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HomeMy WebLinkAboutDWG 464-7A; CDP 08-13; GREEN DRAGON COLONIAL VILLAGE; 01-05,I ' CHAO/NC NOTES (IN AIJO/llON TO THE REQ/1/REAIENTS OF CHAPTEH 15. 16 OF THE CARLSBAD 1,1//NIC/PA/. COO£.) ,. THIS PlAN SIJPERSE!JES All OlHER PLANS Pf/£',fOIJSl r APPHOl,fJJ er THE CITY OF CARLSBAD REGARD/NC GRA/J/NG SHOIIN ON THIS SET OF PLANS. 2. APPROVAL OF THIS Pt.AN DOES NOT £ESSEN OR WAIi£ ANY PORllON OF THE CARLS8AIJ AI/JNICIPAl C<'.U; RES{X/JllON OF CONO/llONAl APPROVAi, CITY STANl}AROS OR OTHER AIJO/l/ONAl OOC/Jl,/ENTS USlEI) HEREON AS THEY AIA Y PERTAIN TO THIS PRO.ECl THE 0/GINEEH IN RESPONSIB!E CHAl/6'£ SHAll RE'.fSE lH£S£ Pl.ANS 111-/EN NON-CONFORMANCE IS 0/SCO'B?FJ). J: CITY APPROVAL OF PLANS DOES NOT REl/£1£ THE DEVflfFD? OR ENGINEEH-OF-llt:JIIK FRO/I RESPONS/8/l/TY FOR THE CORRECllON OF ERRORS ANO OAIISS/ONS O/SCOV£REO 0/JRING CONSTR/JCllON. All. Pl.AN REVIS/ONS SHAil. 8£ P/?OIIP71. Y Sl/81,//TlEI} TO THE CITY ENG/NEEi? FOR APPROVAL -#. A RIGHT-OF-WAY PERAIIT Fll()I,( THE CITY ENG/NEEi? HIil. 8£ REQ/1/REO FOR ANY HtWK IN THE P/JBUC RIGHT OF WA r. PRIOR TO PERl,f/T ISSIJANCE. A CERTlflCATE OF INSl/RANCE AS Jlfl1. AS AOO/llONAl INS/IRED ENOORS£MENT AI/JST 8£ fll£O NAAIING THE CITY OF CARlSBAIJ AS AN AIJO/llONAL /NS/JREJJ ON THE P£Rl,f/TTE'£'S POUCY IN THE II/NIii/ii/ A/IOI/NT OF /r.()()O, 000. 00 FOR EACH OCC/JRRENCE OF UABIUTI'. THE INSl/RANCE CQl,IPANY HRmNr; THE POLICY II/JS[ HA ff A RAllN(l rF "A-' OR BETlfR ANO A SIZE CATEGORY rF Cl,ASSVII QR B£T7E8 AS ESTABUSHEQ BY "851S' KfY RA llN(l CUIOE. 5. /JN/£SS £XO,(plEI) er SECllON 30f.(b)5 OF THE /JNIFOR/1 8/JI/.J){N/; COO£, RETAINING WA/1.S OUTSIDE OF P/JBUC RIGHT OF WAY REQ/JIRE SEPARATE P£Rl,(!TS FROII THE 8/JllOING DEPARTMENl 6. NO IWJRK SHAil. 8£ COl,(IIENCEJJ /JNTH. All. PERl,f/TS HA 1£ BEEN OBTA/NEJJ FRO/I THE CITY ANO OTHER APPRWRIA TE AGENCIES. 1. APPROVAL OF THES£ PLANS er THE CITY ENG/NEER {)~ NOT A/JTHORIZE ANY llt:JIII( OR GRA/J/NG TO 8£ PERFORJ.IEO /JNT11. THE PROPERTY OIINER'S PERl,f/SS/ON HAS BEEN OBTAINEJJ ANO A VAUO GRAO/NC PERl,f/T HAS BEEN /SS(JB}, 8. NO REVISIONS llf/1. 8£ MAI)£ TO Tl/ES£ PLANS llfTHO/JT TH£ IIRITIEN APPROVAL OF TH£ CITY ENGINEER, NOlEI) llfTHIN THE REVISION BLOCK, ON THE APPRWRIA TE SHEET OF THE Pt.ANS ANO THE 1171.£ Sl-lffT. 9. ORIGINAL ORAllfNGS SHAil. BEC0/1£ THE PRfPERTY OF TH£ CITY /JPON BBNC SfGNEl) er THE CITY 0/GINEER. ,a THE ORIGINAL Ol?AllfNC SHAil. 8£ REWxO TO REFlECT AS-8/Jll.T CONl)/llONS er THE ENGINEER-OF-IKJRI( PRIOR TO RNAI ACCEPTANCE OF THE WORK er THE CITI'. If. ACCESS FOR f!RE ANO OlHER EAIERGENCY ~/ClES SHA££ 8£ MAINTA/NEJJ TO TH£ PRO.ECT SITE AT All 11!.IES 0/JR/Nt; CONSTR/JCllON. 12. IIHERE TRENCHES ARE llfTHIN CITY EASEMENTS, A SO/l.S REPORT CO/,IPR/SED OF.· (A) S/JIIAIARY SHEET, {8) lABORATORY WORK SHEETS ANO {C) COIIPACllON C/JR>ES, SHA££ 8£ S/JEJl,l/[lE/) er A PRCFESSIONAL ENG/NW? OF THE STA TE OF CAUFORNIA, PR/NCIPAll r DOING 8/JSINESS IN THE FIE/.0 OF APPlJEJ) SO/l.S 1.1£CHANICS. THE SO/l.S REPORT HIil. 8£ Sl/81,f/TlEI) TO THE CITY ENGINEER/NG INSPECTOR llfTHIN 00 HtWK/NG OA I'S OF TH£ COAIP/.EllON OF FIE/.0 TESTS. IJ. A S0/1.S CO/IPACllON REPORT ANO COMPIJANCE 'vfRIFICA TION RECAR/)/#/; ADHERENCE TO RECOAIAIENOA llONS 0//71./NEJJ IN TH£ SO/l.S REPORT IS RE()/J/RE!) PRIOR TO TH£ ISSUANCE OF A 8/J/l./)/NC PERl,f/l All. CONTR!Xl.£IJ G!?AO/NfJ SHAll 8£ DON£ /JNIJER THE mRECllON OF A PRCffSSIONAL ENGINEER OF TH£ STA TE OF CAllFORN/A PR/NC/PA££ Y DOING 8/JS/NESS IN fH£ FIE/.0 OF APPUEJJ S0/1.S IIECHANICS. All fll/. OR Flll/JRE fll/. AR£1.S SHAil. 8£ W>ISTR/JClEI} IN ACC{)Rl)ANCE llfTH fH£ CITY OF CARi.SBAO STANDARD SPECIF/CA llONS ANO THE "£ARTHHtWK SPEC/f/CAllONS• ATTACHEJJ TO fH£ PRll/Af/NARY SO/l.S INIES71fJATION. OA/1.Y FIE/.0 COl,IPACllON REPORTS HIil. 8£ S/J81,f/TlEI) TO THE PROECT INSPECTOR. I( A PRECQNSTRIJCTION UEEllN(l SHAll 8£ HElP AT THE Sllf PRIOR TO THE BEGINNING IT WORK ANO SHAll Bf A [lfNOEO BY All REPRESENTA 771£'S RESPONSIBLE FOH CQNSTRIJCTTON, INSPECTTON, SIJPEH',1SION, lfSTlNG AND All OlHER ASPECIS rF THE /IWK: THE CONTRACTOR SHAll REQ//EST A P!IECONSTR/JCTION Af£E71N(] er CAll/NC THE INSPECTION l.lNE AT (160) ,(J{J-3891 AT I.EAST f!VE{5} llt:JIIKIN(] OAl'S PRIOR TO STARTING CONSTR/JCTION. TH£ CONTRACTOR ll1ll THEN 8£ W>ITAClEI) er fH£ PRO..ECT INSPECTOR TO CO()R/)/NATE A OATE ANO 111,(£ FOR THE PREW>ISTR/JCTION AIEEllNG. APPRO',£/J ORAIIINfJS M/JST 8£ AVA/l.ABfE PRIOR TO SCHEOtJ/JNC. THE ORAIJ/NC PER/1/T HIil. 8£ PROWJED er THE PRO..ECT INSPECTOR AT THE AIE£11NG. f5. All INSPfCTION 8£:0/JESTS OTHER THAN FOR PRECONSIRIJCTION UEETIN(l Jlfll Bf IIAOE BY CAIJJNC THE ENGINEERING 2#-HQIJR INSPfCTION REOIJ£ST IJNf Al /76Q} Af8-.J891. INSPfCTION RfOIJfS[ IJIJS[ Bf RfCEl',fO PR/OH TO 2: 00 e11. 0 THE OA Y BEFORE THE INSPfCllON IS NEEDED, INSPECTIONS llf/1. 8£ MAO£ THE NEXT IKJRK OA Y /JN/..£SS Yr){J REQ//EST OTHER/lfS£. REQIJESTS IIA0£ AFTER 2.·00 P.AI. llf/1. 