'IRACroR'S llAlERIAI. ANO lBf CERIIACAlE FOR UNIIERGROUNO PIPING" 1.T lME llME OF ffllAt. INSPEC1ION IN ACCOROANC£ Wffll QW>1ER 10 Of NFPA 13, 1999 EDITION 11. All FlRE RELATED COIIPONENlS, FllC, PIV, IIACKfl.OW OE.VICES SHAU. BE PMNTED OSNA !WEIY RED lflfl P INSPECTION NOT[$ ,WQ REQUIREMENTS 1 A ANH. ·INSPECTION IS REQUIRED. SCHEDULE .ALL INSPECTIONS AND TESlS • FORIY-OOI-II' (48) HOURS IN N'NNG. BY PlllNfHG (MJ 844,.,3255 2. THE TRENCH SHAU. BE. EXCAVAT£0 FtlR THRUST. IILOCKS AND INSPECfBl PRIOR TO POUR. AlL ~ PROTECTIQN SHALL BE IN PUCE.. r.ARE SHALL BE TAl<EN WIG FORMING ANO ~ 1KRUST BLOCKS THAT FITTINGS NI> JOINlS ARE NOT flURlEO IN C<lNCIIEIE. 3. ~ H'l'DROSTA~ 1EST l1WO • HllNOR£O PSI PRESSURE RlR TIO HOURS OR Ff1Y . PSI MR THE MIIIIIMUi,f STATIC PRESSURE WHEN rr IS <MR ONE HUNDRED ANO Ff1Y PSI) SHALL BE WIINESSED SY'. AN INSPECTOR BEFOR£ 8ICl<AU. ANO SOIL COMPAClbt. THE TRENCH SlfAI.L BE 8ACl<FlLI.ED llE1WEDI dOIN'lS B£FORE TESTING TO PRlV9IT IIO't90T OF PIPE. 4 1WE SYSTEM SHAl.l BE FLUSlfll THOROlJGHI.Y BEFORE CONNECOON IS IWlE ' TO EXISTING SYSmrl SMl OOIS. fl.OW RATE HU. BE A llllllMI OF 10 fl/SEC THROUGH NOT LESS nlAN 4 INCH PIPE OR HOSE. APPR1MD BIUll'MEHf SIW.L BE PR<MllED SY' lHE CONTRACIOR_ TO ENSURE !WEIY. THE FLUSH StWi BE WllNESSEO BY All INSPECiOR. 5. AlL CONlROI. VN..\'ES .SI-WJ. BE PROWlED WITH P£RIWIENT SIGNS THAT . CIEARLY INOICA1E THE BUIUllNG, ·ffllal NI> FUNCIION lHE VAL't'E SBMS. 6. ~'IY~~™~-R'=~~CK APPRIMD BY 1HE. CllY Of NEWPORT BFAClt FR IIEPT. FIRE DEPARTMENT NOTES 19. PR<MllE SIGN OH FllC Ill MlOORDMCE W1'1H IUP8RT BE10t FR .DEJW!fffDT STMIWID ff-1 6. 1HE FIRE ·0£.flARlMENT .CONNECllOl4 SHOUI.D BE LOC'A1E) NOT l.£SS THAH 18 (ATl'ACI-IE&) SHOW SIGN OH PIJH. I. A 12" BED Of CWII l'l1. Sillll SHML BE PRO¥l:lED BELOW AND N.JiNf. THE INCHES AND NOT MOR£ 1HAN 4 FEEJ IIJCN£. THE LMl OF M ADJACENT 20. POST INIJICAWR VAl.VES SHALL BE SET SO TK\T 1llE 1UP Of POST Will: BE 36 INM'S R!lN£. PIPE Cl'OTM. 24") GIWlE OR ACCESS Lf.\lEL f11W. GfWlE. 2.M.1 lllll1S E FOR~ CONNECnllN5 SIW.I.. BE.S'?Nf'SS SIEEL. 7. OH S11E HYDRANTS HU. BE PflOIIIIISD WIiii BLUE 00T REflECllVf. w.RKERS. 21. lHE FIRE DEPM1MOO CONNEC110N SHOULD BE LOCA1m NOT 1.ESS TIM 18 INCHES .IINI) NOT 3. 1HE 'IRD(OM SIWl BE EXCAvmD FOR 1KRUST BLOCKS AND INSP£G1m PRIOR 10 8. l!ACKFllL SI-WJ.. BE WEI.I. W1PEREO IN .LAYERS NI> WEliED UNDER AND MORE 11W1 4 Fm NltNf. lHE LOO. Of 1HE ~ GIWlE OR ACCESS.LEVEL. POUR. Mi Ql!'lROSIOJI PROIECl'ION SHML BE IN Pl.ACE. AROUND PIPES TO PRf.VENT·SEmEIIEHT OR LATERAL MOVDEIT. 1.W:KF1U. 22. OH SllE lfl'llRMl'S. StWi BE PRO\'lD£O Willi BLUE llOT IIEFl.£C1M: w.Rl.(fRS. 4. Ml. CON1ROl VALVES Ml BE I.OCE IN lHE OPEN POSllllllt VN..VES SHAU. SHALL CONSIST OF CW11 FH.L SVCl TO A MINIMUM 12 INM'S BELOW AND TO 23. EW:KF1U.. SlfAI.L BE WEI.I. ,;u llitD ,N I.AYERS Nil W£l'l£D UNGER ANO AR0UN0 PIPES TO BE IIONll\'liED II' THlY SEIM: too OR IIORE Sffllll(l.ER H£Al>S. A MINIMUM OF 12 INCHES ';a:Nf. lHE PIPE. ~ PRf.8T SETI!.EMENT OR LA1E1W. ll0\'£IIEM1". 8ACKflL SMNJ. CONSIST OF CUlAN FH.L SN 5,COl'ffRllil,TOR StWi .PRlMJE lO FIRE OEPARNBff A COMPlEIED "Ct:llilM::lOR 9. ONLY DUC1ll.E IRON PIPE HJ. BE USEO UNDER BUii.DiNGS. P1PE UNDER 0 E • 0 'tJ' □ 6 POWER POLE MANHOLE FIRE HYDIWIT MEIER BOX LOCATION MAP PROJECT LOCA CENT SYMBOL LEGEND + TREE 0 0 SHRUBBERY .-.,,, .,,, ..,,_ ASPHALT PAVEMENT BRICkWAIJ( i 11.f.S. ---'t/-····- --~G __ _ VN..Vf. 1·· . .. ·• • · ··1 POWER POLE ANCHOR ·: .• ... _-•• ; .-• •. CONCREr£ -£- MONUMENT ~««<««a FENCE BUii.DiNG -TEL- EXISTING CONSTRUC1ION -TV-;- 111.0CKWALl PHOl'ERlr LINE -SP- IO CONSrRIJCllON ):J'. SHEEJ 1Tll.E SHEET SHEET INDEX INDEX MAP, CONSIRUCTION NOTES AND QUAN1Tl1ES DOMESllC WATER ANO FIRE Pl.AN SANITARY SEWER PLAN le PROFILE STORM DRAIN Pl.AN le PROf1l..E DETAILS SHORING Pl.AN AND OETAII.S .HQ. 1 2 3 4-5 6-7 8-9 10 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COIIPNfY SOUTHERN rAIFORNIA EDISON COMPANY SBC/ AT&T CITY OF NEWPORT BEACH (SEWER le WATER) llME WARNER NUMBERS (800) 427-2000 (800) 611-1911 (800) 75()-2355 (949) 644-3011 (888) 892-2253. BENCHMARK: BASIS OF BEARINGS CENTERUNE SEWER LINE , WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLE.WION LINE SPRINl<LER ffiTEM STl<EEI LIGHT O.C.8.M.: 31<-55-99 (NAVO 88 / 1995 AD.IUSfMOO) B.E.VAllON = 145.204'. 1HE .ll[M(NGS SHOWN HEREON NE BASED ON THE GRfO BEARING "N 31•32•29• W" BEIWEEN O.C.S. HORIZONTAL CON1ROI. STATIONS "GPS NO. 6268• AND "GPS NO. 6279" PER RECORDS ON RLE IN THE OFm OF THE ORANGE COUNIY SURVEYOR. SITE AREA= S ACRES NOTE: If Nff OF 11-IE EXISTING PU8UC MPR<MMENTS SURROUNOING THE SllE IS OAIIAGEO SY THE PRIVATE WORK, NEW CONCRETE SIOEWAI.J(, CURS AND GUTTER, S1RW . PAVEMENT, ANO OTHER NII.IC ·tMPRMMENTS SHALL BE REQUIRED BY lHE CITY AT lHE TIME OF PRIVATE CONSTRUCl10N COMPI.E:TION. SAID DETERMINATION ANO lHE EXTENT OF THE REPAIR WORK SHALL BE MAIJE AT 11£ OISCREl10N OF THE PUBLIC WORKS INSPECTOR. Mi CIIY TREES SHALL BE PROTECTED IN Pl.ACE. SHOULD NfY TRENCHING BE REQUIRED WITHIN SIX (6) Fm OF NI EXISl1NG CITY lREE, Pl.EASE CONTACT JOHN CONWAY, Cf1Y UR1!11N FORESIER AT (949)644-3083. IMPORTANT NOTICE SECl'ION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IOENTIACATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WU BE VALID. FOR YOUR OIGAt.ERT TOLL FREE 1-'800--422-4131 TWO WORKING fli\YS BEFORE YOU DIG. DIAL TOU. fREE ' 1-800-227-2600 Nf l.£AST lWO DAYS ' IIEfllRE YOU DIG ,S ma,ATr: m:w.a j ir0 NOTE TQ """'~AJ'\'IY\D TO A. MlllllilllM 12 INCHES IIEUIW AND TC.MIIIIMUM Of 12 INCHES lfl!Nf. lHE PIPE. iMTEl!li,I.; MID U <DllflCATE FOR~ PANG" 1.T TIME Of FM BUll..lllNGS SHAU. 1EIIMIHAlE A MAXlllUl,f Of 18 INCHES FROM lHE E.XIERiOil "' Ull•...!l.!!! ~~ • --.!'