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HomeMy WebLinkAbout36 Hoag Drcitnf Nsepal Beath Depaanent P.O. Box 1 NeopornkurPerCaaner�iPone No.(7CA 14) 644-32B813289 OABMDER OECLAOITRON 1 HEREBY AFRO. THAT I AM E,EAPT fMRI THE COMNIACT0 S LICENSE LAW FOR THE FNLLOVANGREASONLSEC.? ISBuSRFSAN311I0EES10NSCOE:ANYOTYORfL11MIR WINCH MAUMEE A PER IT° CONSTRUCT. PIER YMVE LEELNN9L OR EPARL AN9 STROCRME,PtORTOITSISS *IICENSOREDIMRYR STNE APMJCFLMSUCHENNETO� FILE A SQIE05TATEMENT THAT E S LICENSED PURSUANT TO THE PROVISIONS OF THE CONIR CTORSLUHSF LAW CHAPTER 9iCCIAM SONG WRNSECTIOR MORON DIMON 3 OFTESUSIMWSANOPROFE5510NGOAE1 CROW E ME1E}NTTLERORGMNOTHE SANS FOR THE ALLEGED EnMPRON. ANY VIOLATION E EDON 10313 Sf ANY AMU. CANT FORA PERMIT SUBJECTS THE APPLICANT TO ACNA. PENALTY E HOT MORE THAN FIVE IIOIOED 0OFLARS IRODOI.I: •' L IS OWNER Cr THE PROPERTY. OR MY FJFLOYEES WITH WAGES AS TE,II SP E COMPENSATEDEL WILL D3 THE WWII, AND Tit STRUCTURE'S NOT MENDED OR OFFERED FORT SALE (EC WA. BUSINESS AND PROFESSIONS CODE: THE CCNNACTORS LICENSE LAW DOES NOT APRS TO ANONNEN LT PROPERTY WHO BINDS GRARPROVES THEREON, AND WTODOESwM WON. HIMSELF OR TROUGH ENS OWN EMPLOYEES, PROVICE0TAT SUCH IL ROVEMENTS APE NOT INTENDED OR LFFERED MR SALE. F. HOWEVER. THE BUIIE#1C OR EIPROVEMENL IS SOLD WITHIN ONE YEAR OF COMPLETION. THE OWWE R. EBLCO W%L HAVE 'DEBO1EEROF FROWNCTMTEDOMTM ID ORIMNOVE FORME PURPOSE OF SALEL El I, AS OWNER E THE PROPERTY AM EXCLUSIVELY COTMLCDNG YAn LICENSED CONE TRACT°r -o CONSTRUCT TIP PROJECT IE:. HMI. RUMNESS AM) PROFESSIONS RODE: THE Cr ,: n TC7GTs MOUSE LAW 00ES NOT APPLY TO AN OWNER OF PROPERTY INTO BUILDS CR IMPROVES THEREON. ATO WW O CONTRACTS FOR SOJi PROJECTS WON A CONIRACTO:SI LICENSEE) PURSUANT TOILE DO TRACTGBSLIO NSE E f I AM EXEMPT UNOR SEC_____..S.EP.C.FOR THIS FEAS011.---- LICENSEDCOIREAerwsDEGMw7EON I HEREBY AFFIRM THAT I MA LICENSED UNAER MO%ONSOF CHAPTER 9 COMMENCING WITH SCION TINT OF DIVISION 3OF TIE RUMNESS ABO PROFESSIONS NBF.AMO MY LICENSE 5 N FULL FORE AND EFFECT. /U UCENECLISS NO 501224 YE CON DATE WOOKO . C4.—.__ IT ON -MON I HERON AFFIRM TLATI HAVE A EOPC*IE OFO9EETRTOSELEI SUE. OR ACERIFI- CATEOFWORMS' COPAENSATIONINSURAx OIAGRErDOWYTIMEO(SEC.30F. LABCI. C0002£0101 CE HEETH COIF LIE i : CERTIFIED COP/ S HEREBY FURNISHED. *C£RTEEO 00FI5 R OF 1EIBSPftlo MOO =OSMT11SIS INOMAOBE (TES SECTION NEED NOT E COMNEIFDF TM PFIMT 5 FOR OIE KINDRED OOTAIS IMEION LESS.) 1 ERUPT THAT N TIE PEAFOM ME LE TEW TM FOR WHICH RIM FEMEI Ic ISSIED.I SHALL NOT EMPLOY ANY PERSON M ANY MANNER 50 AS TO ECO E SUBEG TO TE WOME 15 COMPENSATION LAWS OF CIOFDWPIIL 9-' DATE---------APP ANT NOTICE TO APPLICANT: F,AFMIN ARCING HMS CERTIFICATE OF EXEMPTION. YOU SHAGW BECOME SUBJECT 10 THE WORKERS' COMPENSATION PROVISIONS OF THE LAWN COOS. YOU E/STFOITnfluCOMPLVWITHWHIPMWWIOIISOITWS PENWT5H LLEDE1.EO REBORED. COSIST ERNOPE imnO AO91CY I HEREBY AFFIRM THAT THERE IS A CONSTRUcTON LENDING *C. AGENCY PoB THE PEIFOMA ASE O TE MIR FOR WILT TRIG fete PS ISSUED MEC.3T.M.4. LENOFIPSNALE LOWERSMAA65 I CEDFYTATHEAVE BFADTHSAPNA1 4IONAFOSTATETATTE ABOVE 1105TON 5 CORRECT.I AGREE TO COYPLY PITH ALL Im MO COUNTY OADRMNOS AND STATE LAWS RELATING TO MRIDN( CONSTRUCTION. AND NOWAY AUTHORDE EPEENT.., TIES OF THIS COUNTY TO BgIB IUOI THE MENTIONED PIPOPEIITY FOR 115YED TON PURPOSES. ...i. 001E MOILS IOSPHTIL 3171 REPORT ILI! IEEPM ! !HACK, CA 12£5! PECl/JOIES COIST!ECTIOA COOP 10E£6 CILEIHE HL30 LOS o,HLES CL 90D24 513224 CLASS: R 1 NEWPORT mac. ASELE, SIAEEI SE 0101 55, 731 E E&LL PR, S:AE 104 AIAEEI!, CL 1200S maw P 4600248 h5pectia7 Requests Phan Na (714) 644-3255 Nil I! ! (%51k-%) P10LT STODT TYPE OF PERMIT: Ind aracirit lerEt 1 PIIOtE: 714/64£-0901 B VAUNT 9E NEAREST e OlOSS St LEE) L 310/53R-2037 023250 95c0002kD YARDAGE FOR PROUECT 714/776-9544 EEOAL CJDdlldl4: DESISIEk HOYLE JOSEME LESTER 63 MOOS DINE ALISO IIEJO CA 921I,G C-04449E 1I0I4S0S LEI? 301 U9PURT SLED REPORT REACH, CA 92£50 OWNER: ADDRESS CONTRACTOR ADDRESS: STATE ARC ADORE JOB ADDRESS: GRADING PERMIT LIC. NO: ENGINEER: ADDRESS: TIC. EEO.: GEOTECtAL CONSULTANT: ADDRESS: APPUCAN : ADDRESS: SIGNAr •E OF APPLICANT Valuation of improvements ----) ORESIIO - tt PLAT cam P$R to (T) GRIDIHO - tt PERM�4 YE�Ee : PLIBISC:20II10 PLAT CEECf,BE£-,'.(1) CLEAS-OP DEPOSIT '> !ICI.OPILIPES PEE OTH.MR PEE 1 Acce➢➢tini Coda (description of fee) OTHER FEE 1 daunting Code ----> (description of fee) TOTAL SILEIEO/SRAIIIOE PERMIT nu PLAN DECK VALIDATION CK PHONE: PHONE: PHONE: 114/£46•0901 1,500 PROCESSED BY: ZONING TRAFFIC SUBDIVISION GRADING APPROVAL TO ISSUE FILL: 5 eL- •350.00 .T. 700.00 Y 1.0 1,100.40 14.00 1,500.00 290-5004 !ITIOATIOS KEISUKE RETIES 3,701.10 ILO. CASH PERMIT V NO CUT: !melts: Credit extended: Total Credits: Palanc- AdjnStie➢tE Wince doe PA it) JUL 19 1936 CITY OF NEWPORT BEACH 1371 COL M.O. CASH INSPECTIONS 1 DATE BY i COMMENTS PR.EGRADE MEETING GRADING INSPECTION It-t& $...bdsnwa+ imirrZ . -erWeir [TROUGH GRADE APPROVAL PREPA.VING MEETING CURB AND GUTTER L 4- PAVEMENT SUBGRADE I yr AGGREGATE BASE I FLATWORK '--------� --r- STORM DRAIN CATCH BASIN EROSION CONTROL • - OTNER PPECISE GRADING INSPECTION DOCUMENTS CERTIFICATE TYPE FOR Rc'li+.flND o�u iTO: �Q ! 4- ri/Aioirri ge NAME OF tC `a-R. F;RM DE SIT RELEASED • • Arrasyky ., Ywinr \M,MR4MIF T r:w .. 1 *Saw Moen' No. (T.14)61dr3288182b9 O ineeke toes Dee MU1YMIN �.RSRfSY seie eer lee tesa�f t'NRpM TNT C eneeraIFf liCENlEi LAW F71F 1141E L INAM NSSC7SMA:SIIYDRIMIM TIMC&NYCRYGNEA7IwEY TNSCI4IELXISei snow 1O CONSTRUCT. ALTER. t DEMOLISH, 01 IN TRUCTURE.PP/MIEwi' IMAICEAALSO REQUIRE'S ATIOTIT PORNO"( PE STRUCTURE. A SIGNED STATEMENT THAT NSW WINED ►URTUANTIDttl CSP7M 10NTRACTOWSLICENSE IAMICHAPTEIIo(LOSIMENONG WRXSECTIEM Pa OP tTW S OF THE SLSME SS ANO MMEEMONE L'ODO CM T1MT NF' ENEMPT T HEFIL EROM AV D THE SASH F•OS THE ALLEGED ENDEMICN, ANY VIOLATION R SIMON/ :011.D SY ANY Moll. CANT TOR A PEPEET SUS.N':CTS THE AM CANT TO A CARLPENALTY OF NOT WIN THAN FINE HUNDRED DOLLARS 1i600044 ' .. rill, AS WWI OF 714E PROPERTY. ON en, EMPLOYEES wolf WAGES AS THEN SOLE COMPENSIMON, WBL D07LY WORM., AND TIM ETRUCTUF[ II NOT INTENDED OR OPENED POR SALE ISEC. 70E4. BUNKS' AND PROFESSIONS COQ: THE CONTRACTOR'S LAINSE tAW USES NOT APPLY 1 a AN OWNER or PROPERTY YAW EURDL OH IMPROVES TEIEIEON• AND WIC DOES SUCH WOOS HIMSELF ON THROUGH HS OWN EMPL.OYEE3. PROVIOEO THAT SUCH IMPROVEMENTS ARE NOT INTENDED OR OFFERED FOR MLR. W, HOWEVER. THE SOLOING CM NRPROVEMENT a .•X7.0 WITHIN ONE YEN/ OF COMPLETION, THE OWNER N@0444 EL Mfart, HE SUPOEN OFPROVING THAT HEOONOT BUILD ORIAMROVE FOR THE 11: AS CANER OF TFE PRO UTY. AM EXCLUSIVELY CONTEACDND ATM UCENSEO CON. :MOTORS TO CONSTRUCT 111E MOJER MEC. 7044. ILSINESS AND PROFESSIONS CODE: 714E CONNEAL'70Rf mew DOE NUi OPLY TO AN pWER OF MINIM W40 WILLS ORS... TIIMEON, AF ..RHO•CON FOR SUCH. PROJECTS WON A conneroni1LCRFAEOPLesoneeTO.TNE000TRA OMUC NINE LAWL t7 I AM EIEMPTUMMINIC w!e,.,..,S'SP,GPORTHSINMEN.- • :;.OWNED., _.._. _.,.i..._...__..,,,.„ MIMED CO NMIAGTOR$ MCLAIN/WS 111EMESV # SA INAT I AM cWENEEO UNUEA FR(WISKINS OF CHMPTM E ICOMNENCING WIN MICRON Peat W owe* y OF THE►USBAMP ANO PDOFET.SKM$ C011EAND MY LICENSE'S* FULL FMCS AND EMU. LICENSEELASS, _ LIC.NO._ CON TACT DATE_ COEMUJUATION esEtI(RM1MI I *PEW AFFIRM THAT I NAVE A CEETIRCATE OF CONSENT TO SEE/ANSUM. ON A CERTIFI- CATE OEWONM0SCOMEENSATIONMISUNANCLORACERWMOCOAYREISOF INC. MO. IAS.C.I. C000250101 • . CE SEATS COMP ITS JF DATEelY!_7 /_I,FryKANE ,IS Of EXEMPrSOM MOM *oQN4Ra• M COMMI ATSON MIstEmmet nos SECTION NEE, NO1 BE COMPLETED W TIM PERMIT IV FOR ONE HEUI IFXIED OOLt.ARS SIX/ OR LESS I C CERTIFSD COPY U HEREBY FURNISHED. kCERMED rS FREE N TNE BINDING OEP NT. `A I CERTIFY THAT IN THE PER*ORMANCE Of 114E WOLK FOR WHICH DNS PERMIT IS ISSUED, I !HALL NOT EMPLOY ANY PERSON IN ANY MANNER 50 AS 10 BECOME SUBJECT TO THE WORKERS' CGAFENLSATKD4 LAWS OF CAL*ORN1A. APPLICANT NOTICE TO API%WANT If, AFTER MAKING THIS CERTIFY' IE OF EXEMPTION YOU SIQ)IjLD BECOME SUBJECT TO THE WORKERS' COMPENISA' T', PNOVIS)ONS Of THE IABOH CAE. YOU MUST roRTHWIIH COMPLY WOW SI:CNTNOVISIONS OR THIS FERMI SHALL St DLEMtO RE VORFO CONSTRUCTION LENDING AGENCY I NENE BY ' rFMM THAT THERE IS A CCNSTNIUL:TK)N LENDING AGENCY FOP iH PEW0ftM ASCE Of THE WORN FON WHICH THISflNMlT 15 ISST/LUISE( 'VET.CIV C LENDERS NAME LINDEN'S ApO*IESS I CEA PTY THAT 'Ravi /ICAO Olin APPOO'AIN)N ANU STAO THAT Oft ABOVE IHEORMATION IS CONNECT I AGNE 10 CCMIPI Y WRH W L CITY AND COUNT ONOINANCES AND STALE LAWS RELAY TO PULL CONSTM¢1ION. AND IENE BY AUPICM171 NEPRFSENTA LIVES 0E T ONO. EN ER UPOI THE ANOVL MT N DONEE/ NIOPl0iv f 041 INSPEC GN. 'URF Of PE IIMITT E E 94s AOOREsa.,_^` �rs OWNER: 1010 111I01I1L EOSPITIL PSYSIT.� ADDRESS: C ItV9RT ELT; I1'VPOIT IE1CI1 C1 926SI PHONE' PEGS/JOIES C0!STROCTIOI COIPOI 10866 VILSIIE !LTD GCS 110ELES CA 90024 503124 CLASS: B A CONTRACTOR: ADDRESS: SCALE LID. NO.. ARCHITECT: ADDRESS: . UC. NO.• .... ENGINEER: ADDRESS: LIC, NO.: OEOTECIENICAL CONSULTANT. ADDRESS. APPLICANT: ADDRESS: SIGNATURE OF APPLICANT !OYLE RISERS LESTEI 63 ILIIADOS DRITE ALISO YERIO CIL 92656 C-044497 SEITZ 1SIARILAV n1IDALL ITC 731 E ILL RD, STE 104 &SABEII, CA 91105 TIORPS01 LEI' 101 NESTOR! !LTD !! PCR1 !EA _ CA 9 f50 PHONE: NEWPORT BUS. LTC,: PHONE: PHONE: PHONE: PHONE. 4 ?Outlet of itpleeeteots -•--> 10.13t90 - tt PLAN CHECK FEE to (r) :RANH - tN PERMIT FEE ttttttt (TI nLANNI10:!9EN6 �I � .LEAS-R.P DEPOSIT `. ? 