8£ SCHEJJ/JLEO FOR 00 FlJll IWJRK DAYS £ATER. 16. fH£ 0/INER ANO/OR APPUCANT THRO/JGH TH£ 0£VflOPEJ? ANO/OR W>ITRACTOR SHAil. OESICN, W>ISTRIJCT ANO MAINTAIN All SA/TTY 0£rfC£s, /NCl/J/J/NG SHOii/NC, ANO SHAil. BE SOLB.Y RESPONSIBL£ FOR CONFORII/NC TO All. LOCAi, STA TE ANO FEDERAL SAFETY ANO HEAl TH STANOAROS, lA /I'S ANO RECJJlA l/ONS. f 1. THE CONTRACTOR SHAil. CONFOR/1 TO lA80R CO/J£ SECllON 6105 er S/JBII/TllNC A DETAIi. Pl.AN TO TH£ CITY ENGINEER ANO/OR CONCERNEJJ ACENCY SHOllfNC THE 0£S/CN OF SHORING, BRACING SlOPINC OR OTHER PRO',fS/ONS TO 8£ MAO£ OF /KiRK£R PROTECllON FROM THE HAZA.RIJ rT CA VINC CRO/JNO 0/JRINC THE EXCAVATION rT stJCH TR£NCH OR TRENCHES OR OfJR/NfJ THE PIPE INSTAil.A TION THEREIN. THIS Pl.AN AI/JST 8£ PREPARED FOR All TR£NCHES f/1£ FEET {5J OR /IOI?£ IN OEPTH ANO APPROl,fJJ er THE CITY ENC/NEEi? ANO/OR CONC£RNEJJ ACENCY PRIOR TO £XCA VA llON. IF THE Pl.AN VARIES FRQl,l THE SHOR/Nil SYSTEl,l STANDARDS ES[ABl,ISHEO BY THE CONSTR/JCTION SAFETY ll'i'Wi'.S: llll,f 8 CAUFORNIA AOIJINISTRA Tiff COO£, TH£ Pl.AN SHAil Bf PREPARfJJ BY A REGISTERED ENC/NEER Al TH£ CONTRACTORS £XPEN!L A COPY rF TH£ OSHA £XCA VA llON P£Rl,(!T M/JST 8£ Sl/81,(/[lEI) TO TH£ INSPECTOR PRIOR TO EXCA VA llON. 18. NO 81.ASllNG SHAll 8£ PERFORl.l£0 /JNT1£ A VAl/0 Bi.ASllNC P£Rl,(!T HAS BEEN OBTAINEJJ Fll()I,( fH£ CITY OF CARLSBAD. Sl/81,f/T APPUCA TION FOR 81.ASllNC PER/1/T HEU IN ADVANCE OF THE SCHEJJIJUNG OF 81.ASllN(J OPERATIONS. 19. IF ANY ARCHAECXOGICAl. RESO/JRCES ARE OISCO'tERf{) 'MTHIN ANY WORK AREA OfJRIN/J CONSTR/JCTION, WERA l!ONS llfi,l CcA!if 1/.l!IEIJIA lEl t: ANO THE PERl,f/Tlff HIil. NOl/FY TH£ CITY 0/GINEER. fFD?A llONS ll1ll NOT RESTART /JNTH. THE PER/1/TTEE HAS RECE/W llfi/TTEN A/JTHORITY FROM TH£ CITY 0/CINEER TO 00 sa 20. All. OPEIIA llONS CONO/JClEI} ON THE SITE OR ADJACENT THERETO, /NCI./J/J/NG WARII/NfJ /JP, REPAIR, ARRIVAi, DEPARTIJRE OR OPEIIA llON OF TR/JC/(5, EARll/llO'.fN/J EQIJIPM£NT, W>ISTR/JCTION EQ//JPl,l£NT ANO ANY OlHER ASSOC/A lEI) ClrAOING £()/J/PM£NT SHAll 8£ Ul,f/lEI) TO fH£ PER/00 BETllffN 1:00 A.Al. ANO S/JNSETEACH DAY, IIONOAY THR/1 FR!OAY ANO NO EAR THl,(0',fNG OR G!?AO/NfJ OPEJ?A llONS SHAll 8£ CONl){JClEI) ON HEEKENOS OR HOI.IOAYS. {A £/ST OF CITY Ha.tOAYS IS AVA/l.ABL£ AT TH£ £NG/NEERING 0£PART/IENT CO/JNTER.} 21. All (ff-Sllf HAUl RO/HES SHAll 8f S/JBlll[lfO BY THE CQNIRACTQR TO THE C/lY £NC/NEER FOR APPR01i4l ® Rill JKJRK/NC DA >S PRIOR TO BECINNINC IT /ltll',\'. 22. 1/IPORT IIATERIAL SHAll BE OBTA/NEJJ FROM, ANO WASTE MATER/Al SHAll 8£ DEPOSllEI) AT, A SITE APPROW 8 Y THE CITY ENGINEER. TH£ CONTRACTOR SHAll Bf RESPONSIRlf EON ANY /JElJR/S OR OAMAG{ OCCIJRRIN(l A£0N(l TH£ HA/4 ROUTES OH ADJACENT S7REETS AS A RfS/4 l rF TH£ GRAfJ/N/J OffRA 110N. 2J: BR/JSH SHAll 8£ R£1,101,fJJ ONl Y llfl1/IN THE AREA TO BE GRAIJE{}. NO TREES AR£ TO 8£ RE/,101,£0 /JNIESS SPECIRCAll Y NOTED ON THE Pt.AN. 2-#. All AREAS SH All 8£ CRA{)EJ) TO IJRAIN. CR AO/NG RES/JI. TJNC IN TH£ PO#/)/NC OF WA lEl? IS NOT PERl,f/TTEO. All EARll/EN SWALES ANO /)/rr:1/ES SHAll HA>£ A MIN/1,1///1 ON£ P£RC£NT Sl~ 25. l1/£SE PLANS ARE Sl/8..ECT TO A SlfJN£0 ANO APPROW SET OF EROSION CONTRrx Pt.ANS. EROSION CONTRa. SHAil. 8£ AS SHOIIN ANO AS APPHOl,f]} er TH£ CITY ENGINEER OR AS 0/REClEI) 8 Y THE PRO.ECT INSPECTOR. NOT£!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR "1:RllCAL S1JR"1:Y CONTROL. 26. All SLOPES SHAll 8£ TRIIIAIEJJ TO A f!NISH GRADE TO PROIJIJC£ A /JNIFOR/1 Sl/RFACE ANO CROSS SECllON. TH£ SITE SHAil. 8£ IDT IN A NEAT ANO OROER/..Y CON0/7/0N. All STONES, ROOTS OR OlHER lJ£8RIS SHAil. 8£ R£1,101,f]} ANO /)/SPOSED OF AT A SITE APPROl,fJJ OF er THE CITY ENC/NEER. 21. All. SLOPES SHAll 8£ /RR/CA TEI), STABIUZEJJ, Pf.ANlEI) ANO/OR H't1JRIJSEE{)El) llfll/lN TEN {10} DA I'S OF TH£ 111.1£ WHEN ftJf1J. SlOPE IS BROIJ/JHT TO CRA{)£ AS SHOIIN ON TH£ APPROVED CRAO/N(J PlANS. 28. LANDSCAPING SHAil. 8£ ACCOAIPUSHEJJ ON All. SLCPES ANO PADS AS R£/}/J/RE0 er THE CITY OF CARi.SBAO LANDSCAPE MAN/JAi., THE lANOSCAP/NfJ Pt.ANS FOR THIS PHO..ECT, IJRAHfNC NO. 464-11., ANO/OR AS IJIREClEI) er THE CITY ENCINEFH OR Pl.ANNIN(] DIRECTOR. 29. THE OIINER/APPUCANT SHAil. INS/IRE l1/A T All CONTRACTORS SHAil. COORDINATE THE HIA\'K OF THES£ GRAO{N(] Pl.ANS 111TH l1/A T SHOIIN ON BOTH 7H£ LANDSCAPE ANO /RR/CA llON Pt.ANS ANO THE /IIPROl£/IENT Pt.ANS AS REQ/1/REO FOR ll//S HIA\'K IN ACCORDANCE Hflll THE lANOSCAPE MAN/JAL l1Af£ REOIJIREAIENTS. 30. WHERE AN £)(1Sl1NC PIPE l.lNE IS TO 8£ ABANOONEJJ AS A R£SIJI. T OF THE CRA/)/NC IPERATION, IT SHAll 8£ R£1,(()l,fJJ llfTHIN TIIENTY FEET OF 8/J/l.O/NG OR STREET AREAS ANO REPU.CEO llflll PROPERLY COAIPAClEI) SO/l.S. IN OlHER AREAS THE PIPE W/1. 8£ PllJC(]EJJ 111TH CONCRETE OR RE/JO.£{) AS APPROl,fJJ er THE CITY 0/CINEER. 31. THE W>ITRACTOR SHAll 'vU?IFY THE LOCATION OF All. £)(/SllNC FACIIJllES {ABO VECRO//NO ANO /JNOER t;ROUNO) llfTHIN THE PHO..ECT SITE S/JFF1Cl£Nll r AHEAD OF CRAmNC TO PERl,f/T THE RE',fS/ON rT THE G!?AIJINC Pl.ANS IF IT IS FO/JNO l1/A T THE ACTIJAL LOCA TJONS ARE IN W>/RJCT 111TH THE PRWOSED HtWK. 32. TH£ CONTRACTOR SHA££ NOl/FY AFFEClEI) /JTH.ITY CO/IPANIES (SEE BEi.OW} AT I.EAST 2 Fl/11. HtWK/NC DA I'S PRIOR TO STARTIN(] CRA/J/NG NEAR ll/£/R FACIIJllES ANO SHAll COORl)INA TE THE HIA\'K llflll A COIIPANY REPRESENTAlll/£. UNDERGROUND SERVIC£ AL£RT SDGrl/£ AT&T TIM£ WARNER GABL£ COX COMMUN/CATIONS CITY OF CARLSBAD(STRE£TS & STORM DRAIN) CITY OF CARLSBAD[SEVIER,WATER & R£CLAIM£D WATER) 3J. PERl,f/T COIIPIJANCE REQIJIREl,f£NTS: 800!422-41JJ 800 660-7 J4J 800 892-012J 760 4J8-7741 760 806-9809 760)434-2980 760)438-2722 A. [OH CQNIR(X/£0 CRAOING -TH£ APPUCANT HIRES A Cl'vrl. 0/GINEER, SO/l.S 0/GINEER, ANO/OR G'EfXOCIST TO C/1£ TECHNICAL ADV/Ct; 08SERI£ ANO CONTRa. THE HIA\'K IN PROGRESS 15.16.120 A.8 CARi.SBAO Af/JNICIPAl COO£. B. PRIOH TO RNAl APPROVAL rF A GRAQ/N(l PERMIT -fH£ FOl.lOHfNC R£POR TS l,({JST 8£ Sl/81,f/TTEf} TO THE CITY ENC/NEEi? l4'A fH£ PRO..ECT INSPECTOR 15.16.120 A.1O CARLSBAD MIJNICIPAL COO£: (1) flNAl REPORT er SIJP[R',fSING CRA/)/NG 0/CINEEH STATING All. GRAO/NG IS CO/IPIETE. All. EROSION CONTROL. SLOPE PlANllNC ANO IRR/CAllON AR£ INSTAIJ.