_ ~ 24. Ot1.Y DUC11lE IRON PIPE SlfAI.L BE USED um BllllDII& PIP£ .YNID BUU1NGS SHAU. tNSPmD1 ,. ~ •H CIW'1IR 10 OF NFPA 13, 19911 EDRION. M.L • SIX INCHES NJCN£ FINISHED FLOOR. A MINIMUM or 2 INCHES . --N.fllf,,, -0,o1n• .. ~ . := THE EXISTENCE ANO LOCATION OF NfY UNDERGROUHO llTlllflES OR STRUC1URES SHOWN lERIIINATE • A IMIIUM OF 18 INCHES . FlttlM lHE OOERIOR WltL MID SIX INCHES IBM.. CWIWCCE(INIERSlffi'L SPACE) SHAU. BE PR<MOm WHERE 11iE PIPE PASSES ~ • • ON THESE PINIS ARE OBTAINED BY S£ARCH OF /NMJlli RECOROS. TO THE BEST Of FlNISHED · F\.00R. A MINIMUM Of 2 • llf:HE!: a FiWNCE .(INmsmlM. SPACE) SHAU. BE THROUGH THE FlOOR WALL 0::: @ OUR KNOIVLEDGE, THERE ARE NO EXISllNG U11Ul1ES EXCEPT THOSE SHOWN ON THIS PROVllED WHERE lHE PIPE PASSES 1HROliJCH 11£ flOOR WAI.I. • ~ ~ W ~ PLAN. THE CONIRACfOR IS REQUIRED TO TAKE ALL PRECAUllONARY ME:ASURES TO s.ew-· E·R· NOT·E ···_JOB _ADDRESS 143 &151 NEWPORT CENTER DRIVE_, N£WP0BX BfAC. H. CA 926~ """wal PROlECT THE UllUTIES SHOWN MD NfY OTHER LINE OR STRUCTURES NOT SHOWN ON _ , " ! PLAN AND IS RESPONSIBLE FOR THE PROlECllON OF, AND Nfr OAt.W:E TO THESE UNES ~'i· OR STRUCTURES. CONIRACTOR SHALL Vf.RIFY ALL CONOOIONS ANO DIMENSIONS ANO LA1£1WS lMAT ARE <S SHALL BE S1MEO AND CERlll'l£O BY A SURVEYOR. ~ SHALL REPORT Mi DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. z [ PERMfr NO. ><2012-1431 tr=:::;::+,=,_="=_1~3 =RECORO==ORAWl=~=.===============Pm:i:.••iT-,c~inTYrv"ro"Fc:iNiie~wwip;0niR~Tr"iaiie~A-;;;.c~H~--,------T~~;.;IR[D~-i~~:-----------110l\lElJ;;OPER;--;71;0WNER:;;;.--------------~r-------,Tn-1TnLie~s~Hie~e~T=--------;~ ~ :=:~:; = = ~: ;: ~ m: LINES. ! ~~~~T' . ------•INC. FASHION ISLAND RESTAURANT PAD B & C ~ ~ ........, ___ 12-05---12+-REVISEO--SHEETS--2,-3,-6,-ADJIJSTED--UT1lll1ES--&-REVISED-. -QUANTlllES.---------11----+---I ICCIJRN::t. . •. l90Cffli40LOG¥l'RU\IE •• • IRVINE COMPANY SANITARY SEWER, WATER, STORM DRAIN ANO UNDERGROUND FIRE 0 ; ......... ~1..._+-:-;-:_--;-:1--a=8==--==-;;:-:;!._,· ~-:..,..;:....,~,..... -:;--7.-;;8.....,, ~'""~=R-;:;;BUl;-;;;~=REVISED--FINISHED=""QUAN1TllES"""'FLIXlR.=·.....,AD,""_ .. 'US""1£0""-,.,lllll11ES=-=c-"-=----+---+----1 APl'ROVIID ---NII.IC-. ..,,_ "'"""WORKS=· ,...,EiiiitiiR=-=."". ---~-ll\lE Sir:1W~~6l8 .•• ,,..,rs ••• -smee 1864 c1TY oF NEWPORT BEACH I-PLAN __ -.,..CH_ECK __ N0_.-,--11_1_s--_·_20...,1,...,,2:--... ~ !._M~O.~-~a~~~n~r .... ______ .....;R.~ru~~~~-w.~s _________ ...;,A~A~~--~=·~.------UJUl£$=·~--=..:ENGINEER=-·-------=~-~--.------li....:M.~--H£U.=··-·-™-1£SS£H_..· .... -R •• C£~.~5-·-7~.(~~P •• ~W~3~~~1~~-..... ---.... ------------..1.--P-u_a_L1c_wo_~_-_s_~_AA_RTM __ e~_-__ ... ~s~H~E~E~T..;;_1 __ ~o~F.;;;;;;10_J~ !@ i B y . " ii' -----·~ i,(J,\ • \1 \\/ I 0. CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION • REMM • · Of EXISl'lNG IC OR PCC PAVEMENT. AND ·Dl!IPO!IE Of' EXISl'lNG SE.YIER AND GRfASE ·IIMRCEProR. AND DISf'OSE or ElllSflllC WATER UHE, lilEl'ER, DllC, F0C. VALVE. lB, WATER SERVICE. FM, OR VAULT. AND DISf'OSE Of EXISl'lNG STORM DRAIN LINE. AND DISf'OSE OF fW'IMl 'ATCH BASIN. IN • PlltE .EJ<ISTlill 18 INDICATED. ITARY SEWER ClGMSTRUCTION NOTES If PVC SOR-35 fill£ W/ BEOOfNG PER CllY OF NEWPORr B£ACH STD-106--L 48" SEWER IMIHll£ wnH T-LOCK LINER PER CITY Of NEWPORT B£ACH Sl'D-401-L SEWER ~· PER APPl.lCABI..E PORTION OF CITY Of NE.WPORT BEACH STD-406-L (' PVC. Sl'JR•35 PIPE W/ BEDOfNG PER CITY Of NEWPORT B£ACH STD-106-'L lMJIICff AND N!IWR PAIIEMENT PER CITY OF NEWPORT B£ACH STD..,.105-L-A AND 105-L-B. ~ li!ACl<MfliR VAL~ CllODEL 7070 JAY R. SMITH CO. OR ·Al'PROYED EQUNAI..ENT) AT If PVC (' PVC fNl.£T PIP£S \1flMltl SEWER MANHOLE PER DETAIL C/4 ~ If PVC SDR-35 45' BEMO. GREASE LINE CONSTRUCTION NOTES If PVC SDR-35 PIPE W/ BEDllfNG PER CIIY OF NEWPORT B£ACH STD-106-L NJ.. 1500 6AWlN JENSBI GREASE INIERCEPIOR IIODEl. JP1500ECE ... G PER JENSEN PR£CAST AND DETM. C/8. NJ. If PVC SDR-35 'fENf PIPE Yi1TH BEDllfNG PER CIIY Of NEWPORT l!fACH .S!D--108-L ~ JlNSEN·.WIPI£ 110X PER DETAii. 8/8. If PVC .Sl'JR-35 411' BENO. If PVC SDR--35 ll!I' BENO. STORM DRAIN CONSTRUCTION NOTES ¢OIISIIWCT 11r RCP 2000-D W/ BEDOING PER CIIY OF NEWPORT B£ACH STD-106-'L • CONS'IRIJCTJ2" PVC SIIR-'-35 W/ BEDllfNG PER CllY Of NEWPORT BE'ACH S'ID-106-L CONSIRUCT. JUNCl10N S'IRUCRIRE NO. 1 PER CllY Of NEWPORT l!fACH STD-310-L CONSIRUCT CONCREIE COllAR PER CITY Of NEWPORI' B£ACH STD-313-L ARCHlfECRM. Pl.MS' fOR INIEQW. COLOR. CONSIRUCT 6'X8' .·CONll!CH. SIOlllilflLTER CURB INLET CATCH tlASfN PER DETAIL 8/9. SEE l.NIOSCAPE CONSIRUCT JUNCl10N S'IRUCRIRE NO. 2 PER CllY OF NEWPORf BE'ACH STD-311-L DOMESTIC WATER CONSTRUCTION NOTES If . PVC. e-900 CIASS 200 PER CITY Of NEWPORT B£ACK STANIWIDS & PIPE BEDOfNG PER CITY Of B£ACH STD .106-L 12"x4' WATER MAIN TN' PER CflY OF NEWPORT B£ACH STD :K17-L If 91T 8ENll W/ TS PER CITY OF NEWPORT 8£ACH STD 510--L-A. ~ If 45" BEND W/ TB PER CflY Of NEWPORI' B£ACH STD 510-L-A. USED NL If Ff.llCO MODEL 87t5 IIOUBl.E CHECK DETEtlUR ASSEMBLY PER CITY Of NEWPORT BEACH STD 17--L AND DETAIL 8. 76 ~ lfi2 1/'I TWO WAY ARE DEPARIMOO CONNEC110N PER CITY Of NEWPORT BEACH F1RE DEPT. AND 77 ~ WA1ER MElER ai SERVICE BOX INSTALLATION fOR 2" MEIER PER CITY Of NEWPORT BEACH 503-L 78 ~ '/ •REDUCED PRESSURE PRfNCIPI.E iw:KFI.OW DEVICE PER CllY Of NEWPORT BEACH 520-L-A. iW...2 1/'I PVC SCH. 40 SERVICE FROM METER TO P0C. UNtESS N01£0 OIMERWISE ON •Pl.ANS. iW.. If 'IEE W/19 PER QTY OF NEWPORT BEACH ST!) 510--L-A. BIJNDRMGE. 