11C7.9PILRISC FEE 7CTU. 9RC151,4DP.A:9A1E REMIT PErr PLAI I CHECK, VALIDATION 714/6464901 310 530-2037 02.159 714/776-9544 714/96.5901 TYPE OF PERMIT: ':FtMew4n Rumba FMwn►_No 714, SOUPTION rJI I +.itc {E �P S7' 011 1 ,100 CT 1 COISTIUCT P11[I10 LOT )recite Grading Persil 600032 M AIO NEAREST CROSS ST. LEGAL DESCRIPTION: YAIIOCOE PSIPgEpfACT FOfl FILL: CI 19790 utmT: ' 4100 : z O 4 8 NW- PROCESSED BY: ZONIFk TRAFFIC SUBDIVISION GRADING APPROVAL TO_irISSUE REVIEW DEPARTMENTS Nenle Dale ;yienti• I312 c0 etteade',' 0.99 Credits ,382.59 Ea1aa:: 1,076.1E ),djue;EP;:a . on 3c 5•• f ! G,+ �00to9 ,8 s :i a►- ,tl CK M L' CASH PERMIT VA IDATI9N ` i T H $ T, NTTir4 C6 t ' NSPECTCR'S COPY • Ana 97 tir-4.k 4030 $7 -77)P Ass 4.14.:0. ey PREGRADE MEETING : • ,..., •-• . , - • or: r ;r•-)- ^ : , 1111-14ENtti 1-1 1 4Lto4 4L-, '4 : 24. U. ilttrli.14;azt.,,t)frAiTh°,0i .4).1.04 • ,...1s; 1. , re i TioNS DATE I BY -rcb tit ,1, .,e,,,,. E,,:. , 9.1.,;,, eyt.,,!' :::.1,:liff-,1..1,,..qrst","1 GRADING INSPECTION ,, ,,.• ...i$,Irir ,po.. zry. 1 tr, i, • 7. • ,T ..”. • ti .. . r .. , ....t...-1.“ a . LI, ^ --..-44,4 r-4.......--.w..-. . .....••••••••••••••••44k........4.—*,- . t 1 ;01 z , . soadv20. Liit7....r....,... ..:....4 11(...± 1,7:LrH.:1444117......• -44.H41•37111±r1.4174i1„:1141. : . , 1 LL L . ' , 141.4:in 1-7701-11.4t. VL 414114 yi7 %qv,' ,. -Wir - • .:17,31,1r”,--Kr — ' 'alit' .. L44 . 19 111 , 19 . • 11.1 C'CI L - iry - --- - -- "'-- - 4- 4,-''''''..-“,•-•14.---..ti--...1..........-....-................,...........,...........,,,..........*-.-4.......4.-.... i .--- ..."1:11-litt-en'T... ROUGhi GRADE APPROVAL '-7 F . - , -- " • ,,,----4- . - ".,-- 4, 67-.14.11.199.1/,‘...L....19.1.9...1.‘... • .... miy....1•19,1199.9.9......•099199.1 .1-191191.4•1914.411.99.-11.•13.1.7.`.......4-0..41.4...-t“-4 :a PREPAVING MEETING i .•,.--. 1 91-1•11.1,111•1. r • '...i . ' : -4. , CURB ANt) Glill ER _ • • , f . - rt.-- -in .191.4.44.4*.moo4.....444••••44...44.r...........,./.1...1,1199 oft 444.44.4. PAVEMENT SUBGRADE . .• -.,•-•. 1.4. • 1, • • -- • 4 L ] L ci4; 4" • AGGREGATEBASE .1 '' '''' I . .e -..a.1.1...:‘...r...................,............, .....4......as*.a.,:-........C....“.a.,-, ---th'-'-'-' `-- . ' ...,.,..,......_ ,....____ .......„...................... ............._ __________....z....,a,...::, -.„ laci..4.....22.1,441.::4,4:;:,....:4,,,(4......e4. ...41!:;;!..,:::4iO4...1, •,, , , . 1— ... , „ i . .. . RATWORK 1 4 . . .2. ST5PM DRA CATCH (3Asiv EROSION CONTI:1;431: , 1 - , • • , . , 1. . . i .1 1 •••• "' .1 4 i I 'EC!, 1111)iNt t f 67°111 /elk f311;"1.4H: 3500 .. . .....9991.919.19, ..... .949 .1 H7. 4.11‘1 91' 1. : ,:1119. 1 ''• ' 14 C' ' ' .11.19.11 4 ili J •• • .. ..... . ... . _ .. .. ..... . \i,"••"" , . . >-, ••A': 'Plan 1,, 'tinvort$Eif ra 1:748 Porn* Gaunter Phone No. 644-3208/3289 1 M(RN!& I Hr„*EY ANIMA MAP1 All EXEMPT'MON TNE'CbMA etow= LiCEFE$E LAW Fe11e'1FE eOLLOWEo SEMONtoe TEm,s, AnnSSM10',opti istcookAN,arro WMy A PEMYT TO OONSTRUCT, ALTER, IMPROVE, 7E na*i OR R[PAM ANV TRDCRMCED sTATO RS MSLIAT E,A LICENSUMES PURSUANT I SUMORNAITHE RILE A SIGNED STATEMENt THAT NE M LICENSED NCINGAM TO t1E fNTIESOF OF THE 10NT HE 11U PI'& SSLICENSEANTI SAW ICNAPTER S ICOMMCNCING WITH SECTION TIER OF UNSEEN lSFTHEEOSINEMS AND FEc S CODE) ORtTIO It EXEMPT t0311 E11 AANDTNL' !AIL FOR THE ALLEGED EXEMPTION. LTSTHµY VIOLATION OF SECTION 'IOIM SY µY THAT. ;ANT FOR A D COOL SMELTS THE APPLICANT r0 A OPAL RENALTY OF NOT MORE THAN :M HUNDRED DOLLARS (EEOO.00Td: I, AS OWNER OF THE PROPERTY. OR MY EMPLOYEES MTH WAGES AS THEM SOLE I.OPENLAT1CN, VRIt. DO TIE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED IOR SAVEINC. 7044, IUSINFSS AND PROFESSIONS CODE: THE CONTRACTOR'S LICENSE LAW 00E S NOT APPLY TO AN OWNER OF PROPERTY WHO SUMO& OR IMPROVES THEREON, •IND W'HEI DOE 5 SUCH WORK HIMSELF OR THROUGH HIS OWN EMMOTEES. PROVIDED THAT SUCH MFROVEMEn1S ARE NOT INTENDED OR OFFERED FOR SALE. It, HOWEVER, Inc MN DING OR RiNKNEMENT IS SOLD WITHIN ONE YEAR OF COMPLETION, THE OWNER. SOILDERIRLL NAVE THE WIIDENOF MOVING THAT HE D!ONOTRUMDON AMROYE FOR THE NOOSE OF SALE!. MAGMAS TO'1C0 MTMCT NE THE PROJECT IV AM ?Om SUSSES&» PROFESSIWITH ONS DCON. 11E COACvos s LICENSE LAW L.OEB NOT afer Tµ ER OOWNOF PROPERLY WNO PIIIIWNYDDA MITOW$ 7HOEOK,AN0 IIr1O CGNMACTE FOR SUCH PNUECTS WITH A cSaONKrrfIACTIIRUiIIC[NEIOPIFIIM9M Tern* CONTMICI(tRA N$s LAWM. L71.NM DAEMFT Ln1OIAE[O _: S. A ROWATNF%i1EAADN_ Un141E0 cl ..,NACTOhs bitIAA/MON I MEREPt AMON III FAIR LICENib UNOM PPIDWIMI)N$ OF CHAPTER, (COMMENCING WITH SECTION T'Mei 05 *VISION ; OF 131E SUSINESS AND NICE (SUMS CODE, AND MY LICENSE IS IN FURL rola AND AFROT. LICENSE CLASS CONTRACT CONPiNSAMON EINCLA SATIOM IM.RE&Y AFF RIM RNT I HAVE A CEMfICATF OF CONRM 10 SELF WSURE,. OA A CtRTIrI. CATE OF WORRERS COMPENSATION RISURANLL,DIIA CEI T V1O4tPY THEREOF (3CC. DIIOU, LAS.C.1. POLICY NO._" L�1 001Q210I100MPANY .._". _ _ _CE.BEITI..C41t Ili L.: etMr1HW COPY IS HEHERY FURNISHED. (;CEH TIRED COW IS DATE 4,00/ (THIS SECT:ON NEED ISIFs] OR LESS PLED WITH THE WILDING OF.PARTNF NT _AIRMANT ITN Of EXEMPTION NNOM MOIINENS• CONNINiu Tl01E INSURANCE NOT SE COMPLETED I THE PEPMIT IS FOR ONE HUNtRIO DOLLARS I CERTIFY INAT IN THE PERTOR(AANCE OF SHE WORK FOR WHICH 1H15 PE AMIT 15 ISSUE U. I SHALL NOT EMPLOY ANY POISON IN ANY MANNER SO AS TO EECOME SUEJFCf TO TI W. W)RKERS' COMPENSATION LAWS OF ,AIIORNIA. DAIS _.APPLICANT... NOTICE 10 APPLICANT IF. AFTER MAKING THIS CERTIfiCATE Of ERE MP: ION You SNOLILO BECOME SUIJErT To THE WORKERS' COMPENSATION PROVISIOTSS Of Drt LABOR CODE. YOU MUST FORTHWITH EOM%Y WITH SUCH %IO`H5N)NS 014 THIS PTRW f; NM LSE DEEMS I1 REVOKED cONSTNUCT$ON LENOING AGENCY HEREBY AFFIRM TILA1 I HERE IS A CONSTRUCTION LENDING AGENCY TON THE PERFORM ONCE CN THE WONK FOR WHICH 011.5 PERMIT IS ISSUED ,SEC )YY(. ❑Y C SENDER'S NAME El NIRH'S ADORE SS I (Entryy THAT , HAVE RE AO 11115 APPt WA L ION A:40 STA T11HAI EH( *Hoyt INFORMATION is CORIIEC1 F AGA( E T(1 COMPLY WITH ALL,, fl' AND COW/ CV ON/RNA/NOS AND STATE LAWS HFIADEFG TO PULL DING C(IN$Tut-non. AND HEREBY AL'TF4iIR,LE HEFTIEST NTA TNLS 01 (1115 COLINIY 10"NTER UPON INI ,DOVi ME N TRINE:) FNORIPI v FOR INSP[C TION INIPPO,E s SDONA I LASS (H f1 9511 t 11 F � ES9:... OWNER: ADDRESS: CONTRACTOR ADDRESS: STATE LO. NO. ARCHITECT: ADDRESS: Lie. NO.: ENGINEER: ADDRESS. LTC. NO.: G EOTFCHNIGAL 'DEMI/TANI ADDRESS. APPLICANT: ADDRESS SIGNATURE OF APPLICANT ton m11z1L.10SPITIL PHONE: PIC1/J0i11 COIITIOCTIo1 CORPOI 10646 1ILII11 ILn L01 11i6fiB C/ 90124. S03224 cuss, 1. hill, IKIIEI 131.1.1UIL1.1/,.ITE 104 S1011 C/ 12/0S ICBMS TOILE RIPS L1ST11 61 111100$ MITE 1LIS0 VIEJO CI 92654 C-044471 TIOIPS01 LEIP 301 (EMIT IliM ILVPORT 1E1 CA 926i t 6RLDIIC/DIAIIAUE Perot Pees t $ Yal'sties of japonica s ----N CRADIRG - tt PLAT CIO PEE ttt (Y) CRIIIi6 - tt PERIIT PEE 'mitt* (Y) PLARITR6.20II16 PLA1 ,(14411111"ITh CLEAI-OP DEPOSIT > IICROPPLIIIC PEE OVER PEE I Accoastia6 Code > (dew iptios of fee) TOTAL CRADIIC/DRAIIICE PERM PEES PLAN CHECK VALIDATION PHONE: NEWPOMT BUS LID; PHONE: PHONE. PHONE PHONE. GK At O AREA- ... �•. i ' I IEW99.. aNi . 1. Ti V.Ril .(16SF%) eta 3e,000 eV 1 COWIN t P411Tia TYPE OF PERMIT: Pteciae.indiq knit [] YES NN9P / DESCRIPTION- _ how* RegweeM Photo ND. 01J 6443265 310/530-1017 023259 714/776-9544 714/646-8901 4 %_.e c.o./ Lay r:1'. YSt ECAMT CROSSSsT LEON. DESCRIPTION. YARDAGE FOR PROJECT Wok I =1 NG FILL: BRNO CUT:.. 10101 PROCESSED BY: ZONING TRAFFIC SUBDIVISION GRADING APPROVAL TO ISSUE PIEW DEPARTMENTS arne / 07 2,330.00 T `iriITla49 t\ 2,501.00 66,60 150 150.00 IDDIL PC 2900-5004 6,715.09 \\\ C.Aeu PERMIT- VALIDATION ?gusty :Credit Weeded: Total Credits. Palmed Adjisloes ts !slave die ++s k•- 0.00 0,00 0.00 6,315.09 0.00 6,315.09 a 1" riEv ^H'7 P.cA i to m NSPECTOR'S COPY Stir Otellt,A9 itipPebtioNs DATE BY CuMMENTS PRE -GRADE MEETING tirfAilia-141;16TIONIPIP,- t •‘?eits.le At: rnw.li 4r.a•Avi311 4wilA1.1.4.1-aryn R?t,,'Hil 02 tW4.0.2 .A.41,:4-4*-..n44“.1.L..........--- —.....qriltr. .— 0..............i......2j,:a-;.--..r../.......tct,.......i, w.:,......,,.,,,—,...r-.....”.n.r.-..-.riya.„,,,,t;riv i Itf:"ti 'Ili ligittilili 5 • ...., ......., 4 ....t.u.m.44,-6,. t • ...., . ...... . ..._ ROUGH GRADE APPROVAL ___i__ —...,...i. PRE PAVING MEETING . _ • I.JRE AND GUTTER :t ' '' • • • PAVEMENT SUBGRA DE PLATINORK . _ 7 In 7 7• 7 r ;“0"., 1" • • • • AGGliEWE BASE r. .,„ • ..... t 1 .1 S NC , !. " '- • . . •:P r` • • . STORM DRAIN • . .. 447 L k"., 2; A TiptfAtiet1,.... E ROE! C4NTI)Qt. aTHEP 6i r. 2%. ) "fiLlo,a Grit u;rici ;;,.„.;:f 'las; : :t1At . 1 , • ; , 40 ?filly:sad y ifertf+09- • IN-1,\N-ct.:N .4544,4 ir-“. I 4•4 I• • ,. o I PINY AMIN TOM I AM EMEMPT. PROM TYE'GOOTIN ECTOR t EDINMI 41W 10R'THE WLLOINNOREASON SEC MIA ww ENINTOPINGE$MONECODHAANIrymaNMCOIJNTY R1RCNMEOWED A TEIE MTO CONSTRUCT. ALTER MINION; 0EMOl1N1, OR REPAIR ANY T6 PAITAUM.PMOR TO ITS ISSUANCE. ALSO REOLIMSSTHEAPUCANTKIRSUCH PERMIT TO Alt A MOWED STATEMENT TWEE IS LICENSED PURWANT TO TIf RIOVR4UNu OF THE C0NTRM:TOR'S LICENSE LAW (CNMTER / (COMMENCING TAN SECTION "WOOF DIWSILXE f OF TItSUSINESSAND PROFESSIOFN.000E1OR THAWS ISEXEMPTEMREAIOFA AND THE EASES FM NI ALLEGED EXIMPTION. ANY VS:EATION OF SECTION MEG SY ANY a,. CANT TOR A PER IT SUSJECT6 THE APPLKMf TO A CEWI. PENALTY OF NOT MOIRE INAN ENE HUNDRED DOLLARS ISSOOAX)I.I: ``'1 1, AS OWNER OF THE PROrtOTV. OR MY EMPLOYEES Wag WADES A5 THEW BILE COMPENSATION, WALL DO The WORK. AND TIE STRUCTURE IS NOT INTENDED M OFFERED EM SALE (SEER 'SON, -RUMNESS AND PROCESSIONS CODE: TEE CONTRACTOR'S .M.ENSE LAW GOES NOT APPLY TO AN OWNER OF PROPERTY WHO ENMLOS OA IMPROVES THEREON, AND WHO DOES 6UCN WORK IIMSELF OR THROUGH HIS OWN EMPLOYEESS, PROVIDED THAT SUCH IMPROVEMENTS ARE NOT INTENDED OR OFFERED FOR SALE. IF, $40W(VEN. THE 0JSDE(D Da EM►ROVEMENT IS SOLD VANW ONE YEAR OF tantET10N, THE OWNER. WILOERWEL NAVE YNE BURDEN OF MOVING THAT lit MOM" PUGOMIMPROVE FOR IRE KENO% OF SALE.). LAS INNER OF THE PROPERTY, AM EXCLUSIVELY CONTMCTING WTIH LICIN$10 CON. TML-(OILS TO CONSTRUCT TM ►1EOJECT (SEC. TON, BUSINESS AND PROFESSIONS COOP THE CONTRACTOR'S LORE LAW DOES NOT APPLY TO AN OWNER OF PROPERTY WHO 'Sat* OpR1teROVEt TISMON.4011. VONEECONINAGIII POP MUCH PROJECT" WIN A CONTSACTOREU UI OI$LD,P FMFANFTO THE e0NMRCEf�Rt.EECiW$1 LAWJ CJ I AM EXEMPT UNSERSIDA__:_.:,tl.