Loading...
HomeMy WebLinkAboutS_5184_S! §. ' '· ~ ~ •> ~ ., i t ~! b ~ :; ~ ~ z cc 0 ~ • ~ ~ , 0 'I' w· ,, ~ " ~ > J g ' i ' ~ " ' • ' « _!!; • ' ~ ~ I\ ~ ~. ,, ~ VICINITY MAP ~ ➔~ -1/--..!.~~-----t ~ Ii "' -A\1£. ~ i I l QTY rE COSTA MESA IICTOIU 191N ® INOICA TES AREA SHOWN ON LOCATION MAP < ST. CW£~ ; i :z: ~ -==- PACJFJ;~~~ OC'('-44' .~\ #'~~ ~ I * a N. T.S. PUBLIC WORKS IMPROVEMENT FASHIO!N I PLAN FOR ISLAND AUTO COURT D VELOPMENT PROJECT APPROVED: DATE: 2/20/01 -~-~- PUBLIC WORKS DIRECTOR APPROVED: ~-4 D~ (SIGNATURE-ON-FILE) DATE: 2/20/01 -~-~- UTILITIES MANAGE R.C.E. 25553 APPROVED: SIGNATURE-ON-FILE DATE: 2/1/01 -~~-- (FOR PRIVATE UNDERGROUND FIRE SYSTEM) GENERAL NOTES FIRE/SPRINKLER SYSTEM NOTES EMERGENCY TELEPHONE NUMBERS 1. Tit( CXIN5IIIUCllON OF AU. P\8lC llflllCMIEIIS SIWJ. CONfCRI TO THE i.:QlHIVIIS Of 111E l\ll9'0RT ll£ACH SPECIII. P11MS10NS Nil SINIIIRO WIIIIGS. (11114 EllfflON), IICIUllllC ~ Mil ST- SP£ClflCA110NS FOIi P\8lC WOAICS CQNSIIIIJCll0N, 11197 Ellfll0N Mil SIJl'PLDEIIS. 2. EJilSIIIG UNllEJOIOUII) UTlJT£S Ill( SHOIIII AS P£R A'INUBA.£. AlCOIIIS. lit[ C()HIIW;IQR SIWJ. It. IOI,) St : r<11 - 1H£ M:IIW. LOCAIION, Nil EI.E\llllON II THE f'EUI, P110R TO ., .... f# CXIN5IIIUCIION. J. SIATOING IV£JIS TO COIIUIUN[ OF SIRE£T, UKfSS NOTUI OTHERWISE. 4. ClCISTIG UNllEJOIOUII) UTlJT£S 111£ SH01111 AS P£R A'INUBA.£. i.:CIIIIDS. DIE CONIIIICTOR 511111.l It. MtSWtm: FOR \{Rlf'III(; THE M:IIW. LOCAIION Nil EI.E\llllON 11 1HE RWl PIIOR TO BE- CXIN5IIIUCIION OF Tlf: NEW FIUJTIES. ~-AU. OP05ID COIICll[l[ SUllf.lClS 511111.l COWORII II GIW)£, COUlR Nil FNSH TO AU. IO'n ■IG Wl8S Nil ■IIIJ(S. &. AU •--5IW.I. BE COlf'l£ltD P110R 10 PAWIG Of SIRE£T Nil -'IS. 7. SlltEJI. ■AllA Mil SIORII -UN( OISIANCES SHOIIII IN PIIOflLE Nil II ~ QUIIIIIRS 111£ HOIIZONlill. OISINICES. 1. PRIOR 10 INSTM.UIIIQN, REOUIRED PERll1S 5HMl. BE SECORED rROII Tit[ ar, IIIJlllllG -· 2. INSTAUATIOH, INSl'ECllOH NIil lESl1NG SHIU CONFORII W!TII Tit[ 1996 EDIIIQN Of NfPA SI..-IO 1J Nil THE 1992 ADOillON Of Nfl'A STANOIRO 24, INCWllNG Nrr Ml[HllllElflS BY Tit[ CITY Of NEWPORI IDCH AR£ DEPT. WHfRE Tit[ WAllA AUTHORITY REQUIRES IIACICFl0W PIIOTECllOH THE fOU.OWiNG METHODS Oft &SSDPfS NIE ACCEPTMl.E: A. All -GR0UN0 ASS£18.Y N'PROl'EII It/ THE WAllA AUTHORITY, PHHllD WHITE, NIil W!TII lHE YALIES LOCIWl IN THE OPEN PCSTION. YALIES CON11IClUIIG IIORE THAN 100 ~ HEADS SHIU BE IIONlllJRlll TO All NfflMD I.OCAIION. B. A BEi.OW -·-V -BY THE WAllA AUTHORITY NC) LOCATED IN All Al'PRO'IEll YHJI.T. TH£ IASl VALVE ON TH£ ASSEMll. Y SIWJ. llE CONTROl.l£ll BY All N'PIIOIIED POST INDICAIOO DE\'IC[. lHE POST INOICATOR llE\'IC[ SHIU llE PHHllD WHITE, LOCml IN THE Ol'EN PCSTION AHO F CON11IClUIIG IIOR£ TIM 100 Sl'tNCl£A H£MlS MOlfTOR£D TO All N'PR!MD I.OCAIION. C. IIIE LOCATIOH Of CONlROL ilE\1C£S SIWJ. BE N'PR!MD BY THE CITY FIIE DEPT. AHO lHE ■AllA AUIHORl1Y. 9. IARG£ PRIVAll flRE S[IMC[ 1W1 S'ISIEMS SHAU. HAVE POST INOCATOR TYPE SCCTIONoll OONlROU..ING VM.IES AT -IE POllflS IN ORDER TO PeRMII SECTIOHALIZIHG THE SYSlEII IN 1H£ E'IENI Of A BRfM, OIi FOR ll<E -Of REPAIRS OR EXIENSIONS. 10. AU PIPE SHAU. llE APPAO'IED FOR US£ IN "AR[ SERY1CE SYSTEMS', CIASS 200 -· AU. FIRR00S METAL PIPE SHAU. BE LINED. AU. FERROUS PIP£ IHJ RllllllS SHAU. BE PROllCTED llllH A LOOS£ 8-MIL POl..'IOHYl£N[ TUBE. IIIE ENDS Of THE TUBES SHIU 8£ SEALED W!TII t TAPE N'PR!MD FOIi UNllERGIIOUNO USE. AU. IIOLIED JOINT MXESSOIIIES SHAU. II[ CWN£0 1H) THOROUGHLY ~TUI WilH ASPHALT OR OTHER CORftOSION R£1ARDINC IIATUIW. AFTER ASSEMIU AHO PRIOR TO POLY-TUBE IHSIAUAIION. 11. A -UM Of Jlf Of CO'IER rROII ANISHED GRAil£ TO TOP Of P1PE SHIU II[ PRCMDED --Pl'E. 12. ~ Pl'£ IHJ FITTINGS SHAU. BE INSTAU.ED UNllER BUILDIIIC AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COX COMMUNICATIONS NUMBERS ( 800) 427-2000 ( 714) 895-0221 611 (949) 644-3011 ( 949) 716-2344 LOCATION MAP LOCATION Of" a. 111E CllNllMClllll SIWJ. llfQUESI tN5l'(CllON -1H£ PUeUC WOA1CS IEWllllDll 411 HOOIIS 11 -,:;f. Of --Ntf WOAI< Al (949) 1144-3311. 