12"d" WATER NTN' PER CITY OF NEWPORT BEACH STD 507-L ~ WET 8ARR£1..F1RE lfillRAN1" PER CITY OF NEWPORT lltAcH STD 500--L USED. ~ 'l Ff.llCO "100EI. ~2 PRESSURE REDUCING VALVE IN METER BOX (EISLE #65!H}. TO ilUllDING FIRE SPRINKl!R SYSTEM PER DETAIL G/8 NJ.. If 22.5' .llENI) W/ llil. PER CITY Of NEWPORT IIFACH Sil) 510--L-A: QUANTITY 406 1 179 220 2 16 3 16 462 406 1 2 toe, 2 • 225 2 5 2 181 236 1 1 3 1 1 3 1 920' 2 7 14 2 2 3 3 440 2 1 1 1 2 3 2 NOTE TO CONTRAC1"0R .QUANTITIES SHOWN ARE ESllMAlES. ONLY All) ARE INTENDED TO 11..1..USTRATE SCOPE OF WORK. . THE C0N1RACTOR SHALL BE RESPONSIBLE fOR VERlfYfNG THE EXACI' QUANTITIES ltMlLVED. , UNIT Lf EA Lf IF Lf N/A Lf EA EA Lf Lf EA EA LF EA Lf EA EA EA Lf Lf FA EA EA EA FA EA FA Lf EA EA EA EA EA EA EA LF fA EA FA FA EA EA EA. EA M .... ~ GRAPHIC SCALE ~ 20 40 80 1~~1-....i'._........,,..... __ _j i 40 0 ~ ,---,----r--------------------------------""T"""-""'T""--T--------------------,,-------,----R_E_ •• _c_o_· ·_R_D_··_o_._r_~_A __ ,w __ •• __ ·._1N..,· __ G ________ 1_;~-c~N-,=-FE_~1_)_ft. __ _.;.;;PERMIT;;..:;:.;..:.N:.::;O.:.:,·X=20::12:..:·1~43:.,a1 § I t--,,r--+--+--~~--~--------+---+-_.......... DEVELOPSR: PRl:PAREDBY: RESTAURANT PAD B & C C, ~ z INDEX MAP, CONS I R0CTION NOTES AND ~ QUAN I I I IES. l------------=-------------------10 ; ttl CITY OF NEWPORT BEACH PLAN OIECK NO. 1115-2012 ~ ;.,_ ______________________ _,_ __ __,,_D_A_rr_12~RE\1SEl)-· __ .·_·CONSlROOIION--·--·. __ ~_~_R_EV1_~_10_N_S ___________ A_P_P . ...,D_.~_~_, . ..._ _______________________ ..... ~1111'CHELL=;;;..;;,;THIESSEN;;;;;;...., ........ ....;;~~-~~5696=7~(6J-tf_~_~~0.,s.)..,. ___ ru_eu_c_wo_RKS_·~-AATMENT----;~SH::-E~·-ET-:~---~2:::-o~-~F::-1~0:·~~ Ii I ISOIAllON V/4..Vf. I , ' 6 , , ·, /, / i: ' / j ''.f;;;~~.,_ , f) )N, ,_ ~,_j,/ ' ;}'): ', __ c,'.:;\,""_j~Y '-,"¼ --_ ...... ::o."'4;<:.·;··---- I l I I 11 l 1 I i ,,, , t[!] ! .~ I • 1\ I' , I ' TT •. I I .. '• I', i ' \ I \ i ------- ---------- Fl'= 174.10 ------- FF• 116.25 / ~~ I I • I I I I DEMOLITION NOTES ~ AND DISPOSE OF EXISflNG WATER LINE, MEJ"ER, DOC, FDC. VALVE, 18, WATER SERVICE, FH, OR VAIJLT. DOMESTIC WATER CONSTRUCTfON NOTES ®-ti!!ALL 4' PVC C-900 ClJ6S 200 PER Cl1Y OF NEWPORf BFACH STANOAROS & PIPE BEDDING PER Cl1YOF • NEWPORT BEACH STD 106-L """"" , • ' 7.1,HISfAlL 12"x-4" WATER W\1K TAP PER CITY OF IOPOIII BEACH STD 507-L 72HNS1'.AlL 4' 90' BEND W/ 1B PER COY OF NEWPORT BEACH STD 510-L-A. HNISIALL 4' 45" BEND W/ 1B PER CITY OF NEWPORT B£ACH STD 510-L--A. \-;.;Mm USED iHISIALL 4' FEBCO MODEL 876 OOUBI.£ CHECK DEIE.clOR ASSElilll.Y PER COY OF NEWPORT BEACH STD 517-L AND DETAIL E/8. • , ~14..L 4'x2 1/2" 1WO WAY ARE Dt.PAR1MENf CONNECTION PER C11Y OF NEWPORf B£ACH FIRE DEPT. AND . . DETAIL E/8. • , ~AU. WATER .MEJ"ER & SERVICE BOX INSTAU.AllON FOR 2" MEfER PER CITY OF NEWPORT BOCH STD 503-L @--!!!1"AU. '/.' REDUCED PRESSURE PRINCIPLE 8ACKftOW DEVICE PER CllY Of NEWPORT BFACH STD 520-L-A. , 79 ALL 2 I/'/.' PVC SCH. 40 SERVICE FRqM .METER TO POC, UNLESS NOTED OTHERWISE ON PlAHS. HISIALL 4' Ta: W/TB PER CITY OF NEWPORT BFACH STD 510-1.-A. HIIISIALL 81.lNO Fl.ANGE. HNISIALL t'/.'xll" WATER W\1K TAP PER CITY OF NEWPORT BEACH STD 507-L HISIAU. WET BARREL ARE HYDIWfT PER CITY OF NEWPORT BFACH STD 500-L !HOT USED. iHISIAlL 2" FEBCO MODEL PRV-2 PRESSURE REOOCiNG VAi.Vf. IN llmR BOX {EISI.E f655li). iH:oNNECT TO BUii.DiNG ARE SPRINKLER SYSTEM PER DETAIL G/8 'HISIALL 4' 22.S-BENO W/ TB PER CITY OF NEWPORT BFACH STD 510-L-A. lllllES 1, ** POTHOI.£ CONNECllON LOCATION OR CROSSING 2 WEEt<S PRIOR TO CONSTRIJCllON. PRO¥iDE ENGiNEEII WIIH #?JO ALE INlllCAllNG HORIZONTAi. LOCATION OF TOP & BOTroM OF PIPE. PIPE SIZE AND MAlERIAL 2. ~~ ~ ~ ~ ~: :c ~~ IN AN NJrOCAD FORMAT. 3. IF Nff U11UTIES ARE UNCOVERED OURING CONSrRUC1ION 1HE CONlRAClOR SIW.l. AS-BUILT THE HORIZONTAL, VERTICAl, MATERIAi. AND SIZE Of THE UTIUTIES AND PRO¥iDE THE ENGINEER WIIH THIS INFORMATION IN AN AUTOCAD FORMAT. 4. IF IH'( UNKNOWN lA1£RALS ARE UNCO'-IEREO DURING CONSfRUCTION, THE ENGINEER SHAU. BE NOTIFIED. THE CONTIW:TOR ·swu AS-BUILT THE lATERAL UPSTRf.AM TO THE £NO POINT AND l'ROVl0E THE ENGINEER WIIH HORIZONTAL, VERIDI.,. PIPE SIZE AND MATERIAL IN AN K'AJ FORMAT. 5. All EXISflNG DOMESTIC WATER METERS AND ARE CONNECTIONS SHALL BE KEPT OPERAllONAi. UNTIL ANA1. CONNECTIONS ARE MADE. THE CONTRACTOR SHAU. COORDINATE AU. SHUT DOWNS AND ANA1. CONNECTIONS WIIH MAU. MANAGEMENT, CITY OF NEWPORf BOCH AND THE ARE DEPARTMENT. . :·,,, \"~-'; C ·/-;;;;::.:;~> ,, ! (";;:~" , r \"'"' '· ' ., ,,, ,' ,. ·-.,;"'-, : '-"'"'=',;,>'.. AOBUC 'Y,;\ \ s ., "" \ \ . . SEE DETAI~. £/8 • Iii \ \ j I I lWiE: SECIION 1/J Me.77 !NII. 1• PVC SEWER tst.M lilOl10I Of IMCkWAlER • VAlYE HOUSING BACKWATER.VALVES AT MANHOLE 1--~--l--'----l-~~~~~~~~--------.,;;._...:..:.. ___ ..:.......,_+-'-'---I----I DEVELOPER: fF•li'4.10 I j t I I I ' 4J "-~&" &" PVC SEWER DEMOLITION NOTES ligJ--sAwcuJ, IU(M. ANO lllSl'OSE Of EXISTING IC OR PCC PAVEMENT. ~· AND DISPOSE Of' EXISTING SEWER ANO GREASE INIERCEPIOR. SANITARY SEWER CONSTRUCTION NOTES }-oONSl'RUer If PVC SOR-35 PIPE W/ BEllOING PER CllY OF NEWPORT BEACH. Sl'D--106-L HISt:~ 4ft .!OER MANHOLE WllH T-LOCK LINER PER CIIY Of NEWPORT ·BEACH STD--401-L r-(:oNSmlJCI' SEWER CID,NOUT PER APPUOOli PORllON Of CITY Of NEWPORT BEACH Sl'D--406-L y--OlllSTIIJCI' If PVC SDR-35 PIPE W/ BEDDING PER CITY Of NEWPORT BEACH SlD-10&-L Hli'iCKF1lL JR1iNCH ANO REPAIR PAVEMENT PER CllY Of NEWPORT BEACH Sl'D--105-L-A ANO 105-L-B. JS)-IQU. IMCkWAlER VAt.if: (IIOOEL 7070 JAY R. SlilllH CO. OR APPROIIED EOOIVAl£NT) AT if PVC & If PVC iNl£f PIPES WfflitN SEWER MANHOLE PER DETAIL C/4 . @--wALL • 1t· PVC SIR-35 45' BENO. GREASE LINE CONSTRUCTION NOTES ~ if .P'v't SIR--35 PIPE W/ BEDDING PER CllY Of NEWPORT BEACH SID-10&-L ~~~ Gli.l.OII J9ISEN GREASE INTERCEPTOR IIOOEL JP1500ECE-G PER JENSEN ~ . $PECIFlCAllONS ANO DETAIL C/8. • HIDLL if PVC SDR-35 VENT PIPE WITH BEDDING PER CITY Of NEWPORT BEACH Sl'D--10&-L HISI'~ .... SMil'l£ BOX PER DETAIL B/8. HIPLL if l'VC SDR-'35 46' BEND. HIS!