• AC. CON TIES MMON,,,,_ ...—..,._ /U!-Oj, pYYMER TACtlEEp COSRSLlitta EE OMCEABATEON 1 HERESY AFROS THAT I AML 10ENDEO UNDER PNOASNONS OF LKIMTER t iCOMMENONG WITH SECTION 10001 Of DIMON 0Of THE DUSINESS AND $OFESSIONS CODE, AND MY LICE NW IS RI FULL FMK" JhD EFFECT CONTRACTOR_ __....�._.,.....___.----_..._..,__ DATE.----.-._-- WOIMIEM' COIAPlIIEa1T10M DICLMATEON I HERESY AFFIRM THAT 1 NAVE A CiNTMCAT* OF CONSENT TO SELF INSURE. M A CERTIOI CATE 01 WORKERS' COMPENSATION INSUMNOS, M ACERTSEO COPY THERE OF (SEC. MOO lAS C POLICY MO._� _.._COMPANY_.__.,,.._.... (! CERT IFIEO COPY IS 'WREST FURNISHED (: CERINIED COPY IS FEED WITH THE OUR (MG t*PMTMENI DATE CEIIT ICATS Of EXEPIPTSON FROM WORlERS' COMPSNSATIOM INSURANCE I➢RS SECTION NEED NOT SE COMPLETED N 1EE PERMIT 15 FOR GNZ HUNDRED DOLLARS Ilia10H LESS.) 1 CERTRY THAT IN THE PERFORMANCE Of THE WORK FOR WIIICII T`Xm PRISM IS ISS'IEO, 1 SMALL NOT EMPLOY ANY PERSON W ANY MANNER SO A5 TO SEC(M F.. SUtlJECT TO THE WORKERS' COMPENSATION LAWS OF CAUEMNIA ,ATE APPLICANT NOTICE TO APPLICANT R AFTER MAKING THIS CERTI, ICATL Of EMEMPTK)N YOU SHOULD BECOME SULJECT 10 THE WORKERS' COMPNSADON P.IOVISIONS (T DIE LAPOR CIIDE VCU MUST F0R111WI111 COM.PL Y WITH SUCH PROVISIONS OP I HIS PERMIT SHALL ICE Of LME 0 ,REVOKED CONSTRUCTION LET*OINU AGENCY I HERE TY At PEW TIIAT TILER( IS A CONSTRUCTION LENDING AGENCY SON THE PPFLTM ANTE O( Itt MHO( (OH WRILN THIS REMIT IS ISSUED &SIC 3051. (TV C LENDER -:.NAME n�f LENOIR S A(X)IIES;1 I CE STAY MAT I HAVE READ MIS AP't I':AI ION ANO STATE THAT rllf AROVE INfORMAI ION CORRECT I AGREE 10 COMPLY WIPE Alt CITY AND CODNIY orDMANCES AND STATE LAWS RELATING TO R1IR0(NG CnNSTRbQION. AND HERMIT ALTTN011RT REPO(5EN1A TN( i Of T.IIS COON EY 10 CNII D UPON (HE AKOVE MENTI(1NE D PR P(RTY EON INSIMC !ION PLIPOSES SIONAVIEHi 01 At HI.II El EL 2.)AIL JOB AOQPESS: OWNER ADDRESS: CONTRACTOR ADDRESS: RADNNG'PEf3 IOAG IIIOIIAL IDS±I?AIL PIESI! PHONE: HOAG KEKORIAL/LEI! IIONPSOI 301 II11P0It SLID �IENPOIt IEACI CA 92651 tiSTATE D w./ ELII CLASS: lt:, NO.: ARCHITECT: ADDRESS: UC. NO.: ENGINEER: ADDRESS: L IC. NO.: GEOTECHNICAL CONSULTANT. ADDRESS: APPLICAN I ADDHESE; PHONE: NEWPORT SUS, LPL.: PHONE: PHONE: OEPCRIFT1OTE insakin -Rp1MEh ioWs () i R) 844•325$ 11{11B;111Ji1((WHO ��1} ryl'Vi r>j inc on Oka tuunncs mt IyIOiJtL TYPE OF PERMIT: Precise WEIL Petit 714/664-7741 VACANT SITE NEAREST CROSS ST LEGAL CE RIP/10N: f1 YES 0so CoGsfae Permit- 5-93.20 ympAto PROJECT FOR r LLL: )2. la -et 1.UT41000. SFCGAL CO(aftletes REVIEW DEPARTMENTS LAN/CRANDALL 2D0 CITADEL DI LOS WEIRS CA I MQ PHONE. 211/I89-5300 KCLAIE KM 2220 UNITERSITY DR I2➢0 IENPORT LEACH CA 92660 POIONE' 716/574-132S SIGNATURES i is tejam7^_ �+ .!CANT EA/R� '_�/�+ �� *4 F RADIIGI DRAIIACE YErilt !gir- 1 9aluatica of iiprav;IeatE CIADIEG - tt PLAN CHECK FE! ttt (T) 01A0110 - tt PERRT FEE ttetttt (T) PLA111111:20IIIQ :,B C$ M.LEAN-UP DEPOSIT • RICROF! N1NC FEE TOTAL CEADIIG/DRAIIAGE PERKIT FEES le /(6cere PLAN CHECK VALIDATION Al 0 CMil( PROCESSED BY: ZONING TRAFFIC SUBDIVISION GRADING AAA& APPROVAL TO ISSUE .lay A „!3H GO t,-c' (1000, 00 62.60 9,923.19 PAID IIEC 121996 CITY GE NE.A,,:n" . PERMIT VALIDATION Pap eats- 1Credit ett tded: tetai Sr dill: Balance AdjntiY9`.i 3aiafce d]t 2,209,19 0.00 t,2Q9.19 \k , i 1' r V , Jai.; % tz. • \` ;•., i ;LT �_+�: • '+� Le t kiE(V,PIgNS 41l• ) COMMENTb PREGRADE MEETING* DATE BY • ••• • • •-• e 4..•-4 4' lit -I 3/4. ty• 1143‘ AVY )1^11.0 r10,11/2c100 44CY.-.;:r 3TriAAI4•2 hi •2r4) 'it) in /I g GRADING INSPECTION ;is ,',.4“.“ i;.1.v,wi-st ci-L'• , i , 1 tc" iii,`si: :0.4 • ..- , . ; . 4 011 ,. '61* , '•-' jg till! 'NI!: t.f.ci-41Jiii,IffirA1.44•3-371 - -....„-„------- -,.....---, ._ • • - r ... -,—.• — __________r,,______-_____.„_.t_n ______ _ _______ • -....4.-4-4.--4--,--_-4-4-1,,4-4,4-4.0.......:,4,,,,,.......:,‘“ J...“1.“....4•,,,,,,ti.......4-...-.4. /101ii UtSErii 9b.et Thi-v4:: ...!4.44'4?):1 .1L.O.A 4r,H ' - • . • ...... 4- _ 4 ._...5„4_),„.......,,,,..,„,i .._....„_.„........./..„....;......,,..,......4_,_„..,...,...‘.,......,..:_.........:a......,...:...-.........,..a.....,,. • . ........ ROLIGhl GRADE APPROVAL PREcIAViNG MEETING .4 •••v:t.” .;c r(4';•?: .4. 4 CURS- AND GUTTER • • • ^nrn a4.). t BASE • -- . . "---4, r .._ , . 4.. flaktWORK i ....a...4, - ' • - • - 3:COPM DRAIN -• ,A..4.4,4•Vt•taisskint.,\ • 444tSaltAt. - CATCt • .••••••••.,„ EROS itn CONtROL •• C.1THFR 1. 8_ • •••••.( •A: t \ k ? • • ) 'L.O.:I tAN •1349. ,..y4 1,30 fp? tact 1":Cl ' • - ; Mt : 1'4 4- . 500D lean I.:411 r t — `4- : •;-•-1 81-Pf CPC} +I 144;r•I 4y Arbilky PQSox t Newport BeedM.CA 02.59.1708 Permit emelt. Nees No. O14)114442ag111y ,�/��• •TI ON- '`IiIICRIFIfIO JIMALini I ANMOTORDia WII0td o ANY p k► IT ORECIONIM EIES A rimer 7QCONSmuct,'ALTEA. MMO q CUMIN. p110NTDflf♦1EI(IANCE,ALSOAEOUAwSUCH STieP17lICAEFTFON SUPERMIT TO A SIGNED STATEMENT THAT HE ET LICENSED PURSUANT TO THE PROVISIONS Of 'THE DQNiRAt'EDA'S UCENEE LAW N0EA19an1 IIICOMMENCWD WITH SECTION ON/I OF OMSCN S OF MIS DUTIMESS AND PROFESSIONS CODE) OR THAT NE w IXEMPr THEREPROM AND'TIE CANT Hldl THE AME03D EXEMPTION, ANY VIOLATION OF SECTION 7001.1 BY ,WY PIPIT PON A MIST SUBJECTS THE APPLICANT TO A CPA PENALTY Of NOT. MDR THAN Mk NUNCIIED DOLLARS 11100.00) I: 'C71, Al OWIRN OF THE PEOPENTY, 0R MY EMPLOYEES WITH WAGES AS THEIR TOLE FOR SALE 1E(C 70N, IUPIN:SS AND PROIESSI 4 CQ ne. C INTENDED EN OFFERED LAW DOES NOT APPLY TL1 AN OWNER Of PYIOPCRTY WHO SUN OS OR IMPNNOR'S.i M ON. MID WHO DOES SUCH WORK HIMSELF OR THROUGH NO OWN EMPLOYEES, PIIONOED'THAT SWRONG OR UCH NIPROYEMEMS ARE NOT INTENDED OR OFFERED FOR SALE, IF, 1101WWP. THE U,HA Tot IMPROVEMENT OOF RRONNGTMAD Pa THIN T HE DO NOTSMa OF juILDORT IMPWY4 OIRTTHE A,IAPOSE OF SALE.). , .IL O on Of TK PROFESTY'. NA EXCLUSIVELY CONTRACTING WITH LICENSEC CON LAW DOE$ TONOTAPP THE COIN. TO CONSTRUCT MENULAWOMIM Off EMON.R ' WIC WOOS DN1SIMNOMfe TIEIIEON, AND 11IS0 '1011 !IRS FOA cofTFAACTORIST MONIEDPuEISUF. L TONE CiEso rEfL�PLAW', f WDN A w . . CT HMI IM MAYM gMSEC _,� E SI►.C,FOII.TER E/pry COMNACEORE OECLMATIar I PENES AtrLAM THAT I AM"UICENp4D UNCER PRONE10WS OF CHAPTERS (COMMENCING L IC. No. WITH SECTION 70001 OF [ENVISIONS OF THE Malta ANO FROPESSUNS COOL AND MY LICENSE IS IN MILL FORCE AND EFFECT. GEOTECNNICAL CERERULTANT• AAOODREIE: -." FADING P1 366� CANNER: SOAK WOOL 'MITE PRISSY ADDRESS CONTRACTOR: ADDRESS: ADDRESS. CONTAACTOR_._ OAT[. N�YO A7NON I EMSY AFFIOM THATMnyA CHI TIpCONGSE1ACEATOl APPLICANT: CATE Of 1VCNEERS'COMPENSATKINHIEUNANCLOSAMMTEEDCOPYTHEREOF MSC JADO, lE1S C ). ADDRESS. POLICY NO CERTN*1) COPY (5 IS RE NY FURNISHED. ! SNEWIEO COPY IS FREE' WITH THE IL1111NP, OEPAMNENT CERTIFICATE OP EXEMPTION ROW woarERE' C OMPL JTNIS SECTION NEED NOT BE BE COMPLETED A OR TIIS ONE HUNOHE3 DOLLARS tit IOC OR LESS I CERTIFY T:AI IN THE PERFORMANCE Of THE WORK FOR WHICH TWS PERMIT IS ISSUED, SHALL NOT EMROV ANY PERSON M µy MAIENER 50 AS 10 IEC.OME SUBJLCt TO THE WORK — NSAT W WS Of CALSOONA, MITE no APPLICANT NOTICE TO APPLICANT R, At TER MAKING THIS CS RTR'CATE CT EXEMPTION.. YOU SHIRT 0 BECOME SUBJECT TO THE WORKERSCOAERNSATION PROVISIONS OF THE LAWN' C0I IE YONUB( PONIIYWITH COMPLY WITM SUCH P VISKS CM !IRS PERMIT LANAI L fE DE COED APE vOKEOU OW UCTIOrp ORA MERCY C°"E LN11kREY AfFWM MAT ESA (LENOING AGE ,1(Y Fe., rHr, PPRr; NyM AHCE 0E DR WORK FOR WITCH II.;S PERMO IS 6SLNO IS&C NOS,. PV C I LE NOVAS NAME LI NM SS ADDRESS I CETITR E THA I' 'HAW. READ nib APPL ICATKIN ANO S T ACE THAT E`I ABOVE III ORM /0.cm IS CORRECT I AGREE TO COMPLY WITH ALL CITy AND COUNTY (MDINANCES AND STATE LAWS RELATING TO OURDING C0NS1TuCTVIN AND MERE(. AIJnKJHILC RETIRE/MIA FIVES Cf T1115 COON I Y Tot NTIP. UPON THE AIKJVE MEN, Om 0 P'R(4RR TY FOR M.SPCC TRY, POHP0SL •L.ae S 0N'LIUID All P1 HAVT Ft. 14'yr SIGNATURE OF APPLICANT } GRADING/ORIURAGE PerEit Pees * 1 !?Iuatioe of isprovetrEto ----` ^.?ADtgC _ tt FLAN cIFO! FFF Ate (n SIADINC - tt PERN!? IRE *tttttt (7) PIANNJRG:7011.4C PLA484 PA VI\ cy 'LEAN -GP DFPOS!T ) !!rPk ,!EtS0 ➢rP BOAC NOSPI?AL 301 164PORT ?LIP RKAPOR? PEACH CA 9265S GAMER%WJRCLASS: ARCHITECT: ADDRESS: LTC, ENGINEER: ADDRESS: LAX/CRAIDALL/SCRAPE 100 CITADEL PR LOS AIMS CA 90040 NCLARR Nlrs 2220 SYri?RS1?? D! /200 REAPORT !EAR, CA 92658 PHONE: PHONE: NEWPORT' SUS. LID: PRONE: PHONE PHONE: PHONE TOTAL GRADING/DPAINAGE ?FL!!! FFFS PLAN CHECK VALIDATION CR M O ly CASH N/646441 211/189-5301 IPT I '91.QQ064 1^L;.acaon RDass PfroiND 714 ggCl/11IOItg (I hII1 Sj PRKG �j�jip�p>n TLliwi taa+n TYPE OF PERMIT: VACANT SITE NCAFIE CAMS OfiT LEAL DESCRIPTION: MOTT/M E FOE: YPYRiO,IECT L MOTIONS: PROCESSED BY: ZONIN TRAFFIC ¶M �BDIVISILNI 914/1?6-fl•, GRADING I H,%J;;Ii )VAL, .:i:..JD \.11 ,AF,:e1* 0 '1 t't7t tc � 2,500.01 �eli5P Z v rlf 1t 6,912. SR YES ?mite Oradia: Perait LJN° GUT: 13000 REVIEW DEPARTMENTS Narne A Data Credal PTre.H A.I" n nn Total Credit,: .92.50 9all•rP r un nn .ictrenlc n nn 9a?we (SP. no 11I#C.�1�-rrt-r;AH \\1) - ASS. w• I. I, l`�\ Gam . . ` 4 r PERMIT VALIDATION • C) G r . . , l'""' ' ' — ' .1?'"