1HE Pl8JC WOA1CS IEWIIIIDll lNSP£CTOR 5IW.I. ALSO BE HOIIFG #'llll P\JICOEfT Of fORIIS Nil P110R TO PUWIENl Of Nrr 1XN.IIE IE ;QR CIJIII II CUll[A SO llMI 1H£ flHIS CAN llE Clt:CICID FOR UN( Nil -N1l COf PWaJTY IWIH Elll51Nl OONSlllUCllON. FOOTINGS. ADEQUATE C1DRANCE SHIU BE PRCMDED OVER PIPE AND FIITINCS THAT AUN UNDER FOOTINGS TO PAE'ttHl llAIIAGf FROM BUILDIIIC srnt.lNC. A -Of t CWIW«:E SHAU. BE PRCMDED WHERE PIPE PASSES THROUGH THE FLOOR OR lllollL l,tlOEIIGRO(JM0 PIPING SERVING flRf SPftlNKl.£R RISER SHAU. TERMINATE 'MlHIN 18' Of All £XiERIOR WAU. AHO rf PROJECT LOCATION PROPOSED RETAINING ~!Al.l 11. IIIE M1.S Nil FM1 Of AU. EXC\IIAllONS GIIEAllA TIM FM (~) fE£T II OO'IH SIWJ. II( [mCll,1£J.Y GUIIIIDED BY A SHORIIC SYS191; Sl£iPINC Of 1H£ GIIOOII) OR OTHER £QIWMDfl IIONS. lRENCl£S OR ~TDIS LISS TIM FM (~) FEET II IIO'lH 51W.1. Al.SO llE GlWIOOl IIIO ~ INOICATED 1Hi.T -GIIOOII) WOVEll[III MAY II( DIP£CTED. 1 O. Ill( OONTIIKIOl(S) SHIU 081/ljH A PERIi! ID PfWORII EXCAVATION 01 TRDOf WON( AS 1€9 0 IN Na. ii #0/f.. 11. All 5£11£R PftS 511111.l BE et:DU£ll II MXXJIID 111TH cm Of NEWPOAl IDCH Sll)-106-L 12. ■AIIJI -SHIU HIN!: A -Of YI OF coYER rROII SUllliRADE. 1J. AU COUIEIE SIWJ. II( ~-~. 14. Tl<( FR llEPliRlll(J(I SHIU BE NOIIFG 411 IIIURS Ii ID/Na. Of AU. lNt: Cl05IRS. 1~ YD' SEIIDI N>[ IMY II[ US[l) IN U[U Of P'ol: flt SPECW. PEAIISSIOfj N>[ SIWJ. II( -/oC1llR£D P£R ASill 0-JOJ.I SOR OR ASill F-7811. All. F1TlllCS 5HMl. Ill PIEF_,.TED flll-llOOY f1TTIIGS. P'ol: SEIIDI PF£ .._ SIWJ. II( J/4' CllJSHED AOC1< f'fOj r BEi.OW THE PIP£ ID 1 t -Tit[ TOP Of PIP£ Nil SIWJ. Bf OONS(UlllTED BY ,El1liG PRIOR TO 00flPl£l10N Of 1liENCli IW:lll'l.l., 11. AU SEIIDI UN£S ID Ill CMNED, OPERATED Mil -MIED BY IIIE CITY Of IOl'Olll llfJiCH SHIU BE \UO IG'EC,i.il 11t1DI CU/INNl, All llSIN. Mil -»IUN.. AU -tN5l'(CllON 5HMl. BE PfWORMlD flt Ill( cm ~ ONISION. 111E DE\WIPER SIWJ. PAY 111E CURREN! RAil ESl"7JSHED BY IIIE aTY FOR Wlt:O INSP£CTION. Nrr SE11D1 UNC FOONO TO llE INSIAUED INCORll£CTI.Y, DEfECff,(. o,w,;m OR 0110W15E SIMU. BE IIO'Mll)/IIEPUC(D Mil REIISP£CIED. INCWJING 1111 llSI. -Nil Wlt:0, PIIOR TO ICCEPl!NCE. 17 SIi S[lS Of SHOP OAAa«lS FOR AU IMllAIII.S SHAU. llE SUlllfflEO 10 II< aTY PRIOR TO IXIIISlllUCllON . HO WOAI< SHIU IIEGIH UHlil Al'PROYED SHOP DIWIIII~ NIE Oll'MO. 18. DIE ClllfflllClOA SHIU INSTAU ON 12 INClt aTY P'ol: WATER -A 10 c;,,u:;c INSlAAll4G --1'£11 INSi1I.ICll0NS -UlUll€S R£PR£li8H•TIYE LOll£N LOl'E (949) 718-3410 BENCHMARK: 0. C. S. BM "JK-46-91" 4. N'PR(MD FIRE DEPN!lllfNl CONNECTlONS (fllC) SHIU llE LOCATED WITHIN '15' Of A PUeU: AR£ -· 1H£ fllC SIWJ. llE ORIOliED TO FACE 1H£ FIi£ DEPNllllOfl .ICC£SS RQIII. lHE f1lC SHIU Ill PUERI.Y SUPPORlEll AHO SIWJ. BE PROllCTED -MECIV.NICAL INJUII'. 1H£ SIZE Of PIPING AHO TH£ NUllllER Of INL£IS SHIU BE Al'PRO'IEll BY TH£ AR£ DEPT. FIi£ DEPNITll£Nl CONNECTIONS SHIU 8£ PHHllD WHnE. ~-PER Hl:WPOAI OE..cli AR£ 0£PNIIM[N[ STAHONIO NO. F-1, RfQIJIREMENTS FOR IO£Nlfl!.\IION SIGNS Al AR£ ilEIWllMENT CONNECOONS, 111£ AS FOllOWS: A. SIGHS SIWJ. BE CONSlltUClll) Of A DURAil£ IIATER1AL. PR£f'EAABLY METAL. B. SIGNS SHIU II( A -Of FOUR INCHES HIGH BY ElGIII INCHES WIDE. C. L£lTERING ON lHE SIGH SHIU II[ AT L£ASI OH£ INCH IN HEIGHT ON A CIDRLY OONlRASl1NG IMCKGRIXHl. D. SIGNS 111£ TO llE -._y IIOUffllD ON TH£ IILNI.DIIIG !0.11,CENT TO THE F.D.C. OR ON ll<f F .O.C. Nil MUST II( "1Slll£ rROII TH£ ADJACfNT ROADW,t.Y. E. AU. SIGNS MUST SIAll THE .-SS Of THE IIUIUliHG llEJNG S£lMD AHO llOll1FY THE TYPE Of SYSIEII SER\1NG IHE llJIJllNG. SE£ AR£ DEPT. SID. NO. F-1 FOR SIGN ll[TMl.S. 6. E'o£R'r ~ SYSIEII SIWJ. HAVE A SEPN!All CONNECTION rR011 THE PIWAll flRf -· 7. -II IS -...cllCAL TO PAOYlllE A POST INOICATOO VALVE, VALVES SHAU. llE PERMlllED TO llE PUCED Ii VALVE ROOMS "'X'FSSA E '1lOII OOERIOA, ON EXiERIOA RISERS OIi ON INllRIOR RISERS W!TII IHOICAT!NG POSIS ARIWtGED FOR OU1SiOE OPW.TlONS. OR IN Pmi 111TH PERMISSION Of THE AIIIHORIIY HA\'INC JUliiSDICllON. 