~ if PVC SDR-35 90' BENO. 1. WPOnW:. OONNECl10N LOCATION OR CROSSihG 2 WEEl<S PRIOR TO CON5'IRIJCflON. PR<MDE ENGINEER WITH ·ICID FllE INDICATING HORIZONTAi., TOP & 1i101101 Of PIPE. PIPE SIZE ANO MATEM. 2. COIIIIRACTOR. JO AS-BUILT PROPOSED SE.WER. STORM DRAIN & llOMESTIC ~TER PRIOR. TO BUM ANO PROVIDE ENGINEER WITH HORIZONTAL & YERTICAt. I.OCA1lON IN AN AUfOl'A> FORIIAT. 3. lf Nfr U1'll.ffiES ftRE UNCOVERED DURING CONS1ftUCIION THE CONIRACTOR SHA1..L A$-BUILT THE HORIZONTAL. VERTICAL, MATERIAi. ANO SIZE Of THE Ul1I.IT1ES ANO PROVIDE lHE ENG1NE1!.R WITH THIS INl'ORMATION IN • AN AUTOCAD FORMAT. 4. IF ANY UNl(l!l(JIIN. I.A1'BW.S ftRE UNCOVERED DURING CONSlRUCllON, THE ENGINEER SHA1..L BE HO¥IFIED. .lHE CONIRACTOR SHAl..l IS-BUILT lHE LA'IEIW. .UPSIR£Alil TO 1HE END POINI' ANO PROWi£ lHE ENGINEER WITH HORIZONT>J... VERTICAL, PIPE SIZE ANO w.lERIN.. IN AN. NNJ FORMAT. SECTION DETAIL A SCALE; 1 "=5' - smm RIGHT Of WAY 176.25 F.F. , PADS •• I BUILDING • ,; ,: ,; •· :· /)<?,,;>'»)2;//J),v>,y))>>//~'>:; ;c y):. .,, ~ "<JC'- 13.90' 3.20' 3.21' GRADE BEAM SECTION DETAIL B SCALE; 1 ·=s· - GRAPHIC SCALE I I I I"! ... ~ ~' RECORD DRAWING .., . ~ 10 ! .. I .. I i ~"'; PERMIT NO. X~12-1431 ! (INFEET) 1 inch ~ 20 ft. PREPARED BY: I ' I . 11",-t-t-111---i---J---Jrrt-t-t-t-t--t,1_1---1---1---JHrrt-t--t--t--t--+--tT½'!!ll-t-t-thl'-++-+-+-+-+-+-+-'·++++++-+-+-+-+-+-+-+-l--l--+ __ ·+·++-+-+-+-+-l--l--l-_-l---l--li--i--l-l-+-.-+-+-l--l--l--l---l--1~~1++-+-+-+-+-+-+-t-l--l--lhhl-l-l--+-+-+-+-+++++++-+--+--+-+-+-l--l-----l-· --1----1----1---l--+--l--l---l--+-l--l--l-----l--l~~·~· U I ;t"q.-f-,l-+-+-+-l-l-+-+-t--1-1-++-1--11-+-+-+-l-l-+-+-l--l-+-++-1--·+•-1--1;__1-++-+-lt-+--4-. •·1--1-1---1-1-+-t--l-l-+-l--+-I-+-++~• ~ : 1-f:~-ll-+-++-+----l-+-+-t-1-1-+-+-+-1-1-++--+-ll-+-+-+-l-l-+--l--l--l-+-++-1--11-+--1 l--t---t-+-+-+--+--t----1-l--+--+-+-+-+--+-+--+--+----1-1---1---+-+-+-l-+-+-l---+-!;.J.I . . • • .. • • •• r ~~~~~~~t=~=t=t=4=~==~.=t=t·=·1=·1-:jt=~=t=t=j=~==~1-~~lli!, ~--!-+---!_:-_ -:f-----+I--_+.\--_-!+---1-+ -_ -:_ --+-1---+j--~ 4+---I+--..;:_-:c_+I--_ ++ -~ --1+---1-+~--:_ --+-1--_ +j--_ 4+---I+---1_:-_ -:f---+I--_+;_ 4+ -_ ~-+ ---:_ -_+-i!---_ -1-+--_ -1-+ -..; -1-1--_ -_J-_ -:1--.;_+j.. -_ ..j.-l--_ -++ -_ -l-+L--:_--+-I--_ -1--l--_ -I-+---l-1--_ -_I-:_-:1--_+j.. -_ ..j.-l--_;_-~ ' ' . 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' ' $ r--r--r-,-11111-11111-11--t1-11111-11--J-"-t-1-t-T--t-t-1rt--t--t--t-t-f--t--t---t-t--+-+-t--ll--t-+-t--t-+ ·-t--11--t-+--t-:.+-+-t--ll-t-+-t--+-t-t--+-t---t-t-+-+-+-+·-t ·---t-t-+-·+-t-t-t-++--+-l-+-+-t-l-l-+-+-t--l-l-++--+-'ll-+-+-t--l-l---_+-+-t--l-l-+-+-+-l'-l--l-+--1--1----1---l--t---1-l--+-l--+--!--l----l--+-+--1-+-+-l--l ri, -r-1-t-t-t-t--t--t,-rt--t-t--1-t-t---t--t-rt--t--r--t-t-t--t--t-1-t-t-+-t--'irt-+-t-t---'t-r+-+---l-t--+-+-+-·+-t--t-1-++-+---ir+'-·+·-t-+-1--+-+-+--4-J--f'·...;__1--+-+-+--4-+--+-+_;•+--4·...:·-t-t-1-+-+-+--4-l-++-+-1-+-+-+-+--"1-+--+-+-1-1-+-+-+-1-1-+--1--+--+-l-+-+-+--1-1-+-+--+-lc-+---+--+--+-~+·--lL+--1---1---1.-1--+--!--1---4_+--1---1----1--1-.--1---1 .... lr-'t"-t-t-t-t--t--t-.-_t---t--t~rt--t--+,-rt--t-t-1-t-t---t--t-rt--t--t-t-t-r-t--t--1-t-++--t---ir+--+-+-+-1--+-+-+--t-t-r•+-+---irt--·+·-+-+·•-1--+-+-+---l-+ __ ...:·++-+-1-.1-+-+-+-+-1--+-+-+-+-1-+-.+.-+---l'--l-++-+"--l--+--+-+---+~1-+-+-1--+-+--++-+-1-1-+-++--+-+-+-+-+-+-1-+-+--+-l'--+---l--l--+--l-+-+--1---1-+--1---1--1--1-+--1---1---1.-1--+--!--l---l: ! • •• . • • . . • • . w POiHOLE CONNECflOK ~TION OR CROSSING 2 WW<S PRIOR TO I 'a. t-t---J-t-t-t-i--t-t---J~t-t-++--t-t-t-t-+-+-t-t--J--t-t-++-t-t--J'--t-t-++--t--l-f-t-t-+-+--t--l-f-t-t-+-+-+--l~f-t-++-+--1--jf-t-t-++-+--l-f-t-t-+-+-f--l-f-+-t-+-+--f'-'+ ·-'f-t-++-+--l-f-t-t-++-f-l-f-t-++-+--+-l-f-+-++~',; .. iE1-~~;M~-}lr~u --. , r ~ ~ ., A 'I L • -CONSTRUC1lOH. .PROVIOE ENC1NEER Wffli ,UC, FILE INOIC'J.TING HORIZONTAL, C ' ' ' • ' I TOP ' & BOTTOM Of PIPE, PIPE SIZE ANO MATERIAL . ~ ,,,-. .. • . • • •• 1 ----• • " -1 ' ' 1 1 ,. -PERMIT NO. X2012·1431 0 ! z ✓ --+-+-t--,l-i-+-t--t-l-+-+-+-l-t-+-+--t--,l-+-+-t--t-f--+-+-+-l-H----+----l-------------..;..·-..;..·..;.·'-'--·---------..,;·__c ___ .,1._·_ ·--4----1 DE'lfSLOl'El't PREPARED BY: RESTAURANT PAD B & C g• ~ :=:==:=:=::=:=:==:=:==:=:=::=:=:==:=:==:=:=::=:=:==:=:==:=:=:==:=~==:~======:======~=====================================================·=·=:======~==·====~ ,_,, ,$-\. A, \//1-. ••• • .... CONS&ll1ING .... ' .· ' ' '' 11-+---+-+-+-+-1-4--i---1--1--11--1--+--I---I--I-+' -+--1---1--l-+-+-+-4-+-l-4-~,:'l:60\,_. -+-1 ~=--22::-=rr=1---l3 ____ REi.;:.:;CORO_;___.;;.c.Mc.c\Wtlc.c:IG..:c___ __ R,_,,fV_tS...,IO~N=s--.· ------"'-._' .---:i. ....,,.-P..,.P-. -1-0-ATE=.. ,...'-4 ' ' ' 1¥ C>.\.' llfCHEU. THIESSEN R.C.E. 56967 (EXP~!,:JI~ ~ SANITARY SEWER . i LINE 'A' PROFILE a:: r----------------..;;.,,;....;;;;=----------1c CITY OF NEWPORT BEACH 1---=,,PLA=-=-N=Of=-ECK-=NO=-. 1_1_,1s-,-:,20,,...12.....,..,,...... ~ PUBUC WORKS DEPARTMENT SHEET 5 OF 10 a: / / ; -········· y , ... -------.. I I I I 11~~~ __ ._j I I I ~~1 I I I l \ : I i I 1 . 