£0 IN CONFORIIANCE llflll CITY COi)£ ANO THE APPROW PLANS {OBTAIN SA/IP/.£ OF COAfPIJANCE LETTER FROAI CITY ENGINEER/NG DEPARTMENT). (2) AS-8/J/l. T CRAO/NG Pt.AN. (3) REPORT FROM THE SO/l.S 0/fJ/NEER, 1111/CH /Nct/JOES RECOMIJENOEO SOil. 8£AR/NfJ CAPACITIES, A STA TEAl£NT AS TO THE EXPANSIVE /}/JAUTY OF THE SOil, AN!} Sl/1.t/lARIES OF FIE/.0 ANO LABORATORY TESTS. THE REPORT SHAil. ALSO /NCI.I//)£ A STA TEAl£NT er THE SO/l.S £N(il/VEER ll/AT THE GRAO/NG WAS DON£ IN ACCORDANCE llflll THE R£Q/JIREMENTS ANO RECOl,fl,(£Nl)Al10NS 0/)71./NEJJ IN THE PRELI/I/NARY SO/l.S REPORT ANO ANY S/JPP/El£NTS THERETO. (~) REPORT 111TH AS-8t//l.T G'E{XOC/C Pf.AN, IF REQ/J/RElJ er THE CITI'. 3-#. /JN/..£SS A GRADING PERMIT FOR THIS PROECT IS !SSIJ£0 llfTHIN ON£ (1) 'fEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE Pl.ANS /IA Y 8£ REQ{J{REJJ TO BE RESl/81,f/TlEI) FOR Pt.ANCHECI<. Pt.ANCHECI< FEES HIil. 8£ REQ/1/REO FOR ANY Sl/CH RECHECK. J5. THE SO/l.S REPORT lln.EJJ "PREUMINARY G'EOTECHN/CAL INVESTICAllON, PROPOSED GREIN ORACON «lON/Al 'vf/1.AG'E {FOR/1£Rl Y HAIJL£YS). PASEO OEl. NORTE, CARLSBAD, SAN /J/EflO CO/JNTY, CAUFORNIA, • PREPARED er G'EOSO/l.S, INC., w.a 5892-A-SC. OAlEI) J/JNE 3ll 2009 SHAil. 8£ CONS/IJ£REJJ AS A PART OF ll/lS GRAO/NfJ Pl.AN. All Gl?AO/NC SHAll 8£ DON£ IN ACCOROANCE llflll THE RECOM!.IENOAllONS ANO SPECIFICATIONS CONTA/NEIJ IN SAID SO/l.S R£PORl S~tr "'"", Gt.r ,A-.1 ~Irv, Mo.S'frL-A, (/A~ ,!NT. ,E.~ 1 ... , DECI.ARATION OF RESPONSIBLE Cf/ARCE I HEREBY 0£CIAR£ THAT I All TH£ £N(]fNEEf? OF WORK FOR THIS PROJECT, THAT I H4VE EXERCISED RESPONSIBL£ CH4RC£ OVER TH£ 0£5/CN ON TH£ PROJECT AS lJEFINEO IN S£CTION 6103 OF 7H£ 8/JS/NESS ANO PROFESSIONS COO£, ANO THAT TH£ 0£Sf(]N IS CONSISTENT WffH C/JRRENT STAN/JAROS. I /JN/JERSTANO THAT THE CHECI< OF PROJECT DRAWINGS ANO SPECIFICATTONS sr TH£ CITY OF CARLSBAO OOES NOT RElJ£VE ME, AS EN6/NEEH OF llt7Ril; OF /JY RESPONS/8/UllES FOH PROJECT IJESl(]N. oZMr CONS/JLTAHTS. INC. 2110 LOKER AVEN/J£ WEST, S/JITE 100 CARLSB,t4 CAURJRNIA 92010 (160) 931-1100 h~ 1&--ctro/ OATE,_~f',; 4910 GEORGE o'tl4r R.C.£ NO. 320U EXP. 12/31/!2 SOILS ENGINEER'S CERTIRC4TJ. ' tJl\~lf) ,.,_ ,S~f,U 1 / ~l'Nc..J.;.f A REC/STEREO Cl'vrl. £NG/Nml rF TH£ STA TE rT CAllFORNIA, PR/NC/PAil. Y DOING ,llJSINESS IN THE FIE/.0 rT APPlJEJ) SO/l.S 1.1£CHANICS, HEREBY CERl/Fl THAT A SAIIPUNfJ ANO Sl/JOY OF THE SOil W>//)/1/0NS PREVALENT /lfTHIN ll//S SITEWASIIAOEBYG6-J,#tUJ;.~;;s:N."'~-'..'8£TIIEEN fH£ OATES · .n,,,, I' 79 ~ c,9 ANO t>t:rr;,u,,. & 1. r m f 00 COPIES OF THE SO/l.S REPORT COIIP/l.£O FROM THIS Sl/JOY, 111TH IIY RECOMM£NOA TIONS, HAS BEEN S/J81,f/TlEI) TO TH£ OfRCE OF fH£ CITY £NG/NEER. Gsr e.,.<>. S"8'flr4-R. AMI'-" .r••, ,~ .,".,, tiOFES't" ,;.s'.l w. 8,t:,.:,, & Q'ffl y-'-- tl! No. ACE 47857 Exp&,-~/:// CfV\\. PACIFIC OCEAN CITY OF VISTA ! I .() ;;; : .,.a" SHEET INDEX: SHEET f SHEET 2 SHEET J SHEET 4 SHEET 5 l17lE SHEET NOTES, 0£TA/l.S ,t SECllONS GRADING PR/VA TE SE/ff:R ,t WA lER PROf!IES C/JRB DATA ANO PAVEIIENT DETA/1.S SITE 1B11 Ali) 2 CITY OF lg)~ ,....,.¢~SAN MARCOS cosr, CITY OF ENCINITAS VICINITY MAP NO SCALE OWNER'S CERTIRCATE I {/IE) HEREBY CEHl/FY ll/AT A REfJ/STEREO SO/l.S £NG/Nml OR C£0/.0CIST HAS BEEN OR HIil. 8£ RETAINEJJ J() Sl/PER"'5£ OVER-All. GRAD/NC ACll',fTY ANO AIJ'v1SE ON THE COl,IPACTION ANO STA8/l.lTY rF THE SITE. _ ~,t. ~ '1-L»=1,=,o'---_ ~71.ETT OA TE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOW ON lH£S£ Pt.ANS WAS G'ENERA lEI) er AERIAL SIJRl£Y 1.1£1HO[)S Fll()I,( INFORAIATION CATH£REJJ ON SEPTEMBER s; 2003 er TOllfl.l., INC. ANO TOPOGRAPHY ON PASEO OEl NORTE 'vU?IF/EJJ er FIE/.0 Sl/RWY CONl){JClEO IN .A/NE 2009 ero'IJAY CONS/JI.TANTS, INC. TOPOGRAPHY SHOIIN HEREON CONFORl.fS TO NA llONAl I/AP ACC/JRACY STANDARDS PROJECT LOCATION THIS PRO..ECT IS lOCA TEO llfTHIN ASSESSORS PARCEl. N/JAIBERS 211-0M-2I, 211-050-01 ANO 211-050-18. THE CAllFORNIA COOROINA TE /N!JlJ( rT THIS PRO..ECT IS N/988 E6231 (CCS 83) OWNER/DEVELOPER BR/JC£ R. 8AR71.ETT P.O. BOX 9111 RANCHO SANTA FE, CA 92067 CIVIL ENC/NEER/I.ANO SURVE'rOR: C£0RC£ O'IJA Y O!]AY CONSlll. TANTS, INC. 2710 lOKER A VENtJE, Sl/lTE roo CARLSBA/l CA. 92010 {760} 931-1100 LEGAL DESCRIPTION.· PARCEi, A; PARCEl. 1 OF PARCEL MAP NO. 6022, IN THE CITY rT CARLSBAD, CO/JNTY OF SAN 0/ECO, STA TE OF CALIFORNIA, FllElJ IN THE OfFICE iJf 1Hl COUNTY nt~/Jl# iJf WJ /Jllt:O COUNTY, JJNt 4 1977 AS fltE NO. 11-22422J rF OFF/C/Al RECORDS. APN: 211-040-21 PARCEi, 8: ll/AT PORllON OF LOT "H' OF RANCHO A0/JA HEO/ONOA, IN fH£ CITY OF CARI..SBA/l COUNTY OF SAN DECO, STA TE rF CAllFORN!A, ACC{)Rl)INfJ TO MAP THEREOF NO. ~2..t FllElJ IN THE OfFICE OF THE CO/JNTY RECORO£R OF SAN 0/EflO COUNTY, N01£118£R 16, 1896. APN.