8. PIWAIE flAE HYlllWITS SHAU. II[ Nl Al'l'AO',{l) IIEl 8'JIRfL srrLE llllH A -Of OH£ 2-1/'r IHJ ON£ ~ OU1l£1. AU. OUTl£1S SHAU. llE .-iED llllH NAOONAL SIAIIWIIJ MODS. AU. flAE HYlllWITS SHAU. 8£ IHSIAU.ED ON A rf RISER. 4' OU11£1(S) SHIU Fla TOWNID flRf O£PAlffllEIII ACaSS R<WlS, 1H£ LOWEST OPERATING NUT SHIU llE LOCATED A -Of 1r -GRHlE AHO HY1llWII FIANGE(S) A -Of t A8IM GRADE. FIi£ HYlllWITS SHIU llE LOCATED A -40' FROM .Ill SlRLIC1\JIES. A KEYED GATE VALVE SHAU. llE PROVIDED FOR EN:11 HY1llWII IN NI 'CCESSIRI E LOCATION (VALVES SHIU NOT llE LOCATED Iii PN!l(llll SIMJ.S). -flNISH£D FLOOR. 13. THRUST BUJCkS OR OTHER APPAO'IED M£THOO Of THRUST AESl1WNI SHAU. llE Pl«MllCO WHEREVER PIPE CHANGES lllRECllOH. SEE CITY Of N.8. SID-510-L--A FOR ll[TH!S. EEi D NII E-CTIQN NQJF8 NO fECDBCNT8 I. A FM. INSPECllOH IS REQUIRED. SCHEDUI.£ AU. INSPECT!ONS IHJ TESTS FORTY-EIGHT (48) HOURS II NNNICf. !JI' PHONING (949) 644-3107. 2. THE TRENCH SHAU. BE EXCAVATED FOR TliRUST BLOCKS AHO INSPECTED PRIOR 10 POUR. AU. CORROSION PRa!ECllOH SHAU. llE IN Pl.ACE. CAR£ SHIU BE T.oKEH WHEN F-AHO POURING THRUST 11.0CKS THAT fllTINCS Nil JOINTS ARf NOT 1M11ED IN CONCA£TE. J. A ~ATIC TEST (TWO HUNORED PSI PRESSURE FOR TWO HOURS OR AFlY PSI OVER M --.t SIATIC PRESSURE Wl£N IT IS OV£.R ONE HUNDREO IHJ FFTY PSI) SHAU. llE WITNESSED !JI' All INSPECTOR BEFORE ilAC1(flU AHO SOIL COMP/CTION. 1H£ TRENCH SHIU 8£ llolCKFUID llEiWE£N JOINTS BEFORE lESl1NG TO PREVENT WOl9IENI Of PIPE. 4. TH£ SYS1E11 SHIU 8£ FLUSHED THOROUGHLY DEFORE CONNECTION IS Moll)£ TO EXISTING SYSIEII STUB OUTS. FLOW RATE SHAU. BE A MINIIIUM Of 10 FT/SEC TlflOUCH NOT LESS TIM 4 INCH PIPE OR HOSE. N'!'R!11ED EQUIPMENT SHAU. llE PRCMDED !JI' THE CONTIW:lOR TO ENSURE SAFETY. THE FLUSH SHIU 8£ WIIIIESSEO 8Y AN INSPECTOR. 5. PIWATE ARE HYDR-'HIS, SPRINKLER CONTROL VALVES, DEIECTOII CHECK ISSEMBUES POST INDICATOR VALVES, NlD flRE OEPNIIM£NI CONN£CTIONS SHALL llE I\IINTED W!TII 2 COliIB Of WHITE, RUSTOlfUM f27fll PAINT. 6. AU. CONTROL YAI.IES SHAU. BE PR(MD£0 W!TII PERMANENT SIGNS THAT CIDRL Y INOICAll THE ll/UJING, SYSIEII AHO AJNCTIOII Tl£ VALVE SERVES. 7. AU. FIRE ~ SYSIEII CONTROL VALVES (INCLUOING DETECTOII CHECK ASS£Mal. Y VALVES), SHAU. llE SLl'EIMSED BY A CENTRAL ALIRII SYSIEII N'l'ROVE□ BY THE cm Of NEWPORT llEACH ARE DEPT. BASIS OF BEARINGS IMPORTANT NOTICE Tl-IE 8EARJNGS SHOlltl HEREON ARE BASE MACY'S SHEET PARKING SrRUCTURE • . ' ... j_ ' 1 '· ' : ' (7 ATRIUM COURT SHEET INDEX MALL SHOPS . ,; ,,, ..... • ·.,J • I _,:AV ~Us,:, o' j ".•· 2 CONSTRUCTION NOTES AND QUANTITIES NO. DES CR I PT! ON PRIVATE WATER CONSTRUCTION NOTES ,-----, INSTALL 6" x 2 1/2" FOUR-WAY FIRE DEPT. CONNECTION PER DETAIL ON SHEET 2 0-1 ABANDON IN-PLACE AND SLURRY BACKFILL EXIST. WATER LINES l-----,' INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N. B. STD. 500-L INSTALL 8"x8"x8" M. J. xii. J. DUCTILE IRON TEE WITH THRUST BLOCKS PER CITY OF N. B. STD. 510-L-A INSTALL 12"x12"x8" M.J.xM.J. DUCTILE IRON TEE WITH TH/?UST BLOCKS PER CITY OF N.B. STD.510-L-A INSTALL 8" I?. W. GATE VALVE (FExMJ) PER CITY OF N. B. STD. 508-L-C WITH VALVE ANCHOR STD. 510-L-C INSTALL 8" DOUBLE CHECK DETECTOR PER CITY OF N. 8. STD. 517-L (FEBCO PER DETAIL ON SHEET 2) INSTALL 8" PVC C-900 CL-150 WATERMAIN 10..