0 0 Q: : 1/ (( l ' I ·I I I J I • ,;/ ---~------·· r-r~ \ ' --~,. "")',! ------- ----- _,c"-~ --~--- fl'•174.10 \ \ \i\-\-t~_\ \ . -~-~-: ----- \ V • \ \ I . ~.::m -~ ~ --.::.,, ~ -~ -. -·--:, __ .; .... , ... __ ..--:~:;:::..~.=.L~~ '11'.l-"'~···---~ V ~, -'Jlr-.~-,..-•ao-~-••••---_.•:----~ ~",. " \• • ~-✓--½ I PREPARED BY: DEMOLITION NOTES ~ AND DISPOSE OF EXISflNG STORM DRMI LINE. w}-Rf.McM AND DISPOSE OF EXISTING CATCH 8'SIN. lf}-PRo1Ecr IN PIJCE EXISTING ITEM INOICA"fa). STORM DRAIN CONSTRUCTION NOTES 50 CONS1RUCT 18" flCP 2000--D W/ BEDDING PER Cl1Y OF NEWPORT lltACH SID-106-L 51 CONS1RUCT 17' PVC SDR-35 W/ BEDDING PER CITY OF NEWPORT BEJtH SID-106-:L 52 CONS1RUCT JUNCTION SlRUCTURE NO. 1 PER CITY OF NEWPORT BEJtH SID--310--L 53 CON51RIJCT CONCRElE COLLAR PER CITY OF NEWPORT lltACH SID-313-L CONSlRUCT CURB INLET TYPE OS PER CITY OF NEWPORT' BEJtH Sll)-306-1. L=3.5' WITH TRITON CURB @-INLET Fll.TER INSERT 1RCJ'5 AND STORM D1WN S1ENCL PER D/8. CONSlRUCf CATCH MSIN WITH 2X SLOPED BOTTOM FROM OUllET PIPE. SEE 1.ANOSCAPE ~ Pl.MS FOR INlEllRAl. eoLOR. @)-CONSIRUCT 6'X8' CONTECH STORMFlLTER CURB INLET CATCH BASIN PER DETAIL A/9. SEE LANDSCAPE MCHIIECTUIW. Pl.MS f'OR. INl'EGRAI. COLOR. ®-CONSlRUCT 6'X8' CON!ECH STORMFIUER • CURB INLET CATCH BASIN PER DETIJL B/9. SEE l.ANDSCAPE . r·. ARQffl'ECTUIW, Pl.MS FOR INTEGRAL COLOR. • 57 .• CONSlRUCf CONNECTION ASSEMBLY PER CITY OF NfWPOl!f BEJtH SID-312-L • •f16 CONSlRUCf JUNCTION SlRUCTURE NO. 2 PER CITY OF NEWPORT lltACH. SID-311-L NOJES 1. * * POTHOLE CONNECTION I.Or>.TION OR CROSSING 2 .WEEl(S PRIOR TO CONSrRlJCTIOt{ • PROVIDE ENGINEER WITH 1CNJ f1lE lNOICATING HORIZONTAL, TOP & BOTTOM OF PlPE, PlPE SIZE AND MA'JERW.. 2. CONTRACTOR TO AS-BUILT PROPOSED SEWER, STORM DRAIN & DOMESTIC WRER PRIOR TO BURIAi. AND PROVIDE FHG1NEER Willi HORIZONTAL & VERT1CAl LOCATION IN AN AllTOCAD FORMAT. 3. IF ANY UTIUTl£S NI£. UNCOVER£D DURING CONSTRUCTION nlE CONIRACT0R SIWJ. AS-BUILT THE HORIZONTAL, VERl1CA1., . IWERW. AND SIZE OF THE U11U11ES AND PRCMDE THE ENGINEER WITH THIS INFORMATION IN AN AUfOCAD FORMAT. 4. IF ANY UNKNOWN • lATERAl.S ARE UNCOYEREll DURING CONS1'RUC'IION, THE ENGINEER SIWJ. BE NOllAED. THE CONTRACTOR SHALL AS-8UII.T THE lATERAI. lJPSlR&,M TO THE END POINf AND PROVIOE THE ENGINEER WIii! HORIZONTAL, ·VER11CA1., PIPE SIZE #ID MAlERIAI. IN AN K:NJ F'ORMAT. ~"' GRAPHIC SCALE 20 0 10 ~ I w ~ ~ 1--1 ___ ______,I ( IN FEET ) M ..... ~ ~ £3' I RECORD DRAWING 1 inch = 20 ft. PERMIT NO. X2012·1431 ~ RESTAURANT PAD B & C ~ .. ~~-· STORM DRAIN 3': 11-22-13 RECORD DRAWING. '19~0IIM LINE "A" FROM STA 10+00 00 TO STA 13+40 76 :$ 01~1♦-tl Al\'ISEI) ffAR9SCN'E c 12--05-12 BUii.DiNG "B" EllJ>IINSION 09-10-12 mo .STORM D1WN LINE ~ 0 ._ ___________________ ...,1,...,:N~O:;... _,_~DA~TE;;..1. ___________ ~REVI:.:· ,:;:;:S::.::10:,:.:NS,;.. _________ ,.i..A~P:.,;P·....,iDA;;. 1:.:TE_ •• """----------------'------....i..:11111::;;Mll;;,:,.:,:.THIESSEN:::;;;;:,:;... __ ...;;;R.C;;;;;.E.~5696;;_,7.,.(EXP;;;.;·~&/~30;;:..f1~5) __ ...... __ PU_eu_c_wo_RKS_DEP_ARTM_e_NT_· __ .i..;;S;.;.H,;,;;;E;.;;;ET;.;...;;;;;;;ii,6__,.;o,.ii.f __ l_Oiiiii· ;J I l 1 I t ! I . 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PIPE Sil£ AND MAlERIAL ~ I ····+--+--+-1----<-+-.--t-l-+-•···'·· ·-----~--r·t·-,~i--r,---i-,-r-,1--r-,t-1,-tr•'----r----.... ,.. ..................... _ ..................... _ ............... _ ....... .L-......... _ ................ ':r-l---.!-r ..... -.... ...1.,.~~'.':'.::::::~i-... .1-....L...1-"'...1.··-1..1 ... ...1 ... J....ii .... "'· ... • .i..~...J.1-1 ... J..J....1....1.-'1..' ...l.ra.J .... .l...l'-J...J....1. ... :..J_.1...J..':J.'.:J-=..l:..J..:-:J•..:':..i.~:.: ... :iJ=-L ... :+..:'J.'U:.1.".:J':..:"li..:.i'_.:.;.;-1-:i...JL... _____________ ..,!:P:ER~M~rr.!.!N~o:·:.;X20~~1~2~-!!:4!;3~1~i o .---t--t--+--t--:----it-t---t--t--t--t--t-r--t---t-+-'--t---!-t--+--t--+--t--f--lf-+--+l----l----+---------------------------ll-----1-----1 DEI/Eu:iPIER: PRl!PARIED BY: ..;. I I - ~ : : I i : V I i •+--'--l-----+--'-+--I--'---+-+--+-+-+--+, e---+-+,-.J.*w---H-----+----J------~--------------'-'-~~--------1----L---...I I 1 ~ r--t---t-,, -1---t-c:t---t--i-+--t---1--1---t-,--+--+-t-+-i-+--+-,,-+-+-f--+-++---+---+---------~---'------~'---·------~-----1···:.....· __ -J_:....:.· __ -1-_-'----1··'.-1 l----+--l--f--1 -C·---+•--f-·--+---'------+----+--'--'--·-i'-+---'--f-+--~-+---+---+-4-··---~+--t-+l'--ft,c----il-----'-l--""-----------------~----......;.·_e-------+--··---1----....f ,;-.--r-t-+---t--t'-t----J----lc-r-t--t-t---+--t----t--t-+-+-++++--+--+-+-+-+--+-t-'-n/\..._+-11_-~22_-_13+RECORD=---=Dlllc.:.•=IG-"'.--------·~....,,..,,..-----'--..;__;---+---·--1----t ~ rt--+---+--+'--t--t--ll-l-f-t--f-+--+-+-+-+-++++++++-+-+-+-t-L/f!:.•\_.._+-10-:......:.:12=--..::12=+:M:'IISm:::· ..,,:.:::::_::,STORM:,.:. :,:::....:::IIRJ:=,t4t::..:l...:LOW::..::,...:,,FLOW:;:· .::...::INl:::ltff=' ;;.I .:..FOR.:;.;...:,UIE:.:;..."E".::....:..:PROf'II.E:::..:=.... __ ...c· ___ -+-·--..+-·----1 ! 1--4---!----,--l--+-++-+---1---1--li-l--+--+---+'--l-·-+· -+-+-+--1--li-+-I -+-l--i-l-1-1-~/~\...__ ... 09C-':::--.C,10-=12.:+REVISED~--"S_:l'ORM..;_· ___ llRl..;_..;_\AN ___ UNEi-..::·,...::·...:•:..:...:AOO:..:lfll==-l =UNE;;;;.,.;...:"E":.c..:.PROf'II.E:.:. ==-----__;_ ___ -1-·'-~-1.---..I 0 : • , ' NO. DATE REVISIONS · APP. DATE • IRVINE COMPANY , Since 1864 IIITCHEU. n-ll£SSfH R.c.E. 56967 (EXP. 6/JO 15) RESTAURANT PAD B & C i STORM DRAIN ~ UNE "A" , UNE "B", UNE "C", ANO UNE ''D" ~ r--,:;;;:-------------.