&t?,;116i:151.b'5,ft.:Fti — ;..-4,S V Thriiht: „ .L • , , N't . • (TiNS DATE BY t it, i ti 71 '1 0 vitteAtt. rt.> commeNtS MA r -I:ear:it:W. , . 1 . . _ „ PREGRADE MEETING ., , • ykoo . t 7.,:.2,..!, „.. .‘: . 0041-AfiAlt,M0 tosamsel wit4,no GRAIGING-I-N-SPE6TIonc 1, '''- 4116Tridgirigridter—t—ii" ,titio it . „, .. re7.7. .y( 7.7•77474:...• , r. • :1 • t•-f qtr.*5 te .........1.,44 s.u.A.44,,04,,...1.••4.........•-••••••••-...-...•.44••••••••••.:••••••:•.+.1.4--11••••;••:4.,4-1-4,:•-.....1...^1M-4...-w. . ; . . . : .. . • L.: .44.”...--•.-4-a.,......a..........................4...1,41..• ,....,,,...,..........--;-...-.4...a.....................L.......,.......t ROUGH GRADE APPROVAL . . , . . . PREPAVING MEETING • •,-[-..,.r,:i 'Ir.. . . .. . ._ .• OuR13 AtNID GUTTER • ., • - ,, • ••••••• • • . . . . . . . .. . . .... . .._ • " .1 • 4 ?I'V, • • on,' L. A • • PAVEMENT SUBGRADE AGenEe.A m BASE- . PLATWORK STORM DRAIN CATCI 44)ZsIti F4IP,11\7`" os . . r: Icir I • IN.AL ' r, 1 'NI( AT! , • „ ?IN I .•-•. :v.:Cc • .1 1, £J,r viott tatt y .3orp 1-4,1 446 get aci 4 errigligAr asarsx..1. - r\vit. ez ,•z City of Newport Beach Building Department P.O. Box 1768 Newport Beach. CA 92658-8915 Permit Counter Phone No. (714) 641. 3288/3289 _.. pWIER-B *DER DECLARATION I HEREBY AF4INA UNLIT R PENAL 1T Or PT HAIRY THAT AM 1 xl MPG 11401.1 IHT PROFESSIONS c001'HSI ANY CITY OR COMMIT W11111CII f11 GUM5 AO REASONCI'I HMI. .0 COW 11Il1C1 ATTER REOU'gEs11M IMPROVE. NIIrf<S&CII1AIR PE MANYI )f1111xIA l)IIIGM USIAIIGIAINI HNA IOAI^A IS LICENSEC A (COMMENCING WANT ITH f01 ION ?DWIISI4MIf/ SION:1' ( lilt NN TIIII Cfi4I5IN1 ti`' AND F I(1% t'GEONS CADET Un THAT HE ell ill[ IS if D SECTION Aril 511YIOM ANT 11.1 I ANY APNICANI1 On API IIO.EI Slxill/NI AL (115 LAT - IDI1 Ma vrt`n1'.+..� THE, Mn CANT TO A (AVII Pt NATTY OfN(T M.'AII 11UN1 IV( ICNN I1....... _ I AS OWNER OF Till IMOPt19 OnMT1. 4s'LOYr ES Will 1 WALLS AS 111101S(111 (%AA PENSATION. WLI 00Mil VA)W») TA 51f1UCillflt ISM). Nit N111111 Al Off t HE ll l pi I O(XIIRACICAT SALE .SEC TN4 11114If11 'i`i ANC Pa5i 15510NN C01)1. till ..ON" U1 I, MIL. 11(.1 HS1 I AW M14) IFS+ OO. NOMA N kLf)n1HE 1P111IltE 1 041 YWI K)NlKill il111115lit u1111q 5IOVA.11 II. fta Minl)YI 5 PROVIDED Q 15 .11iMPI ETE MT NI NAl11 IX)! INIIWNIX `El. lI I nii1.11f U..-.;k 1(RlC11W ALH)nf SS 0PAH -HEWMtH130l111.11 Wll1 I IAVI 114 IM1'11p N IA I'IlOVIM, I IIA I I IL (If,' A11 : •IN tM 11 141110 0o IMPROYS 110.1 THE PI1111'05t 5S `.µ 1 I ' I ASC'M(IFiCA 1111 I410191NV Am Xellls1VI IY' I11411N' IAI'1 WIT.11X 11414 ❑IXN TRACTORS 7F, CT01S IRANSFI' AV I x.1s NOmvur el T `. Fall Aril Y 1'1)IANI('454,/.. A1111<N1„IIY WK. THE IS C TRA DSOR IAlo.ENGE IMF HL(N Ni]111 COI IIAC 1`:IU 11.1L1 I PIV.11 Willi A1XN 1R.1(1pH(6' .,cSN iF O IKJI1'd'RI' r(1 Illl CON 11{µ:IfAL.1 S f N`.I 1 +. W it A(. ' • n, tic- HI MEIN AM I.xL MP t U1(OF P'-I C .IOB ADDRESS {1A11 (MINI f1 ---_- LICENSED CONTRACTORS DECLARATION • .; nt Mt Alf IIVA1R11T1': 4 NLLTY Of NIUIIIlT II1A1 ' \MIA "I" UI ( ,Al' lER'1 ( ()1AMI Is 1 .0 WITH SED1l(x1 nxx1' r'1 I'.1'. III.'1 FA.Of IsSK11151(AOT ANDMYTEIETE'3. IS INTUIT I '111.1 •"It111'I. • tic:, 1Nu � �� I I1 IN l'A'I • 6 URIr1U..1.`� WORKERS' COMPENSM DON DE CL ARA TION . 11EHt 6. ul+• H1;1✓1'. II PI It IIHO 1)111 {N 1... f •- ...I 'f4 W'r IF .1. ANi N'11ION AS it inf111AIFIA11144.E N'q.'• '111114 EN^ .U1'I YAM.. t'TT11 )1414%111IIW$I EI ClXw 1A(1,' 4' 1AI+^" y R11 -1 1'•'ANn'C'v'1q YFY•VIf)11Wll(Yi IILA PI IIIAI I'•1 ���� y •„A,I •y1 q.I in. ri1 AA1'Ie viol II`: 111A1'I NN.LIt-411.11eV .•'A11I;' I1' I, 1rnij• 'V1111 it Yl•11,11'AIA'1 • W1•1. r11111 i•/Air•. rl... ..t 'A ,6II IA1'/A 4 IKL I K. r..8... t N.n ••F•1 n A4 '1 A-KJ N+ ....,,A Y 1.f11 .... .. n. • I • . .N41.1. 1A_ I{ .km1. 111111 '111 '4 • .-Ire'T$AANCI_ (H UII ett • 4 .A111v.1 .1N 1 A ' A 4 • 11 CONS tfit/Cll0N LENDING AGE Nl. Y I � i?T -rp$ l L III 1Yu rn 1•+i' I A .AlHw'• A Permil No. BUILDING PERMIT B9600719 Inspeclorl Rogow -its Phone No. (714) 544-3255 C li CI ASS • 1/C4, MU A C1 111 A 11 M. 1() AIiGISI I CI ADMIT SS 5IhlANI U1 A19't II AN I SUti' PHONE IRK** M/ WP01l1 TAUT 1M. Pt4)NI I R 4IN4 a SCRIPT ION WOIIK 'NI I MO ' RE All III JJ IA 3J111.11. 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Tny.,q I MEM CONTRACTOR: ADDRESS: 16 INSP AREA: DESCRIPTION OF WORK' FLOOR: SUITE: DAC ?!EKORIAL DCSPITAL PRETTY 721 !SPORT 8L90 REPORT 3E+110E ^.A 92668 PHONE: 71li646-895' PECK/,SORES COHSTRUCTIOR COMP, 10!E6 4ILRIRE EL7 LC! AROELES CA 9CO2A PHONE. STATE iO322i CLASS. 3 A NEWPORT BUS LE; ITC Nn- OCCUPANCY: r. c a -"° t0 600V up !o 2CCA 'R 60 CIRCUIT 7.00 MTE, Y� _ COCONMPENSATION - - '' ERj� COMPEkSATIOk CECLAR TION I HEREBY WSW UNOED PENAL TY Of POMMY ONE Of THE ECU LOWING OECI NNT1oNS I NAVE AND WILL INNICEATH b. AS P{10100ED ION BY IT GT CATE OF SECTIION 3100 0f WESENT TO SETT INS RLAB(OIR' CODE I OAR TEFEROfMWICE Of IIE WORK I nit Wiu(AI rH514n1.I1I IG ISSUED c RECUR( PROCESSED S SEPWICER- SEPARATE M 917r5 . 41 NAVE up WILL MMIVM( WENS CohtftENSATION lIIRANCI AS R' OR WINCHSECTION S R Of WE Il'B01(O .IRIEMO�[4W1SSTKIN INSIIPANLE CANNER WINCH TINS REHIRE u IeRifB'.ME�11T"-� PEAICY NUMBER THUS SICIIJN f4EED NCI DE :CURLER-0 IT 111E PERM11 - I•1f:.1..1 TON ISSUED 1 SNALL NO'EEM ] in 175 API }IN INCI OE TIN 1ANYRMANNw1 ISu ATI "• I'1 t JME S&Bk 110 TIW IE(Ab.ERS C(MAPENSA LA lk IA AL:NII :1<AT if ODF AMTTc 10�. SEC vm N,E ,NXM C:x[ d1E o SEc • w'1Wt0 0Mu9 N'.A1iON<.1nuU4[ • l NW � 11 a. W {NI d. t, .NI .n6N1 T. I T OWER01 (EN YO "!ANAL Pi JIUUI IL9Nq l,. IY14 07.mAY11. I DR NSE IEI61.LYt M N(1� IIP*4 1011. t ENOAkED fOflN9EGTlJt1 l':K (Y D11 .NMw�l1Y IN It �1k=I ANT) AI ANf'•'•f 1'• I 'et,. ACBNAYLI D(L • AT 1IAH Ip N Ia15 API;IDAIA IN r. A' t t ....W.'. GnENSC<VRCT ANC AT.MOTHE OW11{ II Oo' itl1Y Al NI • r • 11 Cie TO COMMY IWL1 COY N1D SArt IAWD I 'MATING ('nI1-IN.1'.: T. ..I :.` n. THE WORK AuTHOPVE v INEPEB' NC'1'ELSONWT. U1 • AIY''+I'it, I' u•.'1}'4( IA C(XE of THE sty. (r' ALAI<'1 MI AIINL V'W'II$.AIN`. HM.11111'..' .. pd.1 APS 1E1001 ON LEa'S I PEIBATTEk A. NAME Prann r `EF 1171,1 PLAN GHECh '/AL IDA I ION INSPECTOR s C;OF'Y .c nn If Paytietts: d!` extender!: ctal Credits: 71015,7.2017 022L59 E9b00389 LB0!115! (604011i) ELEC/LIOET STORARDS ADGITIONAI. INSPECTION RECORDS drCO( / 74/ PERM II VALI DA I ION onappon each ftr Hoopoe each, CA 92031.6916 Poo* CounMr Phone No. (714) 6443266/32139 INSPECTOR 1101( I EMIU 1/dMLN Pea NeTT isUCEWEO OMER F ymore pp �pq KW* es a tr 65 AND LICKS OMMACROS oonasi ai oar Hen MINI (NW MSYSTICISIAWNICONCIFNIII.OLLOOING TECARAnoms HAVE MO WILL WNTAPI A CER1ltAT! or CEMENT TO SELF -INSURE FOR wow —F11e'COMISSEATICH AS PROYOETJ FOR EY SECTION 37a0 OF THE LASER caw FOR r1(FEIEOIEAV! OF THE a ram MCI THE PERRY SEALED ouln SECTION SAE OF THE LOOP OWE, FOR THE PERFOIM ICE OF IREvAXIA FOR W4011111E PERAET N OWED W WORKERS COMENSATON N91XNH;E con MO KUM'IAa1ER ARE or 7C)": "V 'T: ELM OWNER: ADDRESS: CONTRACTOR: ADDRESS: PLUMBING PERMIT FLOORS SUITE: ROAD KEKORIA:. ROSPITAL PRESRM' ?C' REYPORT !LYE REVPORT SEACK CA 9262E PHONE. PECK/JORTS CORSTROCTPOR CORPt 'CS66 VILE'.RR !LID LS'S ACIELEE CA ?n 021; STATE IR722F CLASS: P A PROCESSED BY. IEEAAf1 'MALL NOT EMPLOY A/VY PERSON N AN WOPEERB COAlEVASArgN {AWE O' E THAT !F : qq+ 7'j/�O THE WORKERS' ` � •VI'h1' s l" �.. / GR //���/ Sass Fr SIMAL MSZCT NI WtTO OYERRTTO CRAM/ Sirs Mc OVA Foes ETO ONWHomy*. TH}ccNO COLLARS IEIO)O0S, N AWACS TO THE COST DF LEMH EATO ORAN:Es At: PROMOS FOFI M SECTION i>OE CE THE LABOR COOS. NTT: H ST. AND Ancs*tY"i I TEs I HERESY AWIOREDOE /IMF 1 NAl . RAO Nis APPIMATn1 7NAT TH. Pw OnFIOCN ONBI IS CORRECT. AND 1HAT I AN hE (Amyl OR IIULY NIIIUR.'EC AR(NT OF 'IA CW* 11 N RE 10 COOLY WTI an. AND STATE LAWS FECAAATOE CCHEM Al AN AH) *. :*.w.; TIE VAR AUTHORED T*EIEl1. NO PEFISON L EE MARCHED Id LA TAN CI TRE..Aa Y+ COOS OF IIE STATE OF c T• ksCOElITM CARER AAAAfiAm.1A_. ryryF�E161'111A/En..._____ .. . IAMS OTOR NEED INOT E COISLETED r THE PERMT is Foe EWE HUNDRED OOL THAT N THE PERFORMANCE OF THE WORK FOR WHICH TH:3 PEW.' .S __ Y MANNER 50 AS TO EECOAE SUB ACT 10 TIE SHOULD E SMUG SECTION O' TIE 1 L APPLICN! PERNREE HATE ('RNI) 5O4AULAE LW PERHI TEE ADDRESS_ ar .:g :es".;, te¢a 9acf:c: derive - .i Reg:la:ass Lawn sp'ink r sy it° :e:it) PHONE: r,211e9 WS LAC T OCCUPANCY: 7941646•890' 6. SI •,u'r, !-1 ?•' DESCRIPTION OF WORN: Perna No. • P9600218 Inspection R • • Phone No. 714 644-3255 ENE (P0011M LACRPLE' DEY,RECULTR,cePRKL^,HOSE COUPLER ADDITIONAL INSPECTION RECORDS 9 LFSF C"PL' Ci `i Or t': q74/ LAM/CRANDALL A DIVISION Of LAW ENOINEERING AND ENVIRONMENTAL SERVICES, INC. April 16, 1997 Mr. Lcif N. Thompson, AIA Hoag Memorial Hospital Facilities Design and Construction 301 Newport Beach Boulevard/F;x 6100 Newport Beach, California 92658-6100 Subject: Response - Final Grading Report Terrace Reduction Hoag Memorial Hospital Presbyterial 301 Newport Beach, California Law/Crandall Project 70131-5-06/19 Dear Mr. Thompson: On February. 27, 1997, we submitted a letter re;.arding our observations during the site grading for the subject project. We subsequently received a copy of the City of Newport Beach Building Department letter dated March 25, 1997, The City of Newport Beach grading engineer requested additional information prior to further review and approval of our February 27 letter. This lettcr responds to the City's itemized request as follows: he n A Based on review of the report by Law Crandall dated 2-27-97 the .following corrections apply• I) Indicate that this is a final grading report for the subject sue. 2) Provide geologic map showing site geology of finish condition. 