--INSTALL 8" TRANSITION COUPLER D. I. xPVC (WITH RESTRAINT DEVICE) INSTALL 8"-45" M. J.xM.J. DUCTILE IRON BEND AND THRUST BLOCK PER CITY OF N.B. STD. 510-L-A INSTALL 6" PVC C-900 CL-150 WATERMAIN INSTALL 6" TRANSITION COUPLER ACPxPVC QTY' S UNIT 1 EA 455 LF J EA 2 LF 1 EA 1 EA 1 EA 418 LF 3 EA 8 EA 136 LF 2 EA ···-..... ----1---- INSTALL 6"-45" M. J. xil.J. DUCTILE IRON BEND AND TH/?UST BLOCK PER CITY OF N.8. STD. 510-L-A 4 EA REMOVE EXIST. WATER LINE AND DISPOSE 270 LF L1:;: 161-----t INSTALL 2• PVC (SCH 80) DOMESTIC 'ffATERMAIN ( SEE DETAIL "G" ON SHEET 2) 892 LF ., ' ' INSTALL POST INDICATOR VALVE AS APPROVED BY THE CITY OF NEWPORT BEACH FIRE DEPT. 2 --------------+---INSTALL 8" 90' DUCTILE IRON BEND W/l,IECHANICAL RESTRAIN DEVICE 7 INSTALL 8" TO s· DUCTILE IRON REDUCER W/l,IECHANICAL RESTRAINT DEVICE 7 INSTALL 8"X8"X8" DUCTILE IRON TEE 'ff/l,IECHANICAL RESTRAINT DEVICE J J UPGRADE EX. 8" DOUBLE CHECK DETECTOR BLACKFLOW PREVENTION ASSEMBLY TO CITY OF N. 8. STD. 517-L -----+---+-- INSTALL 8"x8"x6" DUCTILE IRON TEE WITH THRUST BLOCKS PER CITY OF N. B. STD. 510-L-A 1 VElET[D ( '1AME NOTE AS NOTE @) EA EA EA EA EA EA -J-----1 /Nt,TALL B"l:' B"X h" >107 TAP WITH Tl/RUST 8LO~//,~ P£R (!/TY or /J.B. ',TD. 5ID·L-A £A PRIVATE SEWER CONSTRUCTION NOTES ------------------·---······----·------------1----+----l INSTALL 10" PVC SDR35 SEWERMAIN PER CITY OF N. B. SPECIFICATIONS. 302 311----. INSTALL 6" PVC SDR35 SEWER MAIN PER CITY OF N. B. SP[CIFICATIONS. 753 JOIN EXISTING SEWER MANHOLE PER CITY OF N. 8. STD. 401-L GENERAL NOTE /4 1 18 '3 ····--·-···-·---------+---~ INSTALL 7, 500 GALLON GREASE TRAP ( JENSON) IIOD[L ( 2 X 3500) 1 r-----t INSTALL 3• PVC SDR 35 SEWER (VENT LINE TO BLDG.) 107 INSTALL S['f([R MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L fil3 INSTALL SE'f([R LATERAL CHIMNEY CONNECTION PER CITY OF N. 8. STD-408-L CONNECT 3• PVC SDR 35 SEIER LATERAL (FOR CONOENSATION LINE FR()l,I THE BUILDING ROOF) J 11----1 AIJANDON IN-PLACE AND SLURRY IJACKFILL EXIST. SEKR & STORII DRAIN LINES 955 -------------+---RE II O VE EXISTING GREASE INTERCEPTOR J PUBLIC WATER CONSTRUCTION NOTES INSTALL 12" PVC C900 CL-150 OOll[STIC WATERIIAIN 187 411-----1 INSTALL 12' -90' M. J. xii. J. DUCTILE IRON BEND ( WITH RESTRAINT DEVICE) AND THRUST BLOCK PER CITY OF N.B. STD. 510-L-A 1 INSTALL 12" TRANSITION COUPLER ACPxPVC (WITH RESTl?AINT DEVICE) 2 J-----t INSTALL 2• WATER SERVICE ANO METER PER CITY OF N.B. STD. 503-L AND STD. 518-L INSTALL 2" BACKFLOW PREVENTO/? PER CITY OF N.8. STD. 520-L J-----t INSTALL 2• PRES. REDUCING REGULATOR WILKINS 500YSBR. O.A.E. 7 7 7 R[IIOV[ [XIS~ 12• A. C.P. WATERMAIN TO CLOSEST JOINT AND DISPOSE 307 NOTE TO CONTRACTOR QUANTITIES SHOWN ARE ESTl~ATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. NOTICE TO CONTRACTOR THE EXISTENCE, LOCATION, AND CHARACTEl?ISTICS OF ALL UNDERG/?OUND UTILITIES AND STRUC1URES SHOv.N ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE R[CORD DATA. NO REPRESENTA 1/0N IS MAO£ AS TO THE ACCURACY OR COlo/PLETENESS OF SAID UTILITY INFORMA 1/0N. THE CON1RACTROR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE FACILITIES SHO'M'/ AND OTHER FACILITIES NOT RECORDED OR NOT SHOKN ON THESE PLANS . PRIOR TO COI.II.IENCING CONTRUCTION, Tl-IE CONTRACTOR SHALL UNCOVER ANO VERIFY THE LOCATION ANO ELEVATION OF ALL EXISTING UTILITIES TO BE JOINED, CROSS[D, OR PARALLELED. ANY CONFUCT OR DISCREPANCY SHAU Bf BROUGHT TO THE ATTENTION OF THE ENG/NW/ PRIOR TO CONSTRLJCnDN. OTHERWISE, CON1RACTOR ASSUMES SOLE AND C()J,IPLETE RESPONSIBILITY FOR ANY COSTS OF REPLACE/JENT, RELOCA TIO/I, OR ADDITIONAL COSTS OF CONSTRUC1JON. • 0 POWER POLE MANHOLE SYMBOL LEGEND 0 TREE QCJ SHRUBBERY -s-SEWER LINE --F--FIRELINE LF LF EA EA EA LF EA EA EA LF EA LF EA EA EA EA EA LF <ti D FIRE HYDRANT JM .JMJM .,/,IL ASPHALT PAVEMENT -S(G>-SEWER (GREASE) LINE BRICKWALK -·-t.-·-CENTERLINE METER BOX 1· • • • ·I ---·-Ir/-··--WATER LINE ,'···-~-·.~;-· :·~·-·:, CONCRETE VALVE ----{j---GAS LINE OCS 811 Ar l'Hf NC'L Y CORNER CT PACIFIC COASr H/Q.WAY AND NClll'a/T CiNIEII Dill\£, o.5 FT. NC'L Y (}f l'Hf a:N1UIUNE Of PAClflC COASf HHiHIIA Y, 185 FT. ON 1Hi BEARING "N Jl'J2' 29• t" 8flllf£N O.C.S. HOiillONTAL CONTROC STAllONS "GPS NO. 6279" AND "GPS NO. 6268" AS PER RECOROS ON FIL£ IN 1Hf IYFICf <F fHE ORANGE COUNTY SURlfYORS. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR OIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. DW. TOl.l. FREE 1-800-227-2600 Ill 1.11111' 1WO 11:1111 TITLE SHEET DETAILS/ SECTIONS SEWER PLAN .b!Q. 1 No 4;,:::,3 '.11 ~""""'"'~.,..,._::I BUILDING POWER POLE ANCHOR -E--POWER LINE NW'!. Y Of 1'IC CCNIERf.lHf <F NCWPUIT CiNIEII 001£", SH AT 1'IC 11£S1£Rl Y CORNER Of A • FT. BY a FT CArCH flASIN ELEV. = 95. 484 FEET NAVD88 / 1995 OCS ADJ. 7 II 14 01 "A~· BUILT" mu. L\IJE l!EVlsED LD~ATION OF HOT TAP S. P.I.V. ',Ml, 4 X ACRES 10/ll/OI REPLAiEO B • B ,e, TEE WITR lo" HOT TAP W TH!UH BLOlK FD! ll!E LINE OMIT tON;T, NOTE4 1.\,; i ADD ~OM;T. NOTE 1.4 lEVl4.0 FINl,H FLOO! ELEV. PEI! FIELD DATA oH <;HT. 3 & 4 !a/040l OMIT f.~ 1Z..11 WATEZ.LINE.'7 TD E:Xl':,TIN'-U',E.JZS V15/0I AflCS£0 Gll!ilSl' /.JNf (-IHJOI !U&.); ll£HS£fJ CONSl NOTF 21 2 3 -~J D~te I .. ., . WATER PLAN & PROFILE 4 LIIJNIIIIZ-QQU◄INDIII SEIM0E Al.1111' OF ........ CMJFaM PREPARED BY: OWNER: ----EXISTING CONSTRUCTION -TEL-TELEPHONE LINE MONUMENT ----PARCEL LINE -x-x-x-FENCE NEW CONSTRUCTION -TV--CABLEVISION LINE BLOCKWALL n STREET LIGHT -SP-SPRINKLER SYSTEM TITLE SHEET FASHION ISLAND 1 ,., '\"-• c ' I 0 ~ -. i.l ~ - ·a ' ' ·• ~-\~ i ::, 'c- ~ \) '· ~. l ~ D bi rr D a. rr D l) n J D T 3 ,i < z rr D " CJ < " "' "' > ~ z 0 \i rr 0 a. rr u u 9 n I z s C <C( ~ u ea ~ ~ D "' z 5 ~ z Cl ici rr C, '-C Cl u Cl i.5 I z ::l a. 3 z rr p -_j 3 J 2 > m " w □ " □ w " It 4 m C 0 " w m , a z ' m " w D " □ w " ? " <~ § C, I ' .,., 0 "' ~ R1 a I ,_ ~ C, C, a § ~ 13 as !£. ~AT[R (PUBLIC) I WATER (PR/VAT~ I ~---II FLOW 12" DIA PUBLIC WATER LINE APPROX. 4'-lf .1. UNDERGROUND FIRE (PRIVATE) \,. ! 1'-6" ~ 8" . ' SIGN SHAil READ: SPRINKLER SYSTEM "BUILDING ADDRESs" MITAL SIGN WITH 1" HIGH LITTERING ON A CLEARLY CDNTRASnNG BACKGROUND; PERMANENTLY MOUNTED /J"x8"X6" VE/IT/CAL TEE FOR IN-LINE INSTALLATION OR 6" -9(J ELBOW FOR END-OF-LINE INSTALLATION ':, ~'·• • :' ----"::::==~-::::::, Tl/RUST BLOCK PER CITY STD. 510-L-A FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY AND FIRE DEPARTMENT 4-WAY CONNECTION DETAIL NOT TO SCALE ' ... ' •.. • ~-~. -.--:-. 2 SACK SLURRY 2'' IYP. ---2" TY, ' DETAIL "G" NOT TO SCALE CONSTRUCTION NOTE @-INSTALL 2• PVC C-900 CL-150 DOMESTIC WATERMAJN (SEE DETAIL •c HEREON) EXTEfl/OR BUILDING WA DUCTILE IRON, CL52~ ~ -1~-.:-8"-'-PVC_c.,'-'-'C90_.c.0:___Pl--'PE'---I--5, --1/ / PRESSURE CLASS 200 PER PER CIVIL PLAN BLOG, PLAN f1QI£S; PERMIT SYSTEM 11/SfR Sf£ BUILDING PLANS DUCTILE IRON FLANGE AND SPIGOT PIPE 1. PIPE FITTINGS SHALL BE WIIAPPED WITH TWO LAYERS OF 90-LB TAR PAPER OR FELT 2.ALL BURIED BOLTS SHALL BE COATED WITH "DMRAP 1425" OR APPROVED EQUAL J. THIIUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFIil DR CLASS 100-E-100 SLURRY 4. THIIUST BLOCK SHALL BE CLASS 560-C-J250 CONCRETE. FIRE SERVICE CONNECTION TO RISER-DETAIL "A" NOT TO SCALE 3RD LEVEL 2ND LEVEL 1ST LEVEL EXIST PROPOSED IMPROVEMENTS EXTERIOR WALL PARKING STRUCTURE 8" THK (TYP.) ---1 4' MINIMUM X-GUTT£R BACK OF RETAINING WALL - 0.6' GUARDRAIL ----1-1 ELEVATED LEVEL PAD Oi 00 :: 00 }: 00 "'~,., ,, ' . No. 4~:f;IJ ·,, , ' r.'•:Y. -lllll~J4 l'IVI\. 'F CAl\t ---10.65' --'-,·"':--1-+---1-----9.2' ---~-1 3.8' 1.5' 2.0' ~'--l1.2' 0 OQ 5.3 ----- i.--------13.5'---l-----1 +---t-~----------1---23.3'-+----------~-, "' l__oo o'\_ PROPOSED TELCO 4-4" -------= ELECTRIC CONDUITS (B[YOND) 186.44 INV. SECTION "A -A" SCALE: 1• = 4' C'ITY OF N£IIPOHT' f/£ACH CITY OF NEWPORT BEACH PREPARED BY: IMPROVEMENT PLAN THIS PLAN IS S GNED BY THE Cl IY CF NC:WPORT SEP.CH FDR CONCFPT ANrJ ArJHFRENCE TO CITY STAND.ARDS AND REQUIREM~NTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUl,IPTIO'!S AND The Keith CompanieslTKC FASHION ISLAND AUTO COURT DEVELOPMENT PROJECT 851 NEWPORT CENTER DRIVE -NEWPORT BEACH, CA AC~URACY. I I 9 APPROVED ,,,-?,i ./4h"/. ~ ..2. •.J.d ,d/ ~~•~:~~,~°'~o/s~-,A~L-'',9-.: /),: ~ ~ '-".-,,,,~~"S-''?B'-'LI ... C=W'-<--RK~S~E=N-Gl-flE_E_R__ DA!c. J'~ ~ ':-~' ,-------;-;:? co PROVE z~ $" /'; "'1 (l M'/l li"r o AP O ~~~~~~~~----z.