-------------10 Cl I Y OF NEWPORT BEACH 1---PLA_N_CH_EC_·_K N_o_. 1_11_s-_;ro_12_---~ PUBUC WORKS DEPARTMENT SHEET . 7 OF 10 ix -~ C .s C < .~ j :!! Iii a" :el <'-i .., 0 N ' N N ' -~ 8 J .,_ r d .., N 'j; ~ Q. -.;; ~ " "6 0 ... ,-. "' ... .;;; -u ~ B ~ Q. ,:': > 0 z ~ "' 0 r i TEE V 90°BEND GENERAL NOTES: VL 4S0 BEND 22ff•BBND 110°sEND TYPICAL THIWSTBLOCK ,_,_ ____ ....... 1a. ... «11n ___ _,.,...~ ....... --.. oeo-c--. 2. 1'hnlat Moaka thall har Qrlllllwt undtiatutNd Ml. bodtffl OOl!.Pldld to 100I: ,.-,. dmji. :la i. ...... tOO £ 100 lilulry. 3. ~ m L x Hare computed for te.t p,wea of 221 PSI" MtllM IGtd tn G cob lllfill:i::I lilll ee-o,· wftll llblmal GnQle of frlCtiah of :sr, a unlt wel;ttt of 110 f'a, and ot leGtt 39• Of cow,. 4'11aomg-L•H-bo-a,■db)'tloo....--.-(A)i.-.--ooll-I -- (8) ha,. -lhan J6" of -• (C) d 1Hi l8otod at ,... lhan 2215 PS ar (D) .. "°' ........... ., • 1llllng or ---· II. L lo _wdl,.ottl~ -to H for ---L lo ....... -H for largor --M -"°' -t:nndl ~ SN S'm-101-L fOr slllidahf bwtOh ,.,_...._ ,_ . -· THRUST BLOCK BEARING AREAL X HIN SQUARE PEET F"""1J&S. Ddtll8"" r ...... o-,...._ IS°B-4 nil"...., 4' 6' 8' ll" 16" 18" 24" 30" 1.7 2A 3.7 5.3 6.7 9A 15.0 21.2 -· 37.6 33.7 47.6 59.9 84.6 93.6 132.2 CITY OF NEWPORT BEACH PlJBUC WOIUCS Dl!PAllTMl!IIT THRUST BLOCKS 2A 1.3 S.3 2.9 9.4 S.I 21.2 IU 37.6 20.4 47.6 2S.8 84.6 4S.8 1~ 11.S Afrkvi'Elk ICE NO. 36106 D1lAWING NO. THRUST BLOCKS 0.7 u ,A •• 10.4 l" 23.l 36.5 JJG0&,,,4 ll.3 0.7 u • .2 • IL7 18.l DETAILS PER CITY OF NEWPORT BEACH STD-510-L-A NOT TO SCALE FINISH GMflE P.V.C. lO SURESSSIEEI.. AIW"TER f' P.V.C. 4' MIN. v=:m:: I " SURESS STi£I. llUNI) flAll!E I . I I I l _L • FlODR _, D.t. IIISER wmt t.V 11111:11 SBPRIGl>.PlASJICFMIBP lO ,W:,, f\EXllllLDY. POUR Sia NMINSI" BP lO NTMI r • Cl.FM llPEIIIN8 ~ 0.1. Pll"E. lHlCKDID SLM PER . SllUCIUM. PlMS '--lllRl,IST BLl1ICK . f' STAltM ::SS S1m FR lJIE PERMt'M.0N1HISHEf ELEVATION.A UNDERGROUND FIRE LINE AT BUILDING F8 PER PI.At4 FI.Ufl - NOTTO•SCAI.E !MR {l'laJCJ I ~ F'IRf: (PRjlM'} I I I I ___.--4' OOIJllf CIC IE£t:ll1R ASIDl!IJ FEBCO IIOl'lll.876 (U.s.c.~) IIIE'fAI. SlCIN wmt 1" HIGH t.1£1.ER\!.G ON A CWRLY CONIRASllllG ~ PERMIEIOI.Y llllUNml '1HRUS1' BLl1ICK PER fflY Of NEIIPOllf IIEAllll SID--&tO-L-A 'IHRUSI' flWCK PER fflY OF ffEWl'i'ORf IIEIOI Slll--&fO-,l-A NOit: ~ 10 l'ftCMllE CONIIUII" AIIIO .CAIII.ING ,_ ~ Sl'A'IIGNING AT ML TO 18' OE'IECTOA CHECK. A:lC TO BE A FR I.ISB ASSallllY. • • FEBCO MODEL 876V DOUBLE CHECK ASSEMBl Y E NOT lOSOU: 8 ,.,._ ~ ",,_ " " PROP 1G' SOR. 35 " " " " CONSIIWCT 1111 PER lffl'I' OF IBl'ORl' BE'tO!· SID " " EXIST ff 'A:P SEWER J "" '- RElilOYE INIERl'ERll«P-1 PORl10II • OF' EXIST ff lMROUGII.NEWMH PROl'M.liNMOI.£ " " e1--1. " " " " MANHOLE CONNECTION WITH EXISTING 8" VCP NOflOSCAl.f r----t----t--------------------'--"---'----'---+---+-~-1DEVELOPSR: 24" CAST JaQN FltAME & COVER Willi QAH:T ('IWJ STANDARD) SEE DETAIL B/8 FOR. SAMPLE BOX 167.8 RIM 167.7 RIM 167.9 RIM 167.6 RIM AS REWIRED 167.5 RIM I "'-:I "'"g Jj .. . • .. .. 4" INLET & OUTLET Plf'E AND FITTINGS STANDARD GREASE INTERCEPTOR #1 TOP .VIEW (COVl!RS REMO'l'Ell) t--,.----,---10'-81' ------I r----7r-, I G#. I 7 5'-7" I -· · • · .. • 11 .._____,, I L _____ _JL _ _J J ■ LIQUID CAPACl'tY: SEE PLAN • TANK DESIGNED i·· H-20 TRAF.FIC WHEEL LOAD WITH DRY SOit. CONDITIONS WA"IER TABLE 8£LOW. TANK) EARTH COVER O TANK NOT TO EXCEED 6 FT. CLEANOUT VENT PIPE INV. PER PLAN TO PVC SEWER a• VERT. WYE INV. PER PLAN SIDE VIEW (CUTAWAY} • SU!TA8LE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANOLE ANTIClPATED LOADS. THE EXCAVATION SHALL. 8£ BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO !!Ol!. MAXlMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GE:OTECHNICAI. ENGINEER. ■ FOR COMPLETE: DESIGN AND f>ROOUCT INFORMATION CONTACT JENSEN PRECAST; GREASE INTERCEPTOR NOi" TO SCALE JENSEN PAECA$T -MClOEL JP1SOIECE-C STORM DRAIN STENCIL NOT TO SCALE ffi PREPARED IIY: t------+---+-------'--"-----'--'-'---'--~----'+------4-................. IRYINE COMPANY i--<-+->---+-'..:...-=--..:.:+:.::REi::.:CORO::.:::..:OAAWING.=:.::::...------'--'----'-------4---1----' • Since 1864 • 1 RDISED G.I. Rllil EI.EVA'IIONS & DEPJH. NO. DATE REVISIONS APP. DATE 24" CAST !RON • FRAME & COVER WITH tw5KET (1WO STANDARD} 175.6 RIMO~ 175,4 Mi~ • . 176.2 RIM- l75.S RIM SEE DETAIL B/8 FOR SAMPLE BOX \ 4" INLET & -' OUTLET PIPE AND FITTINGS STANDARD AS RE~RED ' ' (CUTAWAY) -176.2 RIM• /CLEANOUT VENT PIPE INV. PER PLAN GREASE INTERCEPTOR #2 1' PIPE LENG1H INSIDE WALL '--.rniiy t TO SIDE 'o1EW ,-WALL CUTAWAY SAMPLE BOX yV,f>.,.)~/ v/,J . / ;'(, ' ' ' ~½ ,-,~ -~ 32• ' ;~; DIA. ~COMPACTID Fill OR UNDISIUR8ED . EARTH TOP 'o1EW - ---i CO'IERS I AND __ .J RISERS REMOVED 1' PIP£. LENGTH VAULT TO INSIDE WALL SAMPL£ BOX ilOX WEIGHT: 1250 LBS. BOX DESIGN LOAD: H-20 lRAFl'IC 24" CAST IRON FRAIIE 8c COVER WllH GASKET (GASTIGHl) AS REQUIRED (AT EXlRA COSl) ~ 2432-oJ RISEll-3" 2ClHl6 RISEll-6' 2432-12 RISER-12" 17' • PIPE CONNEClOR SEE DETAIL BEi.OW ~ WITH PIPE (AFlEI INSTAl!AlKlN) OUlSIDE ·, ,, DETAIL PIPE(~TCR PIPE CONNECTOR CAST INTEGRALLY IN WALL WILL ACCEPT PIPE 0.0. (INCHES) MIN. MAX. 4.25 6,25 SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDIS11JRBED EARTH IN lRAF'FIC CONDlllON. FOR COMPl.£TE DESIGN AND PRQOOCT INFORMATION, CONTACT JENSEN PRECAST. SEE Z-LOK PIPE CONNECTOR PAGE FOR ADDlllONAL INFORMA Tia\ SAMPLE BOX NOi" 10 SCALE JENSEN PRECAST -MClOEL 2432-Z ED t") .