· 2/f-050-04 PARCR G: :THE SOIJTHERlY 120.00 FEET {1.1£ASl/REO ALONG TH£ £ASTERI.Y UNE · THEREOF) OF THAT PORllON OF lOT "H' OF RANCHO ACIIA HEJJ/ONOA, IN THE CO/JNTY OF SAN 0/ECO, STA TE OF CALIFORNIA, ACCORO/NC TO MAP lHEREOF NO. 82.,t fll£O IN lH£ OfF/C£ OF THE COUNTY RECORDER OF SAN 0/EflO CO/JNTY, N0',€/18£R 16, 1896. APN: 211-050-16 REFERENCE DRAWINGS: MAP Na 6022 ,t 823 CITY OF CARLSBAD /!.IPROVEIIENT Pt.AN 01/G 155-lll 152-1, 323-9 ,t 464-1 EARTHWORK Q{JANT/llES CfJT 1,100 er RAW + 1,890 er {UNOE/ICIJT FOR" 12• Pl1,f() -315 er (REMOVAL OF EXIST 2" PVilT} -I-0 er {R[I.IE/}/AI. CUT, APPROX SM/£ AS UNOEIIC/JT f/J/1 Pl1,f() = 3,215 er m 850 er RAW -925 er (UNO[flC/ff FOR " 12' PVIIT} + 155 er (RO.,OVAL OF EXIST 2· PVilT} + 1,580 er (RDIEO!Al. RDJOVE ~ RECOMPACI) + f 30 er (8:t SHRINKAGE OF I 580 CY,) + ,15 er (5/l SHRINKAGE OF 860 CY,) = r,835 er EXPORT OF ASPH'lT = '110 er EXPORT OF {)/RT = 910 er TOTAL EXPORT = 1,440 er LOT AR£4 SUMMARY PARCEL A. PARCEL 8. PARCEL C. TOTAL CROSS AREA: J. 08 ACRES . a 40 ACRES . f.11 ACRES . 0.91 ACRES A~ cf><-101VK J-7, Yf.! SlfJNElJ: __ ~~IA,,.~ REQUIRED TREATMENT CONTROL BMP TABLE P.£ NO..-</zet;"J lYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREDUENCY uo 8/0R£7ENTION/IJ!OSWALE PROPERTY 'fES 3 2/'fEAR OIINER WORK TO BE DONE THE Cl/AO/NC HIA\'K SHAll W>ISIST OF lH£ W>ISTRI.ICTION rT All. C/JTS ANO flll.S, R£1,1£0/Al GRAD/Nil, ORA/NA(}£ FACHJllES, EROSION CONTRrx FAC/l.lllES, ANO PlANllNG OF PERMANENT lANOSCAP/N(J ANO PREPARAllON OF AS-8///l.T CI/A/)/Nt; Pt.ANS, AS-8/J/l.T G'E{XOfJIC MAPS ANO REPORTS, All AS SHOIIN OR REOIJIREO ON THIS SET OF Pt.ANS ANO THE CITY STANl}AROS, SPEClflCA llONS, REQ/J/R£11£NTS, R£SfX/Jl10NS AN!} ORDINANCES CllEI) ON THESE PlANS. THE CRAmNt; Htl'IK SHAll 8£ PERFORAIEJJ IN ACCORDANCE MTH THE F0/.10/lfNG OOC/JMENTS, C/JRRENT AT THE 111,(£ OF CONSTR/JCllON, AS IJIREClEI) er TH£ CITY ENGINEER. I. CARLSBAD 11/JNICIPAl COO£. 2. C/lY OF CARi.SBAO STANDARDS. .I THIS SET OF Pf.ANS. ( Pf..ANN/NC COl/1,f/SS/ON RESOi./JllON NO's. 6549 ll/RIJ 6551 ,t CITY CO/JNC/1. R£SOi./JllON Na 2009-105. S: Tl/£ STANOARO SPECIF/CATIONS FOR P/J8l/C WORK CONSTR/JCllON {CREIN BOOK) 6. S0/1.S REPORT ANO RECOMl,(£N!)A TIONS er G'EOSO/l.S, INC., OA TEO .A/NE 34 2009 ANO OCT08£H 2.J; 2009.. 1. THE SAN IJIE(JO A,l/f;4 RECIONAl STANDARD /JRA/lfNGS ANO AS 11A r BE MOOlflEJ) er Tl£ CITY OF CARt.SBAO STANl}AROS. 8. STOR/1 WAlER POLl/JTION Pf/£1£Nl10N Pt.AN (SHPPP) FOR CREEN DRAGON «lON/Al ',f/1.A(J£ er O!]AY W>IS/JLTANTS OA lEI) A/JG. 2s; 2009 ANO /JPOA lEI) OCl 29, 2009. llfJ!O: 9 J1C356496, SHPPP / 090090. 9. STOR/1 WATER MANACEAIENT Pt.AN (Slll,IP) FOR CR£EN ORACON ca.ON/Al 'vf/1.ACE er o!]AY CONS/JI.TANTS OAlEI) A/JG. 2ll 2009 ANO /JPOA lEI) NOV. ra 2009 ,t OECEl.tBER rs; 2009, Slll,IP / 0921. ra lH£ CALIFORNIA STOIIM WA !EH Qi/Al/TY A5.SlX.'A TION (CAS/}/JA). STOii/i WA 7ER BEST MANAGIJ,IENT PRACTICE, CONSTRIJCllON HANOBIJOI( ANO STATE OF CAllFORN/A, DEPT. OF TRANSPORTAllON, CONSlR/JCllON SITE BEST IIANA/J£/IENT PRACf/CES {BNP) IIANI/Al l rl"rA1n. STD. OHG -=£::.ll.7=Jl:a..llV,.,JLI._,,. {SDRSD UN/ESS NOi[!)) PROPERTY 80/JNDARY .•...•...... /EASE IJN£ ..•................ EASDl£NT UNE. . . . . . . . . . . . . . . .. flRE H'tVRANTS. . .............. . WATER /IA/NS. . . . . . . . . . . . . . . . . . 2f• WATER SER',fCE .•..• CllllfJ W-4 .... OOIJ'!JflEC':lfJ{)fji'5at_ y (jc/JArilfJ W-22. . . . SE/ff:R MAIN ,t A.H. .•..•.. CITY S-1 .... SE/IER MAIN C/EANOIJT. • . .CITY S-6. • .. -------- tot --w-- -----=® ----1!"'.1 ----s--~:.)- -s--~,_ SE/IER lATEHAl. . . . . . . . . . . . . . . . . ------1@ l/NOERCRO/JNO CAB/£ !El.EVIS/ON UNE. . . . . -----rv----- UNO£H(;R()(JND GAS UN£ . . . . . . . . . . . . --------CA<,- PO/ff:R OR TEI£ Pa.ES. . . . . . . • • . . . . --o--- 6' C/JRB AN!} CIITTER. • . . .C-2 T'tPE ~-. . . . •. 6• C/JRB. . • . . . . . . . . .C-1. . . . . . . . --• .. . .. . CIJRB 0/Jll.ET, . . . . . . . . . . . . . . . . . . ~ I PRIVATE STOIIN Ol?AIN Cl£ANO/JT ......•.....•.................... (l2"Xl2" N'r/.OPI.AST-AOS l!RAIN BAS/II W/ SOUO COl4JI OR APPROVE!) EQUAl) PR/VA TE STORM DRAIN /Nl£T. . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . Hill/ "NO 0/JMPING" lllf ANO IN/£T BASKETS' (stzt ~ TIPl: /NO/CA T/11 ON Pl.AN} PR/VA TE 5• STOR/1 QRAIN /NI.ET. . . . . . . . . . . . • . . . . . • . . • . . . . . . . . . . . . Hill/ 5• SQUARE BRASS Cf/A TE ~ IN/£T BASKET' PR/VA TE -1• SIOR/1 DRAIN /NI.ET. . . . . . . . . . . . • . . . . . . . . . . • . . . . . . • . . . Hill/ GfffN PI.ASllC A llilUJI Cf/A TE (Hllll /Nlfl BASKET lfHERE !NO/CAI[!) ON Pl.ANS') STRAIGHT HEADWAil.. . . . . . 0-32 rrP£ 8. . . . . . . . . . . . . . . . . . . . . . . . . . RIPRAP ENER(;Y /JISSIPA !ER. . .0-411 . . . . . . . . . . . . . . . . . . . . . . . . • . . . 4• PH:' P£RFORA lEI) STOR/1 DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . • ..•.• 6' PH:' PERFORA lEI) STOR/1 Ol?A/N. . . . . . . . . . . . . . . . . . . . . . . . . . ....• 6' PH:' STORAI IJRAIN . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . • . . . . 12• PH:' ST/JRU ORA/N . . . . . . . . • . . . . . . . . . . . . . . . . . . . . .•.•.... 18' PH:' STOR/1 ORAIN . . . . . . . . • . . . . . . . . . . . . . . . . . . .....