-'-0 _., 1 --=/' ' PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 2955 Red Hill Avenuo. 92626 (714) 540-0600 DETAILS/ SECTION CITY OF NEWPORT BEACH ~L----------------------'-.:.:.:;;;;v.;..,· ..1..,:;;::DA;;;:.:,:;c....1.. ______ ...;.:r1::,rn.:;;1.:.;;:'.S;~1/a;;:.w.:.:;~;:_ ________ ..1.,:.;:A:..A:..'P.:...1.,;;:n~!4.:.:TE....JL----~-'-~~~~i-------...,:;;;DA::.:,;TE;.......1.. ______ ..a..;=;;.:;...:.:.;..;=:.:......,.,:~;;;;.:;;..;:.:42;;;;3;:,;93:...:.:CE;;.;;xP..;.·..;;o;.3f:.;3;.;.1:.;10:.;.4:..l -'---------------'----.;;;:;;.::;..... ___ ___ PUBUCI , 'SEWER I ~ PR/VAT[ SEWER PUBLIC WATER LINE SEE SE PARA TE PIAN {SHT. 4) LOC. OF PROP. PALM TRff (TYP.) t .' '-' ; ' 1 LIMIT OF WORK A - - -'-"" e• ~ .;i~}-_~:-t;;;;,':'· , f'1Af-1,01 -s:~ :r~,;,.~~ < Wiiiff± ~~~r{:-:.i-cu.,""{{F--·,:- z':, -,',;,:c'::_:::::_ =================::'::;,;x.::fr'•' Ti !j ;-• • ':_ ~--. 5' I 0 46.60': 37.39! EXIST. IS/AND TERRACE INTERCEPTOR ( 4.5K) EXIST. DAILY GRILL @& INTERCEPTOR (1.5K~ ~ ~ ,{'>.·, 7 -• ": " 'i I ~-i~, '.·-·~-=--,-' :~ ; ,_....;,j:~~--=-1~_2r-~7 "''''"~-7~ 1-~~ DAILY GRILL ffl----'---"3'-'1_.,,2a.s0c..' __.T,,,D_O:e.U:e.T,.,.Se,I PE'---"'Es:,DGe.,E"--"D"-F_P'-'l'-P=-E-----1 LIMIT OF WORK 0 ' I ,;. -. ·I. -._; [== I nftl. IC; L I /-T ;:c--en'"'-~::~'-D@47"')j: J;of.;,•.)!. ~,;)!';,_,:; Qi"..!-lt./, ~sfft,";; ,,' )$ 11.{f;;:'?~ // J/ I. r? __ _j ~-~~} -~ ~--__:::---J_j I.:.,. A / I / /.. H c:·:::: ::----,--• J' N: ' --t --ty f1::. f r r~'~ · 1 1-~~~----------------.m--,,·-r ~=---:T= )(, I .,_,,,!, ~-h I .&.. "" / / T ,._,~ _::_''2•"'~"'_::_"""":.:· ·:..· -_· :-::C' • .'.':,.'.,:''==-~·-==t=:':::F~,.,,;=~±======~◊~~~·===l'=.~◊~~~:'.~;i;J~:::::~~4~~:E~=-~ti~-=-=-~-~~§lt=1==~~~;f#~1/-✓ ,,/ / I ••• .<0 :__ :_:.. --t.:=-..c, \,.--_:__:_ _-_:;0_:_t _::::i:..:=·--• ± ••• - ---~-:,._-"~ ; _ _1_ __ .:._:_:1--_,__.-_· -_-:_:'✓-_-____ :,"'•···;e::-._,~~'.,..Ll ___ +~-/_-_-_-_-~-t.-_fg~:;,::.=-=~jj=li=_'._:,·:_:· -=-=-:....=:-.:::-..:;:-li:!.±:=:.:;..::.:::..:·~-/--/~~--:!l )""'• " WORK p.,jJj!Jjl, ;J!J, j)}j IJIJ~:Ji!{J LIMIT OF ~ORK\.,/ , 4l G 6:;;st· --· S=0.()200 • -,., • n ,,...__, ~-' , . fi.';V.~,;'~1 " -,r-, 'E 59.J5' - I 1( -_-1 I '"'"'Lf __ ·1·1~ • 'l ~~ -I~ ._ -~ I, l 1: 1 t ~;_~!-=-:-\ ' I Ir "' I ,: -' ~~ r--..: I ,,, "' i-----.~-.f_t --68•--·: ....... -++-+-r-· • .,.ii_ i fJ' .:\ =::i:=:::= I- PROTECT-IN-PLACE P. I. V. V, ===- :: Irr= II '!'IV.OH """" 196.00 /NV FIELD VERIFY EXIST S-INV. ELEV _J~.~ ! ' -... ,_, __ . ' .. --------• --. --.__-. . . .. ---, --= = ', q(JO; ·, ....• ,"'. 96.27 /NV (G) 2 9' I I ··,:_ •, ·"•''• ·••'• f·_--~ . , .. ' ' an'OFIEIIFOfiTIEACII CITY OF NEWPORT BEACH -10 17/01 REVl~EO FIN/511 FL!Jl)R ELEVATIOAIG PEI? FIEL/J OATA ff /14/DI t-----------------------------, ~ms,Otv 1--"'l'c'-+c-v~,+_,,:-+------------------------------+--+---':----c---1 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCFPT ~""'~~""~~~k'°'t;'.'~4,c'. 5 15/01 R£V/SEO CREASE LINE (MAIN UNOER BLOC) h/11/Df AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. fl 'l::::,v--'r<? ~ ! t-=~'t--4,_,:=-c:2;:cs=-v,o::v1 R£V/SEO SEWER £LEV'S & CREASE TRAP LOCATION, MO 3 SEWER MH'S, REV. CONST--NO-TE-36---t-------s~V.-7/l~OI----, THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPIIONS AND "' <ti -" -i-~ § ACCURACY. 8 No.42393 ~ I i..- ' ._ ( u... O' I-' ~---J 'I!) J..I " .. :J EXIST/1'/G FOOTING ':/' ~- l ' ',,/ -i~j; ½l t"&i:.'/1~, ' ' -" PREPARED BY: The Keith CompanieslTKC 24.30' . ' -HGiO' "to CCOF PIPE-...... 3.6' 95.11 ASPHALT 91. 11 85.60 TOP 2,r,,,--.......,,---1;---, = ,.:--.'o ~- ,,...