31 Provide a positive approval statement verifying adequate gross and sutticiai s!ope stability and confirming that the site is suitable for its Intended use. Response I) The grading and other site work have been completed on the project. finis response letter, along with our February 27 letter, should be considered our final grading report for the subject project. 2) The geologic conditions of the site were previously mapped by us in 1991 and presented in our report dated May 20, 1991 (089034.AE0). The site was recently mapped by personnel from Leighton and Associates during a recent fault investigation. The results of the mapping by Leighton and Associates were presented in their report dated October 21, 1996 (1950076-1). We have also performed limited geologic mapping during the recent site grading. We summarized the data available from the prior mapping and presented the information on the attached Plot Plan. 3) Based on our analysis and site observations, the gross and surfacial stability of the on -site slopes are adequate. Also, as indicated in the last paragraph of our February. 27 letter, the site is suitable for the intended use. 200 CITADEL DRIVE • LOS ANGELES CA 90040,1554 12131599 5300 • FAX (2 WI 721.6700 Hoag Memorial Hospital Presbyterian April 16, 1997 Page 2 Item B Provide erosion control devices (approved by design engineer) on upper terrace to prevent silt entering down drains. Response The requested item will be responded to by others, We trust that we provided the information requested. Please call if you have any questions or need additional information. Respectfully submitted, LAW/CRANDA LL Paul R. Schade Senior Engineer i/enggco/95-proj/0689 I I09. doc\PS (I copy submitted) Attachment er ( I ) City of Newport Beach Building Department Attn: Mr. Richard Hig1e Grading Engineer ( I ) Taylor and Associates Attn N1r. Mike McLane (2) Peck Jones Attn: Mr. Roger Ledbetter / Ivr tie/ 441/ Paul Elliott Principal Engineering Geologist SSipikii QP PAc 5C�y cc Nn."371 * \ Exp. LI:.,1,•00 C 0; C;\tc,S- ' s NA 36 PAIX ELLIOTT r1435 CERTIFIED ENCIN(f RING GEotOGISI 1 1 1 1 1 LIEIGHTON AND ASSOCIATES, INC. g.««I.raA .d Uu*si w.ti bilbseki SUMMARY OF FAULT INVESTIGATION, LOWER 1 CAMPUS, HOAG HOSPITAL 34 47, 1 1 1 1 1 1 1 1 1 1 1 Project No. 1950076-01 October 21, 1996 Prepared For Hoag Memorial Hospital Presbyterian 301 Newport Boulevard Newport Beach, California 9265E 1 17781 COWAN. IRVINE, CA 92614 NH 30 (714) 250-1421 • (80 253-4567 FAX (7 4) 250-1 1 14 1 1 1 1 1 1 1 1 1 1 1 1 To: LEIGHTON AND ASSOCIATES, INC. October 21, 1996 Hoag Memorial Hospital Presbyterian 301 Newport Boulevard Newport Beach, California 92658 Gestedriket-Sintirawaroutel luipbsearlag c. mullerte Projcct No. 1950076-01 Attention: Mr. Leif Thompson Subject: Summary of Fault Investigation, Lower Campus, Hoag Hospital Introduction At your request and authorization Leighton and Associates, Inc. (Leighton) is pleased to present the results of our fault investigation behind the proposed parking area at the Lower Campus at Hoag Hospital (Figure 1). The area of our investigation was limited to the portion of the lower campus below the terrace bluff and west of Hoag Drive. Purpose and Scope of Work The primary purpose of this study was to determine if a splay of the North Branch of the Newport- Irglewood Fault Zone is present in the area behind the proposed parking lot. If a fault was encountered, we would assess, if possible, the recency of faulting to evaluate the potential for future surface fault rupture at the si'e. To conduct this study we performed the following tasks: • Reviewed readily available reports on the geology of the area as well as aerial photographs of the site; • Observation of a 1250 foot long cut slope excavated to expose the contact between the Monterey Formation and the overlying Quaternary Terrace; • Observation of bedrock exposed in the subdrain trench excavated at the toe of the cut slope; and • Preparation of this report which summarizes our findings, conclusions, and recommendations. 1 17781 COWAN. IRVINE, CA 926I4 (714) 250-1421 • (800) 253-4567 FAX (71 4) 250- 1114 1 1950076-01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Site Degctption and Proposed Development At the present time, the site is a vacant undeveloped parcel of land, The site is a triangular shaped parcel bounded by Superior Avenue to the west, Pacific Coast Highway on the south, the existing slope on the north that separates the upper terrace and the lower terrace adjacent to Pacific Coast Highway; and Hoag Avenue on the east. A storm drain and utility lines for the gas flare are located on the flat portion of the parcel. The natural bluff forming the northern boundary of the study area has been modified on the eastern side of the study area during grading for the adjacent condominiums (located to the north). Grading resulted in addition of about 8 to 12 feet of fill over the natural slope. Minor amounts of fill were also placed at the toe of the bluff, adjacent to the Child Care Center. Grading is proposed for the site to develop a parking lot on the lower terrace, adjacent to Pacific Coast Highway. The flat terrace above the bluff will be used for a linear park. Previous Fault Studies Mapping for the Versailles condominiums, adjacent to the study area on the upper terrace was performed by GeoSoils, Inc. it 1978. For their study GeoSoils mapped the bedrock/terrace contact from Superior Avenue, eastward across the study area. GeoSoils recognized two faiths west of station 8+50 but, the faults did not offset Holocene age soils. Guptill and Heath (1981) mapping west of the property at Pacific Coast Highway and Superior Avenue, located the terrace deposits, offset against the Miocene Monterey Formation. their mapping indicated approximately 3 feet of vertical offset of the bedrock/terrace contact and based on offsite exposure they postulated historic fault displacement. They referred to this fault as the North Branch Splay. During ubsequent work, Guptill, Armstrong, and Egli (1989) excavated several trenches across these faults. The trenches and soil units were logged and the relative ages of the soils and geomorphic surfaces. This subsequent study by Guptill, et al (1989) found that although the Pleistocene age terrace deposits had been offset, the faults did not offset the upper part of the late Pleistocene soils. Tiny concluded, based on their recent trenching with a better developed soil profile, that the North Branch Splay was not active. LeRoy Crandall mapped the slope in 1989 and 1991 as part of their work for the master planning development of the Lower Campus of the Hospital. In their reports they discuss mapping the bedrock/terrace contact along the slope. They found no offset on the site and concluded there was no active faulting in the study area. _2- N R 3� aWAN 11w-r s. 1950076-01 Merrill Wright excavated three trenches on the Lower Campus in 1993. The location of these three trenches is shown on Plate 1 of this report. Wright's trenches exposed several faults and fractures in the Monterey Formation bedrock but the bedrock was overlain by fill and Wright was unable to trace the faults upward tc determine if the bedrock/terrace contact was offset. Wright mapped the slopes adjacent to the exploratory trenches and did not find any offset beds in the ter ace deposits along the projected trend of the faults or fractures found in the trenches. Wright concluded that the faults and fractures found in the trenches were confined to the Miocene age Monterey Formation. INVESTIGATION METHODS Aerial Photograph Analysis Black and white, vertical aerial photographs were reviewed to evaluate whether abrupt changes in elevation, contrasts in vegetation or soil, or other lineaments of possible fault origin could be discerned across or adjacent to the site. The stereo -paired photographs reviewed weiz taken between 1928 and 1952, and are listed in Appendix A. Subsurface Exploration For the purposes of this study we examined a cut slope approximately 1250 feet long that began adjacent to Pacific Coast Highway. The slope was constructed as part of the proposed parking lot and subdrain system. It began at the western comer of the site, and extended in an easterly direction toward the Child Care Center. The slope was ^xcavated across the regional trend of the NIFZ. The slope exposed bedrock of the Monterey Formation as well as the overlying Quaternary terrace deposits. Two different appear to be present. The lower terrace deposit is a For our fault investigation we examined the freshly cut slope behind the proposed parking lot adjacent to Pacific Coast Highway. We examined the slope from the centerline of the entry road (Hoag Drive) at the intersection with Pacific Coast Highway, westward until the slope curved southward to Pacific Coast Highway. Geologists from our firm clean.:d the slope to remove the soil materials smeared by the excavation equipment, and mapped the geologic units exposed on the slope (Geology Map, Plate 1). For reference, stationing was assigned to the beginning at the western corner of the slope. Along the fresh slope the contact between the Monterey Formation and the overlying Quaternary Terrace Deposits was examined for offsets. The contact was sharp, clearly defined and easily traced across the site. S`.ears within the bedrock were traced upward to the terrace contact to verify continuity without offset. Fractures in the terrace deposits were traced downward to the contact