•.... SIDEWALK. . .. .. .. • .. .. .. . .. .. . __ ...... STR£IT l/GHT, . . • . . • . . . . . . . . . . . . . ....... "\< . . . . . . SI.OP£ GRAO/NC/CONTOIJRS. • . . . . . . . . . . . -··-/JO·~-..... . mRECTION OF Ol?A/NAG'E. . . . . . . . . . . . . . . , . . . . . . • . . . . . . • . • . . .. . GRASS-UNEO SWALE (8/0SWAlt}. . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . W>ICRETE BROW 0/TCH . . . .0-15 rrP£ '8.' . . . . . ~ ~ ....... . OA'/1.JCHT l/NE ...................•............••....... AC PA VE/1£NT. . . . . . . . . . . • . . . • . . . . . . . . . . . . • . . • . • . . . . • • • • • ENHANCED PA fEMENT (S£E LANDSCAPE Pl.ANS) • • • • • • • • • • • • • • • • • • • • • • • • • • • 42' HIGH BR/Cl( 1£NEER£1) SCRfINING WAll (SEE I.ANOSCAPE PlANS}. • • . • • . . . . • • . . . . • . HANmCAP RA!.IPS. . . • . . . CS-3,'l t;-21. . . . . . . . . . . . . . . . . . . . . • • . • . . . PCC PA W:M£NT . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . • . . . . . . .... COIIPACT PARKIN/; SPACE • . . . . • . . . . . . . . . . . . . . . . • . . . . . . • . . . . . . 5' llflJ£ CONCRETE mTCH ..••.••••.••.••..•.•••••••••......•.. fl /JIIE Fil. !ER INSEH T'~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3' CROSS Cl/llER ...... 1100. C-12 .......................•.... • PRO',f0£ Sl/NTREE TECHNOi.XIES STOR/1 WAlER /NI.ET BASKETS AT PROPOSED /NI.ETS AS SHOIIN HEREON. CONTACT 8/0CI.EAN ENVIRONMENTAL AT (160) -#.J.J-1640. All /NUT fTI.TERS AR£ PR/VA TEL Y IIAINTAINEJJ. •• PRO',fDE flV/,1£ Fil. !ER INSERT AT PROPOSED 5' MOE CONC. 0/TCH AS SHOIIN HEREON. CONTACT /J/OCl.£AN 0/VIRONl,/ENTAl AT {160) ,fJ3-1640. All. /Nl£T fTI.TERS ARE PRIVATEI.Y IIAINTA/NEJJ. PROPOSED -------- -w---® ----s----o- ----s---o • - ----<>--® =~ w ~----~---~ ---~#=---~ ==-==~=~=== -----#=---~ = =··= =c-~ = =-= 3" •--r--;f.- 1 ye···::<>:• 1 ft+if\i'J'i);ijj 3 = /[]\ I·· . .· .I © ~ ' : !'" < = QUANllTY 1 £A 2EA U90lF 2591 lF 6 £A 2EA 1 EA 1 £A 2EA 2EA 351 lF .J.J.1 lF 219 lF 221 lF 56 I.F ,f,866 SF 6111.F 115 I.F 7.2,?rO SF ¢ SF 2EA 1,398 SF -155 SF 1 EA 9-15 SF PMN~ EPARTMENT APPROVAL ~~~-~~~----DATE: '1;'27/ /~ (SIGNED) L)ol"I Neu I PLANNING DIRECTOR ,. AS BUil T" ~¥---a&~ ,(Jr~l, ~0/~ RCE' 3p,/£5!..._ EXP.~~ DATE ~/;;/ "l DATE: ¥/21,/f'Z RECOMMENDED BY: J'is0tJ /;,off f U, ;!J>IZ.. (PRINT NAME) ~~~#-~--- INSPECTOR TR£AlMENT Fil. !ER INSERTS PROPERTY 'fES 3 3/'fEAR W>/TRa. 01/NER I SH1EET I CITY OF CARI.SBAD I SHEETS I i----;---+---------------;----;--;----;---t ENGINEERING DEPARlMENT 5 c~~,s DESIGNED BY: J.B., J.T. DRAWN BY: J.S., C.F. PROJECT MGR: G.O. 2710 Loker A..-enue West Civil Engineering ENGINEER OF WORK: Suite 1 OD Planning Carlsbad, California 92010 Processing ~--/J' 760-931-7700 Surveying Fax: 760-931-8680 'JO'DAY I . DATE: AUG. 2009 SCALE: Mi SHOWN JOB NO.: 08-1240 DATI::~ RCE: 3· 14- BENCHMARK: DESCRIPTION.· THE BENCHMARK FOR THIS SIJR',£Y IS THE CITY OF CARt.SBAO S/JRW:Y CONTRrx STATION •ur. LOCATION: AN IRON ROD llflll CAP STAMPED ·ctse-1Jr IN CENlEJ? OF l/JRN AROIJNO CIRCLE FOR SOl/ll/80/JND CARLSBAD Bt.'.fJ. as All SOl)ll/ OF CANNON ROAD ElEVATION.· 60.10 OA l/JM: NG'.fJ 2!J t----j---j-----------------t---+---+---t---; 1----1----+-----------------+---+----+-----l-----· Gll40/NG PUNS FOR: GREEN DRAGON COLON/Al VILLAGE T!T/..£ SHEU ~ PR.' · BY· GJ:Et-j VAt-1,fts~ ' j/4-/-W4. _sji/Jz_ t---t---t--,.c----------------t---+---+---t----1 SENI R CIVIL ENGINEER PE41204 EXP.03/31/13 DATE /1\ DATE INITlAL DATE IN\llAL g~~D B~~: \,_f'.?: PROJECT NO. DRAWING NO. DA TE IN\llAL ~E-NG1_N_EER_or_wo_RK~ ___ R_E_VI_S_IO_N_D_E_S_C_R'._PTI_O_N ___ _J_::_01HER=_:,A::PP::RO:::V:AL'.:...L_:c::1TY:.:..:.:AP::P:_:R_:::OV:A::_L.1.:R::V;:W::D::::B:::Y::::::::::'::=.::::::::C.::,0,:::::::,P,::•:::::::°'::::'9:::-::::f:::J::::::,:::::4:::6::4=-="=~=.J G:\081240\0840G01.dwg M□r-29, 2010 3:01pm Xrefs: 0640G 052512 EROSION CONTROL NO'TES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUCE BARll.ETT AT (858)759-9860 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAl.l BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAl.l BE STOCKPILED ON SITE AT CONVcNIENT LOCATIONS TO FACIUTATE RAPID CONSTRUC110N OF TEMPORARY DEVICES 'MIEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MO\£D OR MOD/RED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 11-IE CONTRACTOR SHAl.l RESTORE Al.l EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA11SFACTION OF 11-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHAl.l INSTALL ADDITIONAL EROSION CONJROL MEASURES AS MAY BE REQUIRED BY 11-IE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 110NS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU110NS TO PREVENT PUBLIC /RESPASS ONTO AREAS 'MIER£ IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. Al.l EROSION CONIROL MEASURES PROVIDED PER 11-IE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND 11-IE PROJECT PERIMETER MUST DRAIN AWAY FROM 11-IE FACE OF SLOPE AT 11-IE CONCLUSION OF EACH WORKING DAY. 9. Al.l REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 11-IE END OF EACH WORKING DAY 'MIEN 11-IE RI,£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND 011-IER DEBRIS SHAl.l BE REMO\£D AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NA 110N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABIUZED BY PUNCH STRAW INSTA[LED IN ACCORDANCE WITH SEC110N 35.023 OF 111E EROSION AND SEDIMENT CONJROL HANDBOOK OF 111E DEPARTMENT OF CONSERVA 110N, STA TE OF CALJFORNIA. 