--1 i I I I I I I , Ex.,o·s 1--~.1-=8,,,'=---I (82.87 INV) G EASE INTE CEPTOR ---L - I I ~ '~ n , . . ( ,----- ~ 87.7 TOP Of PIPE E:X 21" SD' 'ces.z 1N\/) • ~STIMATED ELEV. 6 .MIN. OF C USHED BASE PER MANUFACTURE; RECOMMENDATIONS (JENSEN PRECASJ) SECTION B-B 7,500 gal. GREASE INTERCECPTOR N. T. S. PRIVATE SEWER CONSTRUCTION NOTES ®-INSTALL 10" PVC SOR35 SEWERMAIN PER CITY OF N. 8. SPECIF/CATIONS. ®-®- INSTALL 6" PVC SOR35 SEWER MAIN P£R CITY OF N. B. SPECIF/CATIONS. JOIN EXISTING SEWEI? MANHOLE PER CITY OF N. 8. STD. 401-L GENERAL NOTE #4 ®---CONSTRUCT SEWER LATERAL WITH CLEANOUT PER CITY OF N. 8. STD. 406-L ®-INSTALL 7, 500 GALLON GREASE TRAP ( JENSON) MODEL ®--INSTALL 3" PVC SOR 35 StWER (VENT LINE TO BLDG.) ,1:, ®-INSTALL SEWER MANHOLE PER CITY OF N. B. STD. 401-L ®--INSTALL SEWER LATERAL CHIMNEY CONNECTION PER CITY OF N. 8. STD. 408-L ®-CONNECT 3" PVC SDR 35 SEWER LATERAL ( FOR CONDENSATION LINE FROM THE BUILDING ~ ®---ABANDON IN-PLACE AND SLURRY BACKFILL £XIi SEWER & STORM DRAIN LINES it.®-REMOVE £XIS~ GREASE INTERCEPTOR NOTE (92.85) EX. ELEV. INTEl?POIATED FROM FIEW DATA. IMPROVEMENT PLAN FASHION ISLAND AUTO COURT DEVELOPMENT PROJECT 851 NEWPORT CENTER DRIVE -NEWPORT BEACH, CA PRIVATE SEWER PLAN "> le 3/12/01 R£V/SEO SEWER C.0. LOCATIONS 5/7/01 I°" ''P o3-31 -?}-"' 2955 R•rl ,;;u Avenu•, Costa llesa, CA 92626 (714) 54-0-0800 ~ ~ 2/21/01 RELOCATED /IITR. MTR. / AOD C.O'S. & ST. LIGHTS 5/7/01 APPROVED ,,,d?:c__,'.16_____.&~"!ii!AC'.:i'i;;,,Q:!f'e,KS=EN:::G'."l.?N-EE_R______ .,;,-~;:' ~ Ci VI'-~~· / ~ ~ 2/16/01 MO NOTE SO, M.H. & c.o. ·s. 2/20/01 z o, CALI I / ~c........, , ~KP• <s ii_ APPROVED ~~~,Q__LJ~-~~-----·!.e-cf ==----PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 11 '.'j _______________________ .a..;,.,;,,;.;&..,;;a .. M_Ti._"E..._ ________ .;.R..;;ru;.;.;.;rSi;.;,1/i.;;rJ...;w..;;'S __________ -'A--A;..'P.;.. . ...,_n;..M.;,,;TE;...,__ ___ """" _ _.:.;;1;;;.uT~IE;;,,s .;;EN;,,;;;Gl;,;;NE;;.;ER;._ _______ ..;o;;,,;AT,;,,;;E_,_ ... ______ ...,.i..;;;sR..;u;.;;c,,;;,E..;w.;.;. . ..;.K.;.;.1R.;.;s~Y-~,.i:;;;.;..·,;;,;E._4.;;;2;;;.3;;.;93;../,.;.;(E;;.x .. P._-;;.;03;,;.f.;;.3.;.;11.;;;0_4 ,;...& ______________ ...,...._ _____ ;;;;;;; ___ .... -= CITY OF NEWPORT BEACH " 0 7 a: "' 0 "i ~ , u ... UJ . z " ~ < ITT "· " ,o . " w ! m z , J -· 0 , ~ \1 > w ~ +, 0 n_ 0 \... a: T 0 " w >;! C I 0 ci ~ T ~ z :'l " I I ,1 :1 1--I t I .,,;,, ··• -· "'; f .,;-; .,..,_,. J4.50' &, PROP. PALM TREE (TYP.) I .. -,,,,"-L 't , I 15 • co C -1, 0. I 1: j 1 L II II II =.;:_=- ·a t) === "' SEE DITAIL • E" HEREON . ·\ ') 8 , ' ~ i~ Ii Ii II i 1'-I I J 'I 11 d 11 11 I 11 fl::, A 18 20 @ " " "' "' "' <rj 0, 0, 0, + + .,-, C, C, "> --~ + ~ ~ --"' Vl ,.~ "' 8 / ~7--/ '-_!_ J-I I I ----- I ,, ~ I I - I "' In. !;! "' "' !;! i's "' "' a 1' « :;,: ~ t.:l "' f:J "' ~ ~ ® II II II II II II 43 fl::, 44 45 -·· · I f ,;:i::~- 15.0' /· I r I • QPROP. \ KIOSK LINE DATA 0 BEARING A N4(J 12' 31'E B N04' 48' s2·w C N49' 48' s2·w D NBS' 24' 08"[ [ N85' 24' 08"[ F N49' 48' 52" W G N04' 48' 52"W L 186.25' 10.41' 113.71' 10.69' 15.06' 111.98' 14.65' i----< FINIS SURFA E . 2 8" • _Fl EL/NE- S= 0 002 CON T. 186. 5 LF. ~ 12" PVC C9 CL-1 0 lb I------+----+---+--+--+---+---+-----+-_, lb lb lb I------+----+---+--+--+---+--+-----+--+--+- & lb SCALE: HORIZ. 1" = 20' VERT. 1" = 2' 10+00 9 'A ER ''Ar BL C) 10+50 11+00 11+50 12+00 PRIVATE WATER COI\IS I RUCTION NOTES 0-DUCTILE IRON FIRE RISER CONNECTION PER DETAIL ffi (FOR REFERENCE ONLY) 0----INSTALL 6" x 2 1/2" FOUR-WAY FIRE DEPT. CONNECT/ON PER DETAIL ON SHEET 2 0-ABANDON IN-PLACE AND SLURRY BACKFILL EXIST. WATER LINES &~INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NB. STD. 500-L ~ 0:-INSTALL 8" DUCTILE IRON X PVC "T" AND THRUST BLOCK P[R CITY OF N. 8. STD. 510-L-A. 6 INSTALL 12°x12"x8" DUCTILE IRON TEE WITH THRUST BLOCKS PER CITY OF N.B. STD. 510-L-A - 0-INSTALL 8" R. W. GATE VALVE (FExMJ) PER CITY OF N. 8. STD. 508-L-C WITH VALVE ANCHOR STD. 510-L-C ©----INSTALL 8" DOUBLE CHECK DETECTOR PER CITY OF N.B. STD. 517-L (FEBC~ PER DETAIL ON SHT. 2) 0 fl 13 .e, ' 'f',\, ~ c,<..,<v ~i~x-(j I ---~ ' • ~ -·"' 0 / ;°" I "' I 0 / / • -{-(I b ~ ,· . " ' I I I ,,., , & ----.;~rY,r,1,;_ : ' : ~---------------7-~--r---~ i4 z &I;~, I I I