to verify lateral continuity without offset of the contact. In areas where the terrace/bedrock contact -3- Nn 3 IONITI A/AMMAITS, It. 1950076-01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 was covered with fill the bedrock was examined for shears. Where shears were found they were projecte.: or traced upward into the terrace deposits. The terrace deposits were then examined and sand beds or other compositional layering was traced across the projected shear trace to demonstrate lateral continuity without offset. FINDINGS The project area lies along the Newport -Inglewood structural zone in southern. California. This zone is a major tectonic boundary in the region and contains the Newport Inglewood fault. A splay of the North Branch of the Newport -Inglewood fault is located adjacent to the Lower Campus on Pacific Coast Highway. Along the freshly cut slope, the contact between the Miocene age Monterey Formation and the Quaternary age terrace deposits was examined for offsets. The contact was sharp, clearly defined and easily traced across the site to the region behind the existing gas flare. ;,hears within were easily observed and traced up to the terrace contact. The contact itself was readily identified. The contact is a nearly flat, slightly undulating erosional surface. The surface is marked by a one-half to one inch thick, nearly horizontal, light grey clay layer. The clay layer was not observed to be offset by any of the fractures or shears in the bedrock. In areas where this clay layer was indis:nct or absent, thin sand beds or stringers parallel to bedding within the terrace deposits were traceable through the terrace. At approximately station 7+50 a sand tilled fracture in the Otiaternary terrace deposit was mapped. The fracture was approximately four to six inches thick and had apparent offset of beds within the terrace. The fracture was traced upward to where it died out below the soil horizon, consistent with the findings by GeoSoils (1978). The fracture could not be traced to the clay layer at the bedrock/terrace contact and the contact was not offset by the fracture. At station 9+75 the contact was obscured by fill placed during grading for the condominiums on the upper terrace. Vertical slots cut through the fill at 10 foot intervals for backdrain placement allowed intermittent observation of the contact through station 10+50. Visual alignment of the terrace/bedrock contact between these slots indicated no offset of the contact. A trench was excavated at the toe of the slope from station 9+50 to 12+50. This trench revealed bedrock overlain by fill. East of station 11+50 bedding exposed in the trench was not offset by faulting. West of this station numerous fractures and small faults were observed in the trench. These faults and fractures were projected visually to the excavated slope and the slope was checked to determine if the bedrock/terrace contact was offset. In addition, previous mapping by Law/Crandall and GeoSoils were reviewed for the area obscured by fill. In the area where fill presently covers the bedrock/terrace contact, both consultants had mapped the bedrock/terrace contact prior to placement of the fill and found the contact was laterally continuous vithout offset. Each concluded that there were no active faults on this portion of the site. -4- IVA urrrrrrna it 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1950076-01 CONCLUSIONS AND RECOMMENDATIONS Based on our field mapping, fractures and shears were observed in the Miocene age bedrock, as expected in this tectonic environment. Our mapping of the terrace bedrock contact, indicated no evidence for offset of the contact between stations 0+00 and 9+75. Intermittent observation of the bedrock/terrace contact between stations 9+75 to 10+50 indicated no offset of the contact. Previous mapping by GeoSoils, Inc. in 1978 and by Lawitrandall found no evidence of Holocene faulting between ststions 10+50 and 12+50. Based on our observations of the recently cut slope and review of prior mapping along the before fill was placed along the east side of our study ar,a, it is our opinion that although faults are present in the Miocene age bedrock, they do not offset earth materials younger than 11,000 years old. Therefore, the faults are not considered active under the Sate of Califomia Alquist-Priclo act. If you should have any questions regarding this report, please contact us. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. /; lax Edward A. Steiner, CEG 1408 Associate Geologist EAS/kjb Attacnments: Figure 1 - Site Location Map Appendix - References Plate 1 - Geologic Map Distribution: (2) Addressee (2) City of Newport Beach Attention: Mr. Faysal Jurdi (1) Taylor and Associates Attention: Mr. Mike McLane -5- Net 36 raver*rAwormr, NC 1 gESOMMIIS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 2000 4000 SCALE FEET 1/14 • � t. •1� Lirnlq�r. f`33/at/Licht .• Parke, /I; SITE LOCATION MAP BASE MAP: U.S.O.S. 7.3 MINUTE NEWPORT BEACH 1965 (PHOTO REVISED, 1072), CALIFORNIA OUADRAIVOLES HOAG HOSPITAL NEWPORT BEACH, CALIFORNIA Project No 1950078-01 Dote 10/21/98 Figure No. 1 NA 3 1 1950076-01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX Reference GeoSoils, Inc., 1978, Preliminary Soils and Geologic Investigation, Tentative Tract 8336 and Adjacent Park Site, City of Newport Beach, California: Work Order 513-OC, dated April 25, 1978. Guptill, P., Armstrong, C., and Egli, M., 1989, Structural Features of West Newport Mesa: in Engineering Geology Along Coastal Orange County, Association of Engineering Geologists, Southern California Section, Field Trip Guidebook, pp. 31-44. Guptill, P., and Heath, E.G., 1981, Surface Faulting Along the Newport Inglewood Zone of Deformation: California Geology, pp. 142-148. LeRoy Crandall and Associate, 1989, Geologic Seismic Evaluation, Existing Hoag Campus, Hoag Memorial Hospital Presbyertian, dated May 25, 1989. 1991, Report of Preliminary Geotechnical Evaluation for Preparation of Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presybertian Campus;. dated May 20, 1991. Merrill E. Wright, 1993, Fault Investigation, Mitigation 67, Hoag Memorial Hospital Presbyertian, Lower Campus Project, Newport Beach, California; Job No, 1132, dated December 17, 1993. Aerial Photographs Date Flown Flight Number Frame Number Agency 1927 C-135 A22 to 25;B24 to 27 Fairchild 1928 C-278B B8 to 11;C9 to 12 Fairchild 1939 C-5925 101 to 103 Fairchild 1945 C-9819 29 to 33; 41 to 46 Fairchild 1949 C-13990 1 to 3; 62 to 65 Fairchild 1952 C-17243 12 to 13 Fairchild 1 Nfl 3� LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. November 15, 1996 Mr. Leif N. Thompson, AIA Hoag Memorial Hospital Presbyterian Facilities Design and Construction 301 Newport Boulevard, Box 6100 Newport Beach, California 92658-6100 Subject: Review of Fault Information Lower Campus - Hoag Memorial Hospital Presbyterian Law/Crandall Project 70131-5-0689.0001 S 44t Dear Mr. Thompson: As requested, this letter presents a summary of the fault information available on the lower campus of Hoag Memorial Hospital Presbyterian and our conclusions regarding the potential for active faulting at the site. We have submitted the following reports on projects located on the lower campus: • Geotechnical Investigation, Hoag Cancer Center, dated May 26, 1987 (AE-87147) • Consultation Regarding Foundation Design, Employee Child Care Center, dated October 17, 1989 (089083.AO) • Geotechnical Investigation, Employee Child Care Center, dated April 20, 1990 (089083.AEB) • Geotechnical Inspection and Geologic Services, Hoag Hospital Child Care Center, dated December 17, 1990 (090038.BO) • Preliminary Geotechnical Evaluation for Preparation of the Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presbyterian Campus, dated May 20, 1991 (089034,AEO) • Geotechnical Investigation, Outpatient Services Building, dated March 9, 1994 (2661.30916.0001) • Geotechnical Investigation, Parking Lot and Future Building Development, dated January 23, 1996 (70131-5-0689-0001) • Geotechnical Investigation, Support Services Development, dated June 5, 1996 (70131-6-0172-0001) In addition to the studies listed above, we have been provided with the following reports by others: • Summary of Fault Investigation, Lower Campus, Hoag Hospital, by Leighton and Associates, dated O tober 21, 1996 (1950076-01) • Fault Investigation, Lower Campus Project, by M.E. Wright, datel December 17, 1993 (1 132) 200 CITADEL DRIVE • LOS ANGELES. CA 900I0-1554 f213j 880-5300 • FAX (213) 721 6700 Na 36 Hoag Memorial Hospital Presbyterian November 15, 1996 Page 2 The locations of the exploration borings on the lower campus by Law/Crandall are shown on the attached plan. Also shown are the areas explored by Law/Crandall and Leighton and Associates for faulting along the lower campus frc m the Hoag Cancer Center to the western property line. Based on our geotechnical and geologic studies petforrned to ciate and on our review of the fault investigation report by Leighton and Associates, we found no evidence of active faulting within the limits of the lower campus extending from the eastern side of the Hoag Cancer Center to the western property limit. Although faults have been encountered within the Miocene age bedrock, these faults have not been found to offset the terrace deposits younger than 11,000 years old and are therefore not considered active under the State of California Alquist-Priolo act. Please call if you have any questions or require additional information. Respectfully submitted, LAW/CRANDALL, INC. Paul R. Schade Senior Engineer W.proy06891 LO .doaPSroef (2 copies submitted) cc: ( I ) Taylor and Associates Attn: Mr. Mike McLane ( I ) Peri Muretia ( I ) Leighton and Associates Attn: Mr, Edward Steiner (3) City of Newport Beach Attn: Mr. Faisal Jurdi Paul Elliott Principal Engineering Geologist No.