'TEMPORARY EROSION CONTROL PLANllNC ANO /RR/CA 170N Al.l PERMANENT AND TEMPORARY EROSION CONIROL PLAN11NG AND /RR/GA 110N SHAl.l BE INSTALLED AND MAINTAINED AS REQUIRED IN SEC110N 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPUED TO: 1. ALL SLOPES 111AT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER 'MIEN THEY ARE: o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR SIREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 'MIEN ANY OF THE FOi.LOWiNG CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT10N OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDEN11FIED BY 11-IE PARKS AND RECREA 110N DIRECTOR AS HIGHLY VISIBLE TO 11-IE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDEN11RED BY 11-IE CITY ENGINEER 11-IAT WARRANTS IMMEDIATE JREATMENT. 8. HYDROSEEDED AREAS SHAl.l BE /RR/GA TED IN ACCORDANCE WITH 11-IE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVEN110NAL SYSTEM OF LOW PREC/PITA110N SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER 11-IAN 8 FEET IN HEIGHT SHAl.l BE WATERED BY A CONVEN110NAL SYSTEM OF LOW PRECIPITA 110N SPR/NKLE:R HEADS PROVIDING 100,C COVERAG£ 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. 11-IE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA 110N TO 11-IE CITY ENGINEER. 11-IE PROPOSAL SHAl.l BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COS1S OF 11-IE ELEMENTS OF 11-IE 11-IE PROPOSED SYSTEM. J. /RR/GA 110N SHALL MAINTAIN 771E MOISTURE LEVEL OF THE SOIi.. AT THE OPT1MUM LEVEL FOR THE GROW11-I OF 11-IE HYDROSEEDED GROW11-I. C. HYDROSEEDING MIX SHAl.l CONSIST OF ALL OF 11-IE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACH/1.LEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OM/ TTED ON LOCATIONS 'MIER£ 11-IE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC SIREET OR RESIDEN11AL STRUCTURES. h. ITEM o OF 71-1/S SUBSEC110N MUST BE INOCULATED WITH A NIIRDGEN FIXING BACTERIA AND APPLIED DRY E/11-IER BY DRILLING OR BROADCASITNG BEFORE HYDROSEEDING. /. ALL SEE:D MA 11:RIALS SHALL BE: TRANSPORT!:D TO THE: JOBS/ TE: IN UNOPENED CONTAINERS Wl11-I 11-IE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERITFICAITON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WEmNG AGEN1S MAY BE ADDED TO 11-IE HYDROSEED SLURRY AT 11-IE DISCREITON OF 11-IE CONIRACTOR. 2. TYPE I MULCH APPLIED AT 11-IE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBST1TlJTED, Al.l OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. 'MIEN STRAW IS USED IT MUST BE ANCHORED TO 11-IE SLOPE BY MECHANICALLY PUNCHING NO LESS 771AN 50% OF THE SIRAW INTO THE SOIL J. FERITUZER CONSIST1NG OF AMMONIUM PHOSPHAJE: SULFATE, 16-20-0, WITH 15:f SULPHUR APPLIED AT 11-IE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHAl.l BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING 11-IE SURFACE TO BE PLANTED BY ANY OR A COMBINAITON OF: a. TRACK WALKING SLOPES STEEPER 11-IAN 6: I b. HARROWING AREAS 6: I OR FLATTER 11-IAT ARE SUFFICIEN1l Y FRIABLE. c. RIPPING AREAS 11-IA T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDIITON/NG 771£ SOILS SO 11-IAT IT IS SUITABLE FOR PLANITNG BY: a. ADJUSITNG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDIITON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SAU NE SOILS TO PRO VIDEO VIABLE CONDITIONS FOR GROW11-I. E. HYDROSEEDED AREAS SHAl.l BE MAINTAINED TO PROVIDE A VIGOROUS GROW11-I UNITL 771E 11-IE PROJfCT IS PERMANEN1l Y LANDSCAPED OR, FOR AREAS 'MIER£ HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNT1L THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. , I _ .. ---;/~.~--····--···-· fl./1!.1£ fll. lER INSERT 800/I BOX TIPE 8/0CI.EAN EN'vfRON. !xR'vfCES OR APPRO'vf3J E(}IJAl 10.r . ~. ( ~KIST. CONCRETE DITCH TO £KIST. CATCH BASIN SECllON DETAIL ~, DITCH lRANS/llON INTO £X/SllNG CONCR£TE SP/1.LWAY SCA££· 1• = 10' f _......,,,.o~..,.,~ .. = \ _____ , \ \ ----,.1 ,. •' ', STRA/f;HT HEADWAil TIPE 8 PEN 'SI) 0-J2 W, R/ff/AP ENERGY OISS/PA TOR JO' 0.10·1 15' I TOP Of PAV/NG . . . . . . f/i~CJiWR/ft~/l DETAIL -AIODIREO SORSO C-12 CROSS CUll£H N. T.S. PER S!JRSO 0-#1, TIPE 2 . , I f ::~JPfrf-r ~'!¼_ss,t;'t:KET= I : 1/1' AGGREGATE 1./J' THICK X I 61.00 fl. ! 1, ~-+--l-£X!SllN/J STOR!l DRAIN ~ . IN/ET ANOPHfE10 BEREJ,f0'vf3J o! ~ / I i i ; \ o j1 \ I ~. Tl!/lflHT HEAbWAI.L TIPE 8 SORSO 0/-32 W, RIPRAP ;,;Y.,-·Ol."''SSIP."'°''ATOR P£H SORSO #1, TIPE 2 J'x~· APRcw) ROCK a'.AS.S-= Na 2 "/JACKING, 1.1; FT THICK; fll TER 8/.AN,1 T= 6~20 n. ! I l;t~• AGGRE:t;ATE 1.0' THICK 1, _'.1.-.+--tt',.._/O u:-,., rifitiJ'BRow··· f?ITCH ~ SORSO 0-75 I P26X · DETAIL '8' SCALE· 1 • = 10' o: Cl)-SEE STORA/ DRAIN DATA TABLE SHEET 3 EXISTING EASEMENT TABLE No. PfJRPOS£ OMER OJ A8/Jl7Eli's RIGHTS C4/.TRANS 127 A8/JlTER's RIGHTS C4/.TRANS m PUBLIC lfllUTIES SXM m PARKIN(; JMl£S ii DOROTHY /JAISER Isl P/IBLIC lfllUTIES CHY OF CARI.SB40 • [fil INGRESS ii EGRESS C.11.W.O. .m /INO£RGRO/INO /IT1UllES SOC&:£ • lOCAllON C4NNOT 8E /JElEIIMINEO FROM RECORD INFORIJAllON EASEf.lENT PER PRELIMINARY TffiE REPORT BY FlRST AMERICAN Till£ INSURANCE COMPANY NO. NCS-264697-SD, DATED 10-13-2008 R£FERENC£ DOC. 108756 DOC. 89678 DOC. 135093 DOC. 1911-211019 DOC. 1992-0236813 DOC. 83960 DOC. 1992-0232358 D47E O/SPOSITlON 6-18-1965 TO REMAIN 5-31-1966 TO REMAIN 8-19-1966 TO REMAIN 6-0J-1911 TO REMAIN ,f.