PROTECT-IN-PLACE ~ ;t I I -rr-- II II II II ,1 I ii . II -...... £DISOIP'l».ULT IOI .....,_.,. " ~=~=1----b==t ~., """""" Nffl~M"f ' ' EX. o ACP DETAIL "C" NOT TO SCALE 2.9' I 11 14 DI "A~-/!,VILT" FIRE LINE REV/'7E.D LD~Al ION OF /IDT TAP P. I. V. " CITY OF NEWPORT BEACH -- ~ IVI ,... / / -THIS P .AN S SIGNED BY THE CIT' OF NEWPORT BEACH FOR CONCEPT n, '"' EX. 8" D.I DETAIL "D" NOT TO SCALE DETAIL "E" NOT TO SCALE EX. 12" ACP 12" PVC 41 DETAIL "F" NOT TO SCALE PREPARED BY: The Keith 0--INSTALL 8" PVC C-900 CL-150 WATERMAIN ®---=---INSTALL 8" TRANSITION COUPLER D. I.xPVC ®-INSTALL 8"-45' DUCTILE IRON BEND AND THRUST BLOCK PER CITY OF N. fl. STD. 510-L-A @--INSTALL 6" PVC C-900 CL-150 WATERMAIN @--INSTALL 6" TRANSITION COUPL[R ACPxPVC ~ INSTALL 6"-45' OUCTILE IRON BEND AND THRUST BLOCK PER CITY OF N. fl. STD. 510-L-A @-REMOVE EXIST. WATER LINE AND OISPOSE lb~ INSTALL 2" PVC (SCH BO) DOMESTIC WATERMAIN (SEE DETAIL "G" ON SHEET 2) ®-INSTALL POST INDICATOR VALVE AS APPROVED BY THE CITY OF NEWPORT BEACH FIRE 0£PT. ~ INSTALL 8" 90' DUCTILE IRON BEND W/MECHANICAL RESTRAIN DEVICE @-INSTALL 8" TO 6" DUCTILE IRON REDUCER W/MECHANICAL RESTRAINT DEVICE 20~-INSTALL 8"X8"X6° DUCTILE IRON TEE W/MECHANICAL RESTRAINT DEVICE £@--UPGRADE EX. 8" DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBY TO CITY OF N. B. STD 517-L 22 INSTALL 8"x8"x8" DUCTILE IRON TEE WITH THRUST BLOCKS PER CITY OF N. B. STD. 510-L-A @-INSTALL 6" -45' DUCTILE IRON BENO t, THRUST BLOCK PER CITY OF N. 8. STD. 510-L-A (t,EE NOTE 14) &@---/NHALL ll"X ll"X ID" //OT TAP WITN 11/RUST 13LDOI<, PER /!/TY OF N.B. ',TD. 'i/D-L·A PUBLIC WATER CONSTRUCTION NOTES ®-INSTALL 12" PVC C900 CL-150 DOMESTIC WATERMAJN ®-INSTALL 12"-90' M. J.xM. J. DUCTILE IRON BEND (WITH RESTRAINT OEVIC[) AND THRUST BLOCK PER CITY OF N. B. STD. 510-L-A ®-INSTALL 12' TRANSITION COUPLER ACPxPVC (WITH RESTRAINT DEVICE} @--::--INSTALL 2" WATER SERVICE AND METER PER CITY OF N. B. STD 503-L AND STD. 518-L ®-INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N. fl. STD 520-L @)--INSTALL 2" PRES. REDUCING REGULATOR (WILKINS # 500YSBR, 0. A. E.) @--REMOVE EXIST. 12" A. C. P. WATERMAIN TO CLOSEST JOINT AND DISPOSE NOTE: ALL STA. PER WATER LINE CENTER LINE IMPROVEMENT PLAN FASHION ISLAND ; DO .. ·ESTIC W'A'TER SERVICE TABLE 10/ 17 0 I ~-. ~\Affl~' ag~~f-~5f~w11" c.• HOT TOP WITH THRU~T l!ILD~l(',,OMIT fDNH NOTH II 14-/0 I ~r~~,D~,.;>~"'., A~c·, ; lb1-ANTHROPOLOGY fo 4_ 01 OMIT 'l -1.• WJ\TLI! LINE~ TD EXl',T/NC. 0',££', _ q/'l.1/DI AND ADHERcN<T TO CITY STANDARDS ANC REQlclRCMCNTS 0:-JLY. ~ 51/15'-'0I onncrcv C."W.'"r Mor,-r-21 ,. 11 DI THF crTY 1s 'JOT RESPmisrEJLE FDR DE.SrG1, ASSUMPTIONS AND ( '" °' ,1.\ -'?-) ~ 1-WOLFGANG PUCK CAFE 1/' ncv.x, u, ., • c ID A.CCU RACY. 8 1 No.42393 ) [;; ic2 \ 0 4-RESTAURANT( SJ 4/25/01 REVISED lOC. OF FIR£ ANO WATER LINES, LIN£ OATA TABLE & CONSf NO. 16, 21 5/7/01 "' c,,. o3-.s,-o4 "' I 1-RETAIL 2/21/01 RELOCATED WTR. MTR./ ADO ST. LIGHTS. --~---+-----+-5~1/,~7,/i_'O_I __ APPROVED /v -:k.--...5 ENGl;~cER -1.-~~~ \~"'0""C='/V==','.."'::J.; I I I CompanieslTKC 2955 1?,d ~ilf Avenue, Costa Mesa, CA 92626 (714) 540-0800 AUTO COURT DEVELOPMENT PROJECT 851 NEWPORT CENTER DRIVE -NEWPORT BEACH, CA WATER PLAN & PROFILE { (7) TOTAL 1 2/16/01 OMIT F.H., REV. lOC. OF WTR. SERVICES 2. '20. 01 APPROVED -~'fe"I.&!~~~~-.,,,,,~------Z•'l"-OI ~or c<LI' /--'"'"".l r "5'/1~/0f ~L-----------------------.L...:.:M.:;:'O;;. • ..L.;D,;,14.:.;1i.:.cJL.---_-_-_~_-_-_-_-_-_-_-_-_-_1.:.R.~ru2~1s,r11!'07t:W.~'S~:::::::::::::::::::lia:J1,l:!Tv\}or'-/f=Nt1,1,E:tWrl!Pioliri&e~Afi'H '------'-....:~:::,;..;.:::~;....-------..:.D:,AT:,,;E_.&.,. ______ ...,1L,.B:;;:,:R~U:,:;C,:;.E..:,W:',;,··.:.;K;;;,IR;,:;:B,:_Y_...;,~:;,;..;4;,:;2,;39;;,;;3:...:,:;(E;;;,XP;,.;-..;0;;.;;3;;,./;;;,31~/.;0.;,;4);...J,, ___ P_u_B_LI_c_w_o_R_KS_D_E_PA_R_T_M_EN_T ___ .J.._s_H_E_E_T_..;;;;;;4 __ ;;_o,;;.;.F ..... __ 4;;;;;;J CITY OF NEWPORT BEACH