-t :;a l"i N I RECORD-DRAWING PERMITNO.X201d-t431 ~ RESTAURANT PAD B & C ~ DETAILS I f---------------------------1 PLAN CHECK NO. 1115-2012 ~ l-s=-H"""'E=ET==--..,,..s-----,o,......F---,.1.,,..0 ...... ~ Cl I Y OF NEWPORT BEACH PUBUC WORKS DEPARTMENT A L f i r B N 0Ul'UIT CMT INP\MlE Cllll!AND GUl'IERWITKLOCAL U I Pl'lAT INLETIY - .., I 7 T---,: IILET PLANYEW FACE OF CUA8 CM!T IIIIUCl!CJl!B ANDGUT1ER WITH IJlCAI. DIFFEIIIOHAT INLET fNeQNl'IWmJR FRME MDCCNERNIJ l ~•is ...... ,-o,-.i. d 1· ....... , •• • '' _ ...... ,jl&iA(M,.,.~ 1 • z-M.Ul!Wil; I Cllll!INl;l!tl;lillE. ~ 1 1 I ~.- :"'.' . l'a'llllllf~ • • _, •. : • . • -~ ootftllOK _"" __ _ ·-0 CURBINf.lT!lff• .• • ..,.,.,,. .. IK I l 11_-."_, "dMililCIIIJllll'l'llH . • •• ,., . 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I •. - _ .:-• -. •.-~....,.wu-r1,1f'NJi•• .. ••m•:JiilM.·_.~_,.~~•••• ... .,...~~ • • ;w.--..111 ll!IM~"!.Clll,._M~Millilill1'~ ■1tl .... _ ;f$'_ .·· 8•,~ • --•a ■l!llll-. • •••••• ····••••····.··· .· • •• •· • • ·••· •• >> • .... • .. · .•• . l.:~,atlM.L~:•-.' _·:t_·_~ DIM ._--jiCLlidQ§!d•lftM--..., __ 1· ·:,:_'"!Cf~~-- ··•m•a....~;..-~;,¢; "• ....... , .... ».----•-- : ll_l)D_IO~-□ :•z hJl:ff .. • _ = . ,· : : -.: L.,CCJlfflitt)ld(_,__,_ . ¥wml#Lf!f" .. _,....,,. .. .,...ti.Uid'l}'IOUFfAJO•Nt•L ·••= .. ===-~~::'L •• ilt...llllCllll!llli-••~ .. · . •• . h 1 • • illlllfl ile>MICIWllll!.-~------l!Mlff-OUl'UIT"M'lfU'.l!IR.• • £. ~"!li)~-~----¢!11( ••• •. ll-!M'lll11!!. flillll~T..-, • • •••• . : , ';'·· QC;;snMdt.41'0·TRCIP1 I 1101 ••aMUWRll.:YCi-tl!O;HMhU •lllJDMOMIIRUCttl;SJ ~:'""''"*~::: G, tx.lffllAmlMWUBilMl-1111 lU ·••JtMitPawlll~:llil& .. ~~lllt ti11_ff~- -•• -----I .. ~ 1 ....... i: .• SF -CB #1 DETAIL NOTTO SCAI.E .tm::. SEE I.AHDSCM'E ARCHl1ECTl.llfA PLANS FOR Dt1tGIW. COLOR SPECIFICATOIS. CD 1 .. 1----+---+------~----~--'------~-------t-.,..,--t-~---i Dli!VEI.OPER: • IRVINE COMPANY · Since 1864 FM& fll;IG -llffll mP.,. HCEOF - -.tNl'UmCUM ilJN> !llll'l'liftWlffll.QCW. JS 14 II 081!.T Mitt IIY~ • •. ... .. oun;si,---FL""11QN ;rt••-- - PREPARED BY: 1"'"---~--------1 . A J . ·;. ,• _-·, . ' ' ':, ,' .. ::'·: : ' . '" ' . : ··, ',. :·, '. _:' "; ·;.,, ' ' : '_. :· . ' " . . . . • ' ••/,,, . . ~..-CIRl -0t. a•• • • • . . 111111'L.llllollAINilllll-{ILKI ii-• l"M_,. l'Wlt r· "l'Ull!l'lllf'· 1. ,.......... atl!QUIV' 1 "•IA'.llf:ClllfMlllll . .,..,.,,~ 7.·•.··•·· ::i:t. ·a SF -CB #2 DETAIL NOTTO SCALE .tm::. SEE lANDSCAPE ARCHffEC1UIW. PUNS-FOR INIEGIW. COLOR SPECf'K'AllONS. -..n,K CON$1411NGINC. 19 TfC!ilNOI.OGY DRIVE IIMNE,CA 926111 a: ai$...PIL1111l • • I t t _,_ '¢4-'1¥ Q<IW11Qri CD FL'll!R-'l'll'E - 1 9' xx- Ii I I RECORD DRAWING PERMIT NO. X2012-1431 RESTAURANT PAD B & C ·oETAILS 9: .. 923.6000 1-----------------.....--------------1 M .... Fl ~ l!) z I CITY OF NEWPORT BEACH Pl.AN CHECK N • 1115-2012 i I s 11-22-13 RB:ORD DIWIING. R.C.E. 56961 Pusuc WORKS DEPARTMENT 1--::s::-:H:-:::E==e=1:'--"l't-"---::o=-=F=---::1;;.:o:--1 ~ -L-----------------.....1.JN~O .... ~D~ATE,u_ _____ ~REVl~Sl~ONtsS:.,... ______ ..J..QAP!JP;_. ~DA~JE~--------------.i-----•M1TCHEU..::.:::;~1111ESSEN:--.....;:::;:;;.:;.:;,:;.....;:;.:.;:,-,1, ______ ~ ___ ..i..;;.;...;;;.......,...iiiii-o,..;.._,;;;;---aa:: GENERAL NOTES: 1. G{6JE'.6iiitW.. INF"ORMAllON: PER GEOTECHNJCAI. REPORT PREPAR£0 BY NMG GEOTECHNICAL, INC. PROJECT NUMBER 08034-02. OSHA TYPE "C" SOIL 2. SOIL TYPE: SANOST0NE AND SLTSTONE 3. WATER T-.E LOCA 110N: AT OR IIELOW BOTTOM Of EXCAVATION 4. llilS PLAN IS PROVIOED FOR WORKER PROTECTION ONLY TO ALLOW TEMPORARY ACCESS DVRING OONSllltJCTION. CONTRACTOR SHALL VERIFY lliAT 11-IE SHORING PRO\IIOES SUfl'1Cl£NT WORK SPACE AND CLEARANCES PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. 5. All WORK SHALL BE-COMPI..EW) IN CONFORMANCE WITH 11-IE CONTRACT DOCVMEN1S. 6. THE SHORING IS ASSl/MEO TO BE IN PLACE THREE MONTHS OR LESS. ALL WOl!K IS ASSUMED TO BE COMPLETED DURING THE DRY SEASON ANO DURING RAIN EVE"1TS. SLOPES SHALL BE PROTECTED Willi PLASllC SHEET OR OlHER APPROVED MEANS TO PREVENT EROSIOi'I ANO SLOUGHING. 7. THIS Pl.AN WAS GENtRA TED BASED ON GUIDELINES PRO\IID£D IN lHE CALIFORNIA TRENCHING AND SHORING MANUAL. 8. EGRESS, IIHICH MAY INCLUDE LI\OIJERS. RAMPS, STAIRWAYS, OR OlliER APPROVED MEANS, SHALL BE IN PROW)ED IN ACCOROANCE Willi O.S.H.A. REQIJlREMENTS FOR CONSlR\JCTION. 9. EXCAVATION SHALL BE DUG NEAT AND TIGHT TO THE WALLS Of THE SHORING SYSll:M. F1LL V010S BETWEEN THE SHORING AND EXCAVATION LINE WITH SOil OR BEODINC MATERIAL 10. CONTRACTOR SHALL JJ)CA TE ALL UNDERGROUND U11LITl£S WITHIN lHE WORK AREA PRIOR TO EXCAVATION. THE IJNOERGROUNll SERVICE ALERT SHALL BE CONTACTED BY DIALING 811 AT LEAST TWO WOOKDAYS PRIOR TO EXCAVATING. UTILITIES WITHIN THE WORK AREA SHALL BE ADEQUATELY PROTECTED TO PREVENT DAMAGE. 11. HANDRAII..S, GVARORAIL.S, ANO/OR BARRIERS SHALL BE PRO'IID£0 IN "CCOROANCE WITH O.S.H.A. REQUIREMENTS FOR CONSTRI.ICT10N. . 12. PROTECTION F'R0M HAZARDOUS ATMOSPHERES SHALL BE PROW>e:D. 13. WORKERS SHALL RliM~ Mllilll 1lfE PRO'TEC11lD AREA AT ALL TIMES. 14. WORKERS AND 1HE PUBLIC SHALL BE PROTEcriD FftOM A1J. POTENTIAL ONSITE HAZARD$ INQ,I.JOIIIG A¢CUMUI.AlllilG WAlER, LOOS£ OR FAWNG DEBRlS. ANO IJNSTAllllE A!l.lACEIIT S'IRUCTUll£S. 15. THE CONlRACTOR S1iA1.1. BE SOI.El. Y RESPONSll!I.E FOR All EXCAVAl19N ~ AND l'ROClltJUM:S ANO SHALL PROVIDE All MEASURES NECESSARY TO PROTECT lll'E AND PROPERTY DUM1C CONSTRUCTION. • • 16. A COMPETENT PERSQN· SHALL PROVIOE INSPECllONS DAIL'!', AF1!R R~ sroRMS, ANll AS fl£QUIR£ll F'OR FIAZAIIOOIIS CONDl1IONS. INSPEC1IONS SHALL BE PROIIIDED .IIEFORE WORKERS ENlER lHE PROTECTED ·AREA AND A$ N££OED '!l!IIOUOIIOUT lHE WORI< PERIOI). THE . Wm £ Ii.NT PERSON SHAlL CHECK FOR POTEN11AL CAVE-INS. INDICATIOII$ Of FAILURE OF 11-tE PROTEC'IIVE SYS'IEM, AND KAZAROOUS AlYOSPIIERES. If THE COMPE'IE!fl PERSON rlNOS OR SUSPECTS ·A ~ SITVATIOH, WORKERS SHALL .BE RIMOli£O FROM THE P!IOTEC11!D Al!EA ANO OIIR OFF1Clt SHOUI.D fi NQTIFIEtl IM.IIEDIA1El Y. NO WOR1<1RS SHALL RE'IIJRH TO THE PROTECTED AREA LINTIL R£MEl:)IAL. IIIEA$UAES THAT HAIIE BUH APPROVED BY BJ(. WEllJ!fGTON ENl/llNEl!lllhG (B.K. W.E) OF'Flct ARE IN Pl.ACE TO INSURE 'fllEIR SAFET't'. 