Loading...
HomeMy WebLinkAboutDWG 413-7C; CT 02-14 (4); BRESSI RANCH PA 9 UNIT 4 MODELS; 01-03r----------------------------~ -..111 GRADINGNOTES: GRADINGNOTEB(cont) CARLSBAD TRACT NO. CT-02-14 LEGEND '. (IN AODlnON TO IHE: REQUIREMENTS OF CHAPTE:R 15. 18 OF IHE 29. THE O'rrNER/APPUCANT SHAU INSURE Tl/Ar All CONTRACTORS SHAU COORDINATE 11/E WORK OF CARLSBAD MUNICIPAL COOE.) 11/E:Sr: GRADING PLANS WITH THAr SHO'rrti ON BOTH 11/E LANDSCAPE ANO IRRIGATION Pf.ANS AND THE '4CR1 1. 1111s Pt.AN SUPERSEDES ALL OTHER Pl.ANS PRfVIOUst Y APPROVED BY THE CITY IMPROVEMENr PLANS AS RfQUIRED FOR THIS lltlRK IN ACCORDANCE WITH THE LANDSCAPF: MANUAL TIME R£QUtRfJ.IENTS. B R E S S I R A N C H R E S I D E N TI A L ~ Pl.AN NUMBER (R=REV£RSE) OF CARLSBAD REGARDING GRADING SHO'M-1 ON 7111S SET OF Pl.ANS. 2. APPROVAL OF THIS PLAN DOES Nor LESSEN OR WAIVE' ANY PORTION OF THE JO. STORM DRAIN PIPE SHALL BE REINFORC£D CONCR£T£ PIP£ WITH A 111NIMUM o-LOAD OF 1,Jso OR ASB£5T05 C£MENT PIP£ WITH A MINIMUM D-1.0AD ( 270) CARt.SBAD MUNICIPAL cooc. R£S<XUTION OF CONDITIONAL APPROVAi. CITY OF 2,000. FOR PRIVATf: STORM DRAINS. PIPES UP TO 1:;• PVC MAY BE urn.,zro PROVIDED D£PTH ,s L£SS THAN "mT AND /JACKFTLL£D WI711 CASS I A p A g M Q O EL H QM ES LOT NUM/JER PAD ELEVATION STANDARDS OR 071/£R ADDITIONAL DOCUMENTS UST£O H£R£0N AS 71/£Y I.IA y J f4• ROCK PER SORSO S-4 rrPE "C" AND PIPE lolITTS ASTII STANDARD JOJ4 FOR SOR J!J 5000 WAil PIP£, ! PE 694•51 PERTAIN ro 71/IS PRO.E.CT. 711£ ENGINEER IN RESPONS/8l£ CHARGE SHALL , . ' RfV/Sr: m£Sr: Pt.ANS 'MIEN NON-CONFORMANCE: 15 DISCOVERED, JI. 'M/£R£ AN EXISTING PIP£ UN£ IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL 8£ RfJ.IOVED 1117HIN lllf:NTY FEET OF !FF 695.2! l CITY APPHOVAL OF PLANS DOES NOT RELIEVE' TH£ DEVELOPER OR ENGINEER-OF-8£.llflo~Go °ls 5Jtr,Ffor..:,oR£AB~ ~ ~~~,,'!!J'! PROPERt.Y COMPACTED SOILS. IN OTHER AR£AS. TH£ PIPE Will 8£ PWGGEO WITH CONCRETE OR (LOTS 2 7 Q TO 2 7 2) lcrr 694.51 RN/511 Fl.OOR El.EVA TION GARAGE Fl.DOR El.EVA TION BACl<fl.OW PR£VENTER IIEQUIREO WORK FROM RESPONSIBH.JTY FOR 711£ CORRECTION OF El?RORS AND OMISSIONS ncm ' ,,,. "" •~en, . . DISCOVER£0 OUR/NG CONSll?UCTION. All Pl.AN R£VISIONS SHALL 8£ PROMPT!. Y J2. 11/E CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXISTING FACIUTIES (ABO'!£ GROUND AND UNDER GROUND) 1!1111/H 11/E PRO.E.CT SIT£ sumCJ£NTI. Y (§IE;> SUBMITT£0 TO TII£ CITY ENGINEER FOR APPROVAi.. AH£AD OF GRADING TO PERl,llr 11/E RfV/SION OF 71/E GRADING PLANS IF IT IS FOUND 711A T 711£ AC7UAL LOCATIONS ARE IN CONfl.lCT 111711 711£ PROPOSED 1/KJRK. 4. A RIGHT-OF-WAY PEl?MIT FRO/J 11/E CITY ENGINEER Ml.l 8£ REQUIRED FOR ANY WORK IN 711£ PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATC OF INSURANCE MUST BE AL£0 NAMING THE: CITY OF CARI.SBAD AS AN ADDITIONAL INSURED ON THE PEl?MITfil'S POI.ICY IN Tl/£ MINIMUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRENCE: OF UABIUTY. 