-22-1992 TO REMAIN 5-15-1961 TO REMAIN ,f.-21-1992 TO REMAIN NOT£!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. "' "' -;; NO. 32014 ~ \!t EXP. 12/31/12 ~ C~~TS DESIGNED BY: J.B., J.T. DRAWN BY: J.S., C.F. PROJECT MGR.· G.O. DATE: AUG. 2009 SCALE: /lS SHOWN JOB NO.: 08-1240 "AS BUil T" -~d~ ,:yru~s_ RCE 1/_ EXP ',/L'L DATE BENCHMARK: OESCR/PllON: TH£ 8£NCHAIARK FOR THIS SJJR'ff:Y IS TH£ CITY OF CARLSBAD Sl/R'ff:Y CON!ROI. STAllON "137: lOCA TION: AN IRON ROD 111TH CAP STAIJPEI) 'ClSB-tJr IN C£N7ER OF TIJRN AROUND C/RCI.E FON SO/JT/180//NO CARf.S8AO Bl 'vfJ., 0. 5 Aft SOI/TH OF CANNON ROAD * IV\~~~ OF CAI.I~ 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning RE$µ. Carlsbad, California 92010 Processing ~, tl<J, DATE:tz;tm-/<l /4llll 760-931-7700 Surveying -r---GEORGE fDAY o/j-• Fax: 760-931-8680 RCE: J 014 INSPECTOR DATE El.EVA llON.· 60. 70 OA TIJAI: NGl,,fJ 29 £X/S77NG BUILDING 6' k4R!Es :,> er, I 41.-t.-t:) ~<" f li~}ti@:~~:,.~s,,, PL 6' C &: G W/ I' IIIOE OPENINGS 4. PERFORA TEO SUBDRAIN PIPE OATE /;' Gli'Al-f'L' SECTION c-c• N. r.s. 8.5' 8.5' ~ NRfEs "'""' vAf/1£5 "-1 41.-t.-t:) ~ ( 4: 1 11,AX, ~ . ,,, ~ ,--.. 4 • PERFORA TEO SUBDRAIN PIPE SECTION o-o• N. lS. R/W PASEO DEL NORTE I I I VARif:S ~x.) :: I_ -2• HIGH WALL ---'R ARCHITECTUR. 6" GRA'ff:L* SECTION E-E1 N.lS. zr - SECTION I-I N. r.s. /I\ INITlAI. ENGINEER OF' WORK REVISION DESCRIPTION G: \DB1240\0840G02.dwg Mar 29, 2010 3: 10pm Xrefs: 0840tP01; 0B40G; 0840grd; 0840MAP 6" C &: G W/ I' IIIDE OPENINGS - 6' C &: G W/ /' IIIOE OPENINGS ENG/NEEREO SOIL' 4 • PE RF ORA TED SUBORAIN PIPE DATE INITlAL OTHER APPROVAL DATE /NlERSTA TE 5 I I I CONCRETE DITCH SECTION F-F1 N. r.s. 55' 2,5' FL 2.5' l 6" SECnON C-6 N. r.s. SECTION H-H TYPE '8' BROW DITCH PER SORSO 0-75 N. r.s. *NOTE AS RECC4/NEN1JEJ) IN /JEOTECHNICAl PUN REl4EW, /JR£EN ORA/JON TAl£RN ANO /,f/lS£1/M, PR£PAREI) Br GEOSOllS, w.a 5892-A-SC OATEO OCTOBER 2.t 200/J: AS SHO/IN IN SEC770NS C-t:; 0-0. £-E. ANO F-F.· "Gl'i'Alfl • SHAil 8£ £NCAPS/IU,7£0 IN A fllTER FABRIC (Af/RAR 1,f() N. 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ST. l/GHT ,t PUllBOX "" ---x 14.28 fl , ll.12 re 14.22 Fl ·· C 7J. 1J. 7J.78 ff: 13. 73.0 fl 72.68 Fl DA1" INITIAL I 2 J ,, 5 IND/CA l[S RECORD DA TA PER PM 6022 IND/CA ffS RECORD DATA PER GRANT DEEDS RLE NUMBERS 82-171633, 92-240005 AND 2003-0248585 IND/CA l[S RECORD DATA PER GRANT DEED RLE NUMBER 97357, RECORDED 6/3/1969 ENGINEER OF WORK: DA1" INITIAL 6 1 8 9 10 II 12 IJ 1,1 15 16 11 18 19 20 DATI, o' 20' 10 40' SCAI.£: ,. = 20' STORM DRAIN DATA ~--~·--- BEARING RADIUS LENGTI-i SLOPE REMARKS N 89'52'a" W BJ.41 0.50Jl 4 P/lt' -PtRFORATU} N 89 '2fi '{Jg W l24.2J' 1.1/Jl 4• P/lt' -Ptf/FORA TU} N oovovo· E 60.54 I.J,fJI 6 P/lt' N 17'0J'45 E 68.88' 0.50Jl -I P/lt' -PtRFORATU} t,. a /5¥8'o9' 60.00' 16.55' 0.50Jl -,• P/lt' -PERFORA TU} N 8/Jl/8'06 W 161.J2 f.OSS 6' P/lt' N 02TJ/J"50 E 56.78 O.SOJI 6' P/lt' -PERFORA 7fJ} t,. = 02"20'51' 2059.00' 8,1.J6' O.SOJI 6' P/lt' -PERFORA TU} t,. = 0579'.11' 2059.00' 191.J. 0.5011 6 P/lt' -PERFORA TU} N IJW'OB W 55.70' 0.56Jl 18' P/lt' N -I0¥2~2• E 26.76' f.OOJI 6' P/lt' N 19"5"2r W 66.92' 2.8/Jl 12• P/lt' N 8J'4!J'4B' W 41.-19' I.OOJI 12• P/lt' N 08'46'06 W "6.28 1.2JJI 6" P/lt' N 8!JV5"J. 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ENGINEER OF WORK: ~ fl~ GEORGE~ ,,/-- DATE: AUG. 2009 SCALE: ,S SHOWN JOB NO.: 08-1240 DATE:At/~ RCE:' 3~ "AS BUILT" BENCHMARK: OESCRIPllON: lHc BENCHMARK FOR THIS SI/RWY IS lHc CITY OF CARLSBAD SI/RWY CONTROi. STA 110N "1.17". lOCA 11011: AN IRON ROO IHTH CAP STAAIPfl) "Ci.SB-1.Jl' IN CENlll? OF Tl/RN ARO/JNO C/RC/E FOR SOVTH80/JNO CARLSBAD /Ji. lo., 0.5 1,11 SOUTH OF CANNON ROAO El.EVA llON: 60. 70 OA Tl/Al: NGIO 29 /1\ D.._lE INlll.l.L ENGINEER Of' WORK REVISION DESCRIPTION G.: \0B124D\0840G04.dwg Mor 29, 2010 4: 16pm Xrefs: 0840G; 0840pro D.._ lE INITIAL DAlE INITI.._L OTHER APPROVAL CITY APPROVAL I SH,ET I CITY OF CARLSBAD ENGINEERING DEP ARlMENT GRADING Pt.ANS FOIi: GHEEN OHAGON COLON/Al VILLAGE PR/VA TE S£lfER <t WA 7ER PRCRLES ~P~,tf~ y~ V~JZ·KI _sji/4z_ sfNl'bRcfv1L ENGINEER PE 41204 EXP.03/31/,::, DATE OWN BY:(-r.r- CHKD Bi~ RVWD BY: PROJECT NO. C.O.P. 08-13 DRAWING NO. 464-lA 0525/2 • I I =:'.=":"'~~"? I -~ -,.,. ""'l:i -7~ O' 1, ' ' ' ' ' ' ' I / II :0 , II i: J, II ; ; ' ' II ' i 11 i I I ' ' f \ II ' 11 »! \ II t , II , 11 11 ,, 0 I :1 I B 1., II II "CC; i I' f \ I ~ f II ;[ ' 11 ~ , I I ~ II <o I"' "' ~ , II L..l""-T' I \ II ' ' I ~ --- I II i II I \ 11 I , II --- 20' 10 40' SCALE: 1" = 2D' ~:.,r, t- • e • e -H<l-s e e C~~TS 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 1+uu 6+00 --+ - -------- • • • • • • • " • ' ., • • -,, • ' ' • ,-• DESIGNED BY: J.8,, J.T. DATE: AUG. 2009 "AS BUil T" DRAWN BY: J.S .• C.F. SCALE: ,. • 20' ~I • 0 Ykj o/A2.J~_/~ PROJECT MGR,· G.0. JOB NO.: 08-1240 RC~~ EXP. l¥,Y,I/-Jt---~ DATE ENGINEER OF WORK: RE/M:b h!