17. DESIGN SURCHAROE DOES NOT INQ.UOE RA1LROAO LOADINO. IF RAILROAD IS CLOSER '!HAN 15' + 2 TIMES THE DEPlM Of EXCAVATION FROM lHE RAllROAD EI.EVA1lON PLEASE NOTIFY 11.l(.W.E. FOR POSSIBLE REDESIGN. 18. H011FY B.K.W.E. FOR APPROVAL OR POSSIBLE REDESIGN If UTILITIES OF 30• IN DIAMElER OR ·LARGER ARE FOUND 'M1MIN 411" OF THE SHORING 'MIICH ARE NOT -ON lHE SHORING DRAWING$. 19. N011FY B.K.W.£. FOR .APPROVAL OR POSSIBU: REDESIGN. IF S'llll.le1\IRES ARE CLOSER THAN I.Ci TIMES 1l1E OEPlli OF EXCAVATION fRDM THE SHORING WHICH ARE NOT SHOWN ON THE SHORING DRAWINGS. 20. SPOILS SHALL BE PI.AQ'.D SO lHAT RAIHWATER AND ·O'll!ER RUii-OFF WATER IS CHANNil.iO AWAY FROM THE EXC,\VATION; SPOIL$ SHALL BE PI.ACEO SO lHA T THEY CANNOT IWN, SUD£. OR FALL BACk IIITO THE EXCAVATION. 14• o· - 1·-0· 4•-0· o.c. TYP. i I r - I I --I I I \ I ,_ I . !., _____ VERTICAL RAil OR / .C. MAX. C'ILINOER QUIK-SHOR EQ. 0 48" 0 W/ MAX. CAP ACITY Of 23 KIPS FORE INSTALLING ASE INTERCEPTOR TYP. REMOVE BE THE GRE , ~ "" -7 I s·x1s•x1• STEEL / PLATE TYP. b ---.. ---.. I \ I \ I \ I ' \ J I I ,:, '-. -' --I I -----e--7-.J (P) GREASE j .. INTERCEPTOR ,, B ' I .. I '-6 ./rr .,. 0 DETAIL 1 i---------- Scale: 1/4•a1'-0- SlEP 1: EXCAVAlE HO!.£ PER OAAWINGS (PER CENERAL. N01E 9) TO DESIGN DEPTH ... ,,,, A,.._ '\. 6 - W& SHALL CONFORM Tl). K F'OU.,Ct!IIG: -MOE flAIClE, HP, ""I> $1RIJC1IJIW. TEE: SHA!'£$ SHAU. CONFORM TO ASTM A38;.· AS'12. OR ""2 (GRADE~). . . · ..• --otMll£I..S AN!) ANlll£S SHALL ~ TO ASTM AJO, -'S'!IWCTIJRM. Pl.Ali: SHALL CONFORM to AS'IM "311, U.N.Q. -HOU.ow STRUCTURAL SEC'IIONS {Ii$$) SHALL CONFORM • TO AS'lli' ""'81), ·GRADE 8 (46 kSI). . -'PIP£ SHAU. CONFORM 1'!). AS'IM A5J, GRADE II ( 42 KS!). 2. W1i1.D1NG SHAIJ... BE IN AceilRDANCE Wl1H OJRRENT AWS WlllDIN6 C0llE UlllNO E70 SERIES E1.EC1ROOES. ~~~:r?,ltTED GATA SHALL BE KEPT GN· snt llflH A COPY ATTACHBI TO 1HESE Pl.ANS. 2, MANUF'AC'IURER'S SPECIFlCATIONS FOR USE SHALL BE 4DH£REO TO. 3. Al'IEIINATE.~ RM. SIZES 't\l'IM tQUIV~l' SOIi. PRE$SUR£ CAPACl1Y (PSF RA 11N11) MAY BE SUBSTI'I\ITED 'illlli WRIIIU, APPROVAL F'ROlit B.l<. U 4. PICklHG AN!) SEl1lNG RAII.S SHALL U'IIUZ£ MANllFAC'RJRIR 5PlClflEI> UICA1lONS. 5. l\lE VERTICAL RAIL SHORING SHOULD EX'IEND AT· LEAST. HI" (0.46 m) ABOIIE l\lE SURROUNDING AREA IF THERE 1$ SIJlPlNG TOWARD EXCAVATION. &SPOIL .. ···;:g SPOIL • .· ... X•ff · EXCAVATOR x-44)' 3 CY I..OA0l!A •• . X •.4'--0" HS 20,.44 ll'!AFFIC X., 1141" ,t( .. RAI,.. ''•,' . X=2'..fl" • DUtilPlRUCK • X • S'.o' ~fflUOI( .. X•ll'.o' 5 = t.QADER . X=S',O" ~ ' ,' : . X•T8D ,. . • SPOIL PU ti/F ff -0" TALL W/ I; l SI.OPE QI SIDE !'ACING EXCAVATION ,.. lHIS APPLIES ONLY l'IMiN CONCRETE lRUCK IS ~ ANO TAG AXLE IS OFF' K (lltOl'R«).• (Uf'TI!D UP) -CAU. 13.K. \!iEI.IJNGTQI Effilll E•IIING FOR CRANE CIFl'SET t:HSTANCE$ SEEOl'FSET TAIII.E TYP QUll!-SHOII WR1ICAL RAIL OR Ea. O 48" O.C. MAX. CY!JNIIEII W/ MAX. CAPACITY ot 23 JQI'$ TYP. RalO'IE B£HN. IIISTAWNO THE a£ASE lll 1£11CEPlllR "' t J. :-: •:->_. ... _.: •1.:<::i•}· -:::;.~-.-.-\·•·/ •• .-. ·.-;;;:-·!-• •• ·-~ -:; ·.:; :-::.:·(;· •j• ·;::.~:·-~ o('i.•::··:·:· · EXCAVATION IJNE MINIMIIM • DEWA'IERINO SlEP 2: INSTALL \IER'llCAI. RAILS ANO STEB. Pl.A lE PER ORAWINGS. (st£ GSreAL IIOlE 9) B!DDIIIG PER SPEC 0. ___.SE ...... CTI ............ ON _____ -,--_ Sale: 1/4"=1'-o" STEP l: IIISTMJ. 11EDD1NC MA11!111AL PER SPECIFICAnoNS 0-.·. _SH_O_RI_N_G_· PROCEDU __ .. _. _RE ___ _ Scale: 1/ff'•l'--o" ,,,. I ~--\ S1EP 41 REMOVE SIIORING AND INSTALL GREASE .11!1 lllilCEPl'OR PER MANUF'AC'l\mtS SPf:CIFIACA1lONS ,> Sl-fORiNG ENGINEER t---+---t-------------------------------t----t------t OEVa.OPER: B.K. WELLINGTON Engineering 2m CLEVELAND AVE, STE !02 • SANTA ROSA, CA 95403 PH:(707) 595-5423 -FX: (707) 595-SnJ • IRVINE COMPANY Since 1864 \ / ~ GREASE TOR fl O___;S~IT;;..;.GRE..;;;~_;!_;LAN;;.;....;.c· ..;...._Sca_le:_3/3 __ 2----1''-0"- INTERCEPTOR #1 i 'b I .... - 0 ; - SE£ Ol'FSET TABU: TYP 8'xl5'•1• STEEL PLATE TYP. ' "-' ' \ QUU(•SHOR VERTICAL RAIL OR EQ, 0 49" O.C. MAX. CYLINDElt W/ MAX. CAPACIT" Of 23 KIPS TYP. REMOVE BEFORE INSTAU.ING TiiE GREASE INTERCEPTOR £)(CAVA TKlN UN£ (SEE GENl:RAL NOTE 9) IIElllllNG PER SPEC. ® SECTION Bi-------Scale: 1/4"•1'-6" STEP 5' BACKFILL HOt.E PER SPECIFJCA '!IONS PREPAAEO BY: Sb:I C STANl'K CONSUl.llNG INC • I9 lecHNOI.OGY ORM llMNE, CA 92618 949.923.6000 - \ 0 0 1---SIT_E_PLA_N __ ___ GREASE Scale: 3/32"•1'-0' INTERCEPTOR #2 0 .... ... ~ } f PERMIT NO. X2012·1429 I ~ ) GEOTECHNICAL FIRM: NMG GEOTECHNICAL, INC. 17991 FITCH IRVINE, CA 92614 PHONE: (949) 472-2442 GEOTECHNlCAL INVf.STIGATION AND REVIEW DATED JUNE 18 2012 PROJECT NO. 08034-05 SHAHROOZ "BOB" KARIMI ASSOCIATE ENGINEER, RCE 54250 (EXP. 12/31 /13) RESTAURANT PAD B & C SHORING DETAILS \I • N _, 0 N «t -I ~ CITY OF NEWPORT BEACH 1--PLAN_CHECK~_N0_._11_13_-2_01_2 __ I ...__.__No_ . .....,_o_AT_E _______ R_E_v_1s1_0N_s ________ .....,. __ ._A_P_P.111111111,,iD_,A_E_ . ..__ .............................. ________ ....., _______________________ PU_s_u_c_WORKS_._DE_PAR_:r_MfNT __ . _....i._SH_E_ET __ , oiiiiiiiiiii_o_·_F...iii\O___,J