11/E INSURANCE COMPANY llf?ITING 711£ POI.ICY MUST HA 'I£ A RA TING OF "A• ANO A SIZE CATEGORY OF ct.ASS V AS ESTABUSHED llY "BfSTS" KEY RA TING GUIOC 1 UM.ESS £XEMPT£0 BY SECTION 301.(/,)S OF 11/E UNIFORM BUN.I!/NG CODE, Rf:TAIN/NG WALLS OUTSIDE OF PUBUC RIGHT OF WAY R£QUIR£ SEPARATE PERMITS FROM 711£ BUil.DiNG 0£PARTM£NT. d NO WORK SHALL C0/,/1,/ENCE: UNTIi.. All PEl?MITS HA 1.£ BEEN OBTAINED FROM 711£ CITY AND 071/ER APPROPRIATE AGfNCIES. l. APPROVAL OF 71/ESE Pl.ANS BY 711£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROP£RTY O'MIER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING P£RMl~AS BEEN ISSUED. 11 NO RfVISIONS llflL 8£ MAOE TO Tl/ESE Pl.ANS 111111 T Tl/£ WRIT7EN APPl?OVAL OF Tl/£ CITY ENGINEER, NOT£0 W/7HIN Tl/£ R[VISI BLOCK, ON THE APPROPRIA TC SHE£T OF TH£ Pl.ANS AND THE Tl 11.E i1fEfT. 9. ORIGINAL ORA 111NGS SHALL BECOI.IC THE PROPERTY Cf Tl/£ Cl TY UPON BEING SIGN£0 BY Tl/£ CITY ENGINEER. L 10. Tl/£ ORIGINAL DRAWING SHALL 8£ RfV/SED TO 1/ffl.E(;t AS-BU/Lr CONDITIONS BY /HE £NGIN££R-OF-WORK PRIOR TO FINAL ACCEPTANC£ OF 711£ WORK BY Tl/£ CITY. ft, ACC£5S FOR ARE AND D7HfR EMERGfNCY VEIi/ct.ES SHALL 8£ MNNTAINED TO 711£ PRO.E.CT SIT£ AT All TIMES DURING CONSTRUCTION, 12. ltHE/?£ TRENCHES AR£ 111THIN CITY EASEMENT5, A SOILS R£PORT COMPRISED OF: (A) SUMMARY SHffT, (8) LABORATORY WORK SHEfTS AND (C) COMPACTION CURI£$, SHALL BE SU8M/T7EO BY A PRITTSSIONAL ENGINEER OF fH£ STA TE OF CAUFORNIA, PR/NC/PAil Y DOING 8USIN£SS IN 711£ REtJJ OF APPUEO SOILS MfCHANICS. 111E SOILS R£PORT llflL BE SIJ8MITT£0 TO 11/E CITY ENGINffRING INSPECTOR 111111/N TWO (2) WORKING DAYS OF Tl/£ COMPLETION OF FIEtJJ TESTS. IJ. A SOILS COMPACTION R£PORT AND COMPUANCE: VER/FICA TION REGARDING ADHEl?ENCE: TO RECOMMENDATIONS OUTUNED IN 11/E SOILS REPORT IS REQUIR£0 PRIOR ro THE ISSUANCE: OF A BUILDING PERMIT. All CONTROLLED GRADING SI/All BE DON£ UND£R Tl/£ DIRECTION OF A PROFESSIONAL ENGINEER OF 111£ STAT£ OF CAUFORNIA PR/NC/PALLY DOING llUSIN£SS IN THE FIELD OF APPLIED SOILS MECHANICS. All FU OR RJ7UR£ Fill AR£AS SHALL 8£ CONSll?UCTEO IN ACCORDANC£ W/11-1 Tl/£ CITY OF CARLS/JAD STANDARD SPECIF/CATIONS AND 71/E • £AR71/WORK SP£CIRCA TIONS • ATTACHED TO 11/E PRELIMINARY SOILS /NVESTIGA TION. DAILY FIELD COMPACTION RfPORTS Will 8£ SUBMITT£0 TO THE PROJECT INSPECTOR, 1,f, A PRfCONSTfflJCTI()/,/ MffTfNG SHAii BE HB O A T THE >