µJhL /.l'/?blJ DATE: r4ft,1L --·~. GEORGF ,N'llAY A RCE: 3 014 INSPECTOR DATE ----fr\_) CURB DATA ::cir BENCHMARK: OESCR/PTION: Tl/£ /JENCH!.IARK FOR Tlf!S stJR'.Cr IS Tl/£ C/Tr OF CAR/.SBAO stJR.Cr CONTROl STA TlON "tJr. LOCATION: AN IRON ROO 111TH CAP STAIIPEO "ctSB-IJr IN CENTER OF TURN AROIJNO CIRCIE FOR SO/JTHDO/JNO CARI.SBAO 81.vl}. a5 /,II SOIJTH OF CANNON ROAi) El£VATION: 60.70 OA TUM: NG;f) 29 (No; DELTA/BfARING RADIUS LENGTH REMARKS JO A =11/Wf'J,1" 2.00' 5.05' TYPE •r;• CIJRB ~ WTTER 31 A= f5"45'5fl" 56.00' H.7J • • 32 N 22'5.J"IT W 317.46' • • 33 N 67V6 ,., £ 11.12' 6" TrP£ ·c r CtJRB Jf A =fBOVO'OO" 2.JB' 7.-lr • • J5 N 22'5.ftr W (75' • • J6 N 12'#'22_ W 4f. JO' T'tP£ •1,· Cl/RB ~ (;IJ TT£R J7 N 1n5·31r£ 11. OfJ' • • 38 A = 16'./2'19" J.00' ,I, 02-• • 39 N 00'3318" £ 16.18' • • 40 N 89'26".12_ W 2850' • • 41 N OO"JJ18" £ 15.00' 6-TIP£ 'G-f" CIJRB ,(.2 N 89'26'f2" W 5(00' T'tP£ -1;-CIJRB ,t (;/JTT£R ,/J N 89'26 "12-W 1800' • • ff A= 89'5819" 3.00' -1.11' 6-TYPE 'G-r CIJRB ,15 A= Of¥7U" 2105.00' 65.66 • • 46 A =156'52',/9" -,. oo· 1a95• • • tl N 22'4612-W 15.tr • • 48 N6nJ'4fJ"£ 12.00· • • 49 N 22'4612" W 88.00' • • 50 N 6nJ·m· £ ta BB' • • 51 A =107'51'1r J.00' 5.65' • • 52 A Jf78'JT 26.00' 15.5, • • 53 A =fT-1'56'fXr 2.50' 5.01' • • 5-1 N 35'J1'31 w 16.51' • • 55 N M'22'29-£ 1800' • • 56 N 35'J1:Jf" W 15.18-• • 51 A =12670'-19" 2.00' (-IO' • • 58 N 89'26"'2-W 25.8:, • • 59 A =H179'3r 1(50' 35.11' • • 60 A -105'20'5.r" J.00' 5..o:,, • • 61 N 22Wf12-W 11.59' • • 62 N 6nJ'"8" £ 96.00' TYPE ·1,-CIJRB ~ WTTER 63 N 22Wf12" W 12.00 6" TYPE -r;-r CIJRB 6-1 N 6173"'8-£ 5.19' • • 65 A= 61Wf46" 12.00' 12.9,t' • • 66 A •1187J'l,t" 2.00' ,t, ,., • • 61 N 6173"'8-£ lJ.00' • • 68 N 22'46'l2" W #J.00 • • 69 N 617348" £ 12.00 • • 10 A =TJJU'36" J.00' 6.f/8 • • 11 A= 5571'#" 25.00' 2-1.TJ' • • 12 A =I0-1"11'(}9" J.00' 5.49· • • lJ N OO"JJ'fB• £ 15.f/8' • • '" N 89'26'f2-W 90.00 TrP£ •1,• CIJRB ,t (J(JTT£R 15 N 89"26',f.2-W 9.86' 6" TYPE ·r;-r CIJR8 76 A = 72¥1 '5t" 2800' 35.53' • • 17 A = 9-l '52'o8" J.00' (91' • • 18 N 6nJ'#J"£ 15.91' • • 79 N 22wt·12· W 1(46' • • 80 N 61'46'12" W 5.00' • • Bf N 227J48"£ 5.00' • • 82 N 22'46'12' W 19.9J' • • BJ N 6nJ'#J"£ 15.00' • • 8-1 N 22Wf'l2" W J1.9J" • • 85 N 6nJ'#J"£ 16.02' • • 86 A =159"J6'10" 2.90' 8.08' • • 81 N 46¥9'58" £ 1,1,9'1' • • 88 N 02'58'06" W 51.73' • • 89 A = 1071 '5,t" J.00' J.68' • • 90 N 6nJ'#J"£ 0.65' • • 91 6 = 90'00'otr 2.00' J.1"' ·-• • 92 N 22'4612-W 11.00· • • 93 N 6nJ'#J" £ 2J.46' • • 9-1 N 617J'48" £ 19.9.F • • 95 N 617J'48" £ 2J.46' • • 96 N 22'46'12" W 11.57' • • 91 A =f31'J6'5t" J.00' 1.21' • • 98 N 65V9'l8" W 2.87' • • CURB DATA 99 N 65V978" W 1a96· • • 100 A= ,f,275'31" 10.00' 1.38' • • 'Nd DELTA/BEARING RADIUS LENGTH REMARKS ' ., 101 N 22'5.J',/r W 108.99' • • 102 N 6nJ',f6" £ 5.09' • • 1 N 89"26'll" W JJ.61' 6" TYPE "r;-1• CIJRB !OJ A = 31"'3'58" 2800' 16.97' • • 2 N 89°26'42" W J6. '>K • • 10-1 N 22'4612" W 25.79' • • J A -180VO'oo" 2.50' 1.8.'f • • 105 A= 50U'2r 2800' 2'1.55' • • " N 81'50'(}5 W -16.50' • • 106 A =129"45'33" 2.00' ,l,5J' • • 5 N 02V9'55" W M,00 TYP£ •1,• CIJRB .t WTTEH 101 N 22'4612" W 16.98' • • 6 N 81'50'05_ W 16.00' 6" TIP£ "1, 1" CIJRB 108 N 617JWJ" £ 1800' • • 1 A=180VO'oo" 3.00' 9.-12' • • 109 N 22'4612" W 5.99· • • 8 A = OT"JO'o2" 2082.00' M.00' TYPE •1,• CIJRB .t WTTEH 110 N 6173'18" £ 95.00' • • 9 N 89'2J',/!;-W 16.00' 6-TYPE -r;-r CIJRB 111 N 22"46'12• W 15.,(.2' • • TO A -TBOV,1'58" 3.00' 9.ff • • 112 A= 12°11'51" 2800' J5.5J' • • ff N 89"JJ'l8-W 16.00 • • 113 A =108V7'20" J.00' 5.66' • • 12 A= 02":JO'oJ" 2062.00' 90.00' TYPE •1,• CIJRli .t WTTEH 11-1 N O-l"J8'5r W 2.8J • • TJ N 81'56"11 • £ 16.00' 6" TYPE "G 1• CIJRB lf5 N 85'21 'o9" W 16.00' • • If N 81'4611" £ 16.00' • • 116 N Ot"J8'51" W f.5.00' • • 15 N 867670" £ 16.00' • • 117 N O-l"J8'51" W 2.08' • • 16 N 86V6'(}9-£ 16.00' • • 118 A = 9J"ff'28" 3.00' (91' • • 17 N 8t'5T'o8" £ 15.78' • • 119 N 89V5:Jr £ 11.56' • • 18 A= 99VT'46" 3.00' 5.19 • • 120 N 00'5-1'2J" W 16.09' • • 19 fl. .. 76¥J'M. 2800' 31.50' • • 121 N 89V5:Jr £ f.5.00 • • 20 N 89V5'3r £ IJ.70' • • 122 N 00'5-1'2.J W 15.46' • • 21 N 89V5'3r £ 3(6/' • • 12J A =101'55'59" J.00' 5.3'1' • • 22 A = 90'0()'00" J.00' ,.11· • • 121 A= 5672'lJ" 2800' 21.ft • • 2J N 00'5-#'23" W -16.00' • • 125 N 22'46'12" W 6.99' • • 2'1 N 89V5'3, £ 138.00' TYPE •r;• CIJRB .t WTTEH 126 A =18.0VO'oo" 2.25' 7.01' • • 25 N 00'5'1'2.J W 11.56' • • 121 N 22Wf'l2" W 12.15' • • -26 A =102'58'39" 2.00' 3.59' • • 128 N 6nJ'48-£ 6(00" TYPE ·1,· CIJRB .t WTTEH 21 N 76V6'5r £ -22.J6' • • 129 N 22w;·12· W 12.00· 6" T'rP£ "G-1" CtJRB 28 N fJ'5J'o3" W 5(00' • • TJO N 6nJ"'8" £ 2J.38' • • 29 N 16V6'5r £ 16.66' • • IJf N 02V9'55" W 5,1,00· • • t----------t--+---------------+----t---l---+------------1 I ~SEET I CITY OF CARJ..SBAD I ~SEETS I ENGINEERING DEPARTMENT ;=='...:::::=========-===: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\D81240\D84DG0S.dwg Mar 29, 2010 4:17pm Xrefs: D84DMAP: D84DGRD: D84DG; 0B4DTP01 DA lE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL GIMDIN(J Pf.ANS FOR: 6R££N DRAGON COLON/Al Vlll.A6£ CURB OA DI t! PA '.£A/ENT OETAH.S APWf✓"!~~N-4-JP.=· ,-µ~~P; _sK_1 --~ _sj_, Ire sf~IVIL ENGINEER PE41204 EXP.03 31 13 DAT'tL DWN BY: \Ji< PROJECT NO. DRAWING NO. ~~~g ~~;""-'---C.D.P. 08-13 464-lA 052512 •