#,9E79 bp. 9/3er% C rd l\. Of CO ED C ; PAI!< auerr ; 1 11435 MIMED J {x EIGNEERIND SaISIS: a !tk J w O 0 1 uA co rl 11, 10 0 4 Vr' 7 c 9 (3 BORING LOCATI' CURREN" INVESTIGAT'ON 1995 (7C l3 I.5.0689 0000 PREVIOUS INvESNSATION 1990 (2661 339'6.03011 PREvlOI+S L.vESTGATION 1989 (089083 AE8) PREVIOUS INVEr.GATION 1989 (08903A.AEO PRE.V:OUS ;NvES':OATION 1966 (A.68260•A S 3) PREVIOUS :LAVES^CATION 1987 IAE e71+ PREVIOUS INVESTIGATION 1971 (A)712051 40 NUMBER FAULT TRENCHING BY LAVICRANOAL: FAULT TRENCHING 6Y LEGHTON CONSTRUCTION ONLNAELSTRUCTI EXCAVATION MAPPING CONSTRUCTION EXCAVATION MAPPING BY LEIGHTON GEOLOGIC MAPPNG BY LAW/CRANOALL H!GHWA Y REFER 1.6aAl21/951 BY SITE PLAN (L ATcD ❑ONTO A. BOYE ENGINEERING. N HOAG MEMORIAL HOSP. PRESBYTERIAN LOWER CAMPUS MAY 24, 1994 H17.IOO-00 GEOLOGIC MAPPING AND TRENCHING NOT TO SCALE LAW / CRANDALL SMIONINF WA- 36 NR 3,6 R. T. Higley Associates Mr. Faysal Jurdi, Chief Plan Check Engineer Building Department City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92658 Subject: Reference: Dear Mr. Jurdi: Geotechnical and Municipal Services December 31, 1990 Review of Fault Study Reports, Hoag Hospital Lower Campus, 36 Hoag Drive, Newport Beach, California. Review ah Geologic Mapping Information, Lower Campus -Hoag Memorial Hospital Presbyterain, Law/Crandall Project 70131-5- 0689.0001, dated December 2, 1996. I have completed my review of the documents submitted by Hoag Hospital relative to the geologic mapping of the lower campus area of Hoag Memorial Hospital Presbyterian. Specifically, I reviewed the document by Law/Crandall dated December 2, 1996 and the referenced reports attached thereto. Law/Crandall extended the area where geological mapping of censtruction cuts for the Cancer Center, Day Care Center and West Parking Lot wore performed. An attached plan Indicated the limits of the previous studies. The plate attached to the referenced report indicates that essentially the entire length of the lower campus has been geologically mapped by a combination of Law/Crandall and Leighton & Associates. To date, no reporldsubmkted to the Cky for review has indicated that any evidence of active faulting$as observed by the project geotechnical consultants in the lower campus area. Therefore, additional fault study f elti work does not seem warranted unless or until such time as new information might be exposed in future excavations on the subject site. If you should have any questions, or require further information, please contact me at (714) 642-7801. We appreciate the opportunity to be of continued service. Respectfully suomfted, R. T. Higley Associates Richard T. Higley, Principal CEG 1171 RTHLcd 3UIi.DINO DEPAkT : _wT JAN - G 1997 eliY J1 ' JCfilJi 310 Rohathood Lune. Craw Mesa, CA 92627 T-1. (7141642-7801 Far: (714) 642-565a WA 36 1220 RR+RvnI11tY OIWL IWTI 200 NIW ORT /ACM, 4A IPOIW % 12444 714.57/.132J FAX 714.374.1131 AICMtlIC'11II AMI IM.I IIOI IUION 6 CONFERENCE NOTES PROJECT NAME: HOAG MEMORIAL HOSPITAL PRESBYTERIAN West Parking Lot - Lower Campus j IOAG PROJ. NO,: 1255.78 TAA PROD. NO-• 1214.00 MEETING DATE- 10/11/96 ATTENDEES: Genic Garcia • City of Newport Beach, Planning Department Faysal Jurdi - City of Newport Beach, Building Department, Rick Higley - R.T. Higley & Associates Dave Boyle - David A. Boyle Engineering Mike McLane - Taylor a Associates ITEMS DISCUSSED: TAYLOR a ASSOCIATES IRCIItitt1 The purpose of this meeting was to discuss Hneg's intent to remove additional dirt from the upper terrace area above the Lower Campus Parking Lot, and to discuss the City's review process. 1. Faysal Jurdi noted that the fault study that is part of the current Lower Campus Parking Lot project has not been received by the City as promised. Faysal hereby notifies Hoag Hospital that if the fault study is not received by the City, by Friday, Octooer 18, 1996, current grading operations will be stopped by the City. 2. Mike McLane noted that Hoag Hospital has been approached by several dirt moving contractors for purchase and removal of additional dirt from the upper terrace area above the Lower Campus Parking Lot. Since this is part of Hoag's Master Plan to eventually lower this area upper terrace area to prepare for future buildings, it is Hoag's desire to have !`le dirt removed while there is a current market available. 3. It is Hoag's intent to lower the upper terrace area approximately 25 feet below the existing approved grade. 4. Genia Garcia noted that since removal of the dirt in this area was a part of Hoag's approved Master Plan, additional conditions of approval would not be triggered by the removal of excess dirt. NA 36 CONFERENCE NOTES HOAG HOSP!TAI. Mist Parking Lot - Lower Campus 10/11N6 Page 2 5. In order for the City to approve removal of the additional dirt the City would require the following: • New grading plans. • A letter from the Archaeologist/Paleontologist, stating that they have been present during current grading operations, and that the removal of the additional dirt would not have adverse effects to the area. • Soils Engineer recommendations for the removal of the additional dirt and a letter that indicates that removal of the additional dirt would not have, adverse effects on the existing surrounding terrace area. 6. Genia Garcia noted that the dirt removal work will require Coastal Commission approval. Mike McLane acknowledged and noted that Peri Murreta will be coordinating the change with the Coastal Commission. 7. The City indicated that this work will be done under a separate permit from the current grading activities. The above documents Our understanding of items discussed in Oa above referenced meeting. Unless notice to the contrary is WOWS( the notations will be considered acceptable and Taylor d Associates Architects wit pre ceed with work based on these understandings. My dscrepancies should be brought to our attention within seven (7) working days. By: Mike McLane cc: Those present Leif Thompson - Hoag Peri Muretta 1214CN01.00C NA 36 LAW/CRANDALL A DIVISION AND GIN0NMQNrn. UUIVICE$. INC, //49al • November 4. 1996 Mi. LcifN. Thompson, AL‘. Hoy Monocle! Hospital Presbyterian Facilities Design and Construction 301 Newport Boulevard, Box 6100 Newport Beach, California 92653-6100 Subject: Reviver of Terrace Redaction Plan Weston Portico of the Lower Carpal Haag Memorial Hospital Praebytariaa Law/Crude!! Project 70131-S4689.0001 Dear Mr. Thompson: This later presents the results of our review of the terrace reduction plan (Sheet 2 of 5 of the previous Phase 1 Grading and Parking lot Plan), dated October 17, 1996 by David A. Boyle Engineering. We performed a geooeehnial investiption for the perking lot project and presented the results in our report dutnd January 23, 19%. We also performed exploration borings at the top of the bluff and presented the results in a gcctecimical evaluation report for the preparation of the master plan dated May 20, 1991 (ow Job No. 0B9034AE0). We are curteatiy providing geotechnical observation services for the parking lot project. The professional opinions presented in this letter have been developed wing that degree of are end skill ordinarily exercised, under similar circumstances, by reputable goomchnial consultants prsr; tieing in this or similar lonlities. No other warranty, expressed or implied, is made as to the professional advice included in this letter. We understand that you plan to lower the grade at the top of the terrace up m 25 feet to Elevations 40 to 50, The subsurface materials encountered in the planned cut will be terrace deposit sands and silty sands with lesser amour& of sit and clay. The planned permanent cut slopes will be inclined at 2:1 (horizontal to vertical). There will be a 20-foot wide vicwpnk dedicated to the city that will offset the top of the planned slope with the northern property litre. Based on our review of the subject plans, we do not anticipate any adverse geologic or geotechnical impacts caused by the planned terrace reduction. We recommend that the planned art dopes be appropriately planted to reduce the potential for erosion. lea amor. OFFA • Lae mean CA soDa lit 0111 M►rUN • FAX p1a) 7t1 areo NA 5C, •a• Hoag Memorial Hospital Prabytaia November 4, 1996 Page 2 Please call if you have any questions or require additional information. Respectfully submitted, LAW/CRANDALL Paul R. Schade Senior Fngincer MIA Franzen Samar Fngineeeiag Geologist 931wy04191t.04.1eoPS (1 copy submitted) cc: (3) Taylor and Associates Attu: Mr. Mike McLane .3 VISAN r.R j ' rr:..5L'rtsc / NA 3E Chambers Group, Inc. Ertiuonmental Consultants Scientists Planners Engineers October 24, 1996 (5201/5202) Mr. Leif Thompson, Vice President Facilities Design and Construction Hoag Memorial Hospital Presbyterian P.O. Box 6100 Newport Beach, CA 92658-6100 Subject: Archaeological and Paleontological Monitoring for Additional Grading, West Parking Lor - Lower Campus Dear Mr. Thompson: We are continuing our monitoring program for archaeological and paleontological resources for the on -going project referenced above. We understand that additional grading of the bluff area will be taking place beyond that originally estimated and that we will continue to provide monitoring for this additional work. The current monitoring program, supervised by an Orange County Certified Archaeologist and Paleontologist, will ensure that no adverse impacts to archaeological and paleontological resources occur. If you have any questions, please call Dr. Mason at (714) 261-5414. Sincerely, CHAMBERS GROUP, INC. Roger D. Mason, Ph.D., SOPA Director of Cultural Resources Orange County Certified Archaeologist cc: Mike McLane, Taylor & Associates lizn11024rdm Corporate ► eadqur:u: 167t10 Aston Street !927141 P O. Son 57002 (9261 9-7002. Inane. CaWtyma (714) 261.5414 Fa. (7141 261 8950 Mral cglwvneiaolcom Inland Empire 2001 Iowa Avenue.:wte 206 Riverside. CA 92507 1` 09) 276-8344 Fax (909) 276-0923 email- cgrNttOaoi corn Mark A. Roeder Paleontological Field Supervisor Orange County Certified Paleontologist Chambers Group, Inc. n.xnW Consultants Sdendsts planners Engineers Mr. Leif Thompson, Vice President Facilities Design and Construction Hoag Memorial Hospital Presbyterian P.O. Box 6100 Newport Beach, CA 92658-6100 Subject October 24, 1996 (5201/5202) Archaeological and Paleontological Monitoring for Additional Grading, West Parking Lot - Lower Campus Dear Mr. Thompson: We are continuing our monitoring program for archaeological and paleontological resources for the on -going project referenced above. We understand that additional grading of the bluff area will be taking place beyond that originally estimated and that we will continue to provide monitoring for this additional work. The current monitoring program, supervised by an Orange County Certified Archaeologist and Paleontologist, will ensure that no adverse impacts to archaeological and paleontological resources occur. If you have any questions, please call Dr. Mason at (714) 261-5414. Sincerely, CHAMBERS GROUP, INC. Roger D. Mason, Ph.D., SOPA Director of Cultural Resources Orange County Certified Archaeologist cc: Mike McLane, Taylor & Associates r,eu•,Io24rdm Corporate Headquarters 15700 Aston Street 1922141 ? 0 box '27002 1°2619.7002i Irvine. Callrt7rrn+a p;4I26I5414 C•._ 17 41 :61E953 ernad cgnrv✓Ielaod con, Inland Empire 2001 iota A•enue. Suite 206 RrvtSWe. CA 92507 19091 2i 6-8344 Fax 19o9 276-0923 emar c.pn-n®au1 corn Mark A. Roeder Paleontological Field Supervisor Orange County Certified Paleontologist it: Jay, Zale.41 67.00, 0C41.45. 41, ion.i 4 fi..-'G.4 tat_ 47 dad) Cara Ce-eydott a.tbd , , -2/-SO )4; / st cnt4.4../ 1/4 Al 1��� Lo4 and ter/) � 1 we 4.1 /adz 1 c7. `/r,,c4.4J a7 G RLks p% L4T 6 rac i �. r NA - ; " _ a 4 work fi-A-- Sr 4r'N+(A f4', 41 TT- G ' SUPE OR afe 1,1.A '1• 01 11 PLOT PLAN tfASISt PACIFIC 40 30 --- 20 10 , 0 C'Y OE r r i •IG'•PC,d' . • DETAIL GIRT O. 10 txst yoke .t F RCP 2c9D 1© PROFILE LINE 00. 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T VV '-CM TO.E� rl TTrL.L'Lt CONSTRUCTION NOTES CONT AEMOVC CXt ST TRAIPSE S:ONAL SI:" 50 iSSPE'�Ui6TSR.--. t.-CR-...a- 474 .-nw t RPSGn1 Mtn* 'TALL 2 rT:PR IA afltl. y ):15TALL 7 !PRI':At ION VATEP ',EPVI • AND HITRP PEP "'ITT StD-S03'L 40lINlTALL 4" PLR MPM[D A D S PIVF. T'•I PASS I+E SOIL ';A) • YLNTI NO PEP PLAN AND TIPS"AL TRT,M^N !L•T ION PEP n101(TCNCE ANALYTP'AL IN•' DPp.'))'1•'At•ONs.OI TAIL. 2, +'T `-' TM�l - PLMCVE EXIST NOS►ITAL S1tM • .42 RELOCATE EXIST HOSPITAL •Ir•N .4lr PCNOVE AND REPLACE EXIST A" Ov ER AS '1' RIDE STP:P STRUC? St:TIM. PEP NOT! :A 4 41STANDING OAS VENT PEP 9COSCILN"E ANALYTICAL. :a': SP!C.Ptr.ATMMS USE '.MIST ^ANDAPL FP';M STREET LI'JNTS PCIOVED AT CNTRT, PEN .E'•'L ,SMErT ZP -i5•0NNELT 4" P '+ C 'SDP S 'JA DP A iM TO DAT'l1 SAOIN 9P S j11 DRAIN PIPE PER DETAIL ", C 'POP DPAINAOE a► PASEVE- ; �. CAE YLNT TN LNCN) `4 .T' ,).., 46r- :METALL 4" P V r SUCDPAIN NTT. PCRPORATIONS PEP 9PCCIrtcATIOM! PRor:DED :M 010TLCHNI CAL RCP^.AT ST LEI ORTON AND ASSOCIATES •M0.•NN : L tM0J'I n 00 r• MtEP.4tl •4n!.STALL C P.V SUSONAIN M'JN-PERPOPATCD. PEP SPICI /SCAT I OAS PROVIDED !if 9LOTCft0ICAL REPORT ■T Y !., LEI 0NT0N AND ASSOCIATES 0 O'0 ...among AT 40 I' •rtwRL1 r NEB COM/LET[ EARTnrORR PIA Ala FIND a5 It0,i, NED 1' SO'LS .'4N EMOIMRR CAP EXIST'"0 1" MOSE EIE *N0 *14NDON SALON MADE ▪ S^LSECONOARr S" 1 4,C SUIDRAIM PE•5OAA'ED. SCHEDULE 40 RITM FILTER MATER,*L PEE SPtC't ;AT 0N1 1E LE,O.I41. AND ASSOCIATES PIOVIDE CLIANO(R : *T 100' :NTEIVAL: � : DE STNIACT r01 NG. OOAIM KR DE 4..- 7. SNE':'• 1 4441 .-,. '* Sear erisriNG 1 A,M•M* t F.Ft7M WN+N .4U0 fl:rkj a'1 ‘ rjo girth:` Wr4'd• A1G SN /Nr0 NE �': ,c7_ - . • WTCV ,•n•D /YACE NEW A4 DP.l'J7)[ _4 Saha SzQ.' o •(✓' ems, .'%'•- 4' A9}OV/PC 3'D('EP [ur/o t . ( 'y .4J GL • • T^� A •!I. • • "•.w,:n, A"�t :I-, • 9, / 44 • „ - :1 4,4 . ?t-' CONSTRUCTION NOTES 'v1.2! , ). COESTAOCTL24" P I 17000 0J STOP. (ULM., ARUDINC PER CITY ETD-106-L. ' 2 •.' - COPSTEOIT f R 1' P 12000. I) RTUPN ORAIN• ARDUI PC PER CI'IT STD- 104-L. '5••CONSTRUCT IS" P V r. 150R 15! ATO4N DRAIN, REDDING PER c!TT /TD 104-1.. '4• c(N STRuCT 17n P V C (AOA 11+ STORE DAMN, REDD ISO PEE CITE STD 104-L. +Sr- CONSTRUCT S" • v ' '!OA IS) STORM DRAIN, REDDING PRE CPT STD 106-L. '6• ' C0SRTEUCT A" P v ,I '.SDP IS, RT0NN DRAIN, REDDIM: Pltl CITT STD I04-L. %7 •rwnPU •.uvM •eV '•.r EDP. •.,•rr SOS., r•ra Ta•I•*V)VEI•••IMtw0•IA,, 4CLWINO 'P011'I ••L•C0' \)',TT S. •a.•..r )Nlv M•\•Ell, LYTC •• I*,' a, •P"*V1• 4ONDT10CT I.004L DErRESR inp PLP c tv ATO- l04-I. 9 • '0M3TROr7 9 P l4 ralAri:) 0144!I,TTNIl 4ISRP .ITN ORATE PRN DOME 4, - 9NT 4 -'OMAt!'JCT ' '• 1 .," APR* ORA:M PEN URTJIIL 1, RANT 4 'nNsT,O,'Tf••'n-.-IIPR R"0 MAMNOLR PCR 011* 1. S for? 4. 'OMATEICT 'n4'PR'P 'rPNAr')' ONAIM PRP DETA11, 9, SNT 4 1'ONRTPury •'')M' 4ET1 :%MINIJ"A:N PEN DLTAII, 1. SET. 4. "OMATN'IrT DIMINr,RA:N T', P!P/. TPAERIt10P PPP DETAIL 1, SET. 4 'nMATP'1'T cnor•Prtr V 4t^•'" ' 1' 0' NIDP) Pro D7TA11, 4, EAT. 4. PUIOVR r4)5T11C "OPr'PLTE V OT TC44 r:OIIATA•Ir^ rn,iroRtr P:PL 3.79I AMf4r,I 40 DATA 11, 10. MT 4. REMOVE PXIAT:"C 74'•' 1 P :FILET RISEM AND ORTI,CT PIPE. 9• cnNNRP' :4" N r P 9TCAM OPAIN To REISTT1M1 )0• N n P OTTO CONCOCTS roLLAP rP7 r:TT S'O-1,)•t. L'Y- 'ONNLC't 14414 P: VE TL r•Xi:1TINO 04TO1 !ASIR AT CORE DRILL. Mir MD P:POtt S7A'. IN PI.Ar1 21'.. PLArt 'Pr,1,E 50.4 •,I SANOPA,:A TLO I7 RACK .ION AT TOR 0► SLOPE. 2b :' RA16! 7•r STI Nr, SFA•EP MANM4I,E 'T) :PAD[ '214 PA ISP, ..7: cT: Nr :AR WELLHEAD IYE6,. NO 7-AJ TO IOADR. CONTRACTOR TO rtJo4o:.aT! .ITN r;? tJTR.Tt•L5 DEFT AND MOWS ENC•TAERAIAO PEE SORREL 0} AIOlt1"INM rDIRDULR @a. - .RNOYP %X' .T7Nr: M.NAINMO* SOS AM1 •I01CARTR V- D!T(TI,(P"af[C• r i AP'AIMN�1 MS C / '2 �..••nNATp,'T ryPr "A" • ••iJPN AN0 OVTTEP, L"*MOB MC2. 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SIJSORAIN, PIIPO0A TED, S.7▪ 41000 40 •,TM E. •CP MA'E• *1 PCP SFEOIF C*•'ONS Iv Lt'0NT0N ,. AND *550C, ATE P40VIDE CLE*NOIJtS *t 10S• INTERVAL! '}�^-'SC00NDAR• I" 14 ; SUIONA'N, NCN•PltFM*TID• ICMIDULE 40 PEP IPECI I 'S*•IONS Sv IE'4NETON AND *1SOCI*TES ," NOTICE TO CONTRACTOR --- uPa[RQIIauND STRUCTURES 1Tt�r.t 4. ! w r ' 'Ctav t]TPT TMA7 MH PL.11E MAs{ •,L/NDIR MT CURENDION• ` �. i / •VID Jr._ I ♦ "rtv.1 /O "J !• ?co hf • U ~ ` P•OV ILI .ter aMG.'; *: 'CO N•ERvgS HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GRADING .R AND PARKING LOT PLAN �/� LOWER CAMPUS Q 1..P`+ -� D. SHUT ? :' �.r.6....R... W4�. •M••e- LJM �.. , 4AINTNRIIr RrENR 41. �� y .__ _t NI .�.r. ri+t6. iron E .♦ + >� / A �.EiElM� I♦♦ NtDt Jest Au TSPLIr{s "l }}) F-Y END QF as a ma MO �wr7nw PtA tr 4ltr. n ARtuP 41w11� 4/ Rt�R PNI NR �ENr O� RII 4EL.. r r � -1.e_ �- r wliwE.ui Q .. Twl qAPO1b1, •-41LwlwRrtr r +w... w/E Ns, w 4rs1 R rtlT T r .l t Lalo ri�i . G ta>A r w _� __ R .It•L .PNr I�N� r . 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IN ^, Gl IY 4a• <• ;x4i t PROFILE "A" 8 SECTION A - A .t' tI • St a, t • 40....w1 •'• -' 31031 DATE OF TOPOGRAPHIC SURVEY• JANUARY 1 T`CJ1A t.0 Lyp 1 •NK•IlL t1 tartan l •.3 1I 41.14004t I. {II..._._ 1.._ •M1 NOTICE TO CONTRACTOR 1001 r•M'q• r«ult'd .pul •a, • •ry 041.4.40, • .1 OMR 4.• •COP•u (aw...ra.n. q •••041• ,l ng•01 Iarut'« Olt 11 41t�t1 n•e aIMC It ! <Iti« t•r •IY•yn. « o Ott MI t"11G• wry •y MAN w •N'I••.<'w Or r•. mean •4.104 gore* Ir It, n«IM 1! «•n.- ' .•1 • 1 SIY 11 Wt..mailM M mail •I Oft • e•yww r In «r It• •• 1•lYr•In MIIFmTayNI //Iy *MIS 'n4.' •TI :IS «✓t•14 «IRtII PINS an as at. tin•:to•rris wt.14n"OMY.t PI •M. « P..• t.opt.,••y « •. hrw•nit a alto «rtltext PROPtlesP Fli4ItHE0 a. or Piet •'? r. _ ________. 10 EX/T J PROPOSED LINE "g" • IOS3 �� VIL WFI.IK lb be. ,4' DT V10ATE D - C1Tl l�' 0, C1F AIGWRJItf O'EAGH DEE Gt TAN_ 4 i - -� y 11K, 60 6%1M yRIpyNO1,CK^/ LWC••� GIU.DE ppp f \ I A�� \_PPQiVGED N 1 14O.9GL F I•StRCr 1 9co -P D PROFILE "C"z+oo SCALE: Y• 40' 1,50. f'• 10' VERT. 20'.no KNEW ;tusk .M Prdlfetp •TWbEM.C- V�` S0 60--- r140,oL6o SEgC•1 40 Ira( 1ST Slwr. T 2 NUJ CCNEI(.--1- .. 49 40 20 DPVGMTER, C6RA0H 1 WALL UNDERGROUND STRUCTURES :. rr'wt irM w MI Iri•i'nn4'rtr41� Minis wt'4Ir •••• AID w'r• r Imo rr Irw� '••w •ryl yIRNM 1401 Si PROFILE "B" SECTION B-B acs • DETAIL IN ?mind 31 so • • HicHwAy NOTE: FOR HORIZONTAL CONTROL PLAN SEE SHEET NO 3 PREPANED UNIX! MY SUPERVISION • itz 1914 CO PACILIT • CARE CENTER ir LIM I' 1.11 LINE Ite 14449712gra;;;I: 4v.- CONSTRUCTION NOTES: coNSTRUCT 24" P (7000.D) ATOM DRAIN, corn on PER CITY NTT 106-1,. ''S) CONSTRUCT a" p.v.r. !AIM 15) ATORN DRAIN, REDO INn PEN C /TY ETD 11/A • I.. SPIT 4 y pm/stomp? INLET ATRIWT11.14. AND MAMMAS Pr) DETA C. SAT 4 roltsTplict rONcRITTE TERRACE DRAIN PER DATA II, 5, ANT. 4 70. To MART br AMP/ HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GRADING AND PARKING LOT PLAN LOWER CAMPUR • sit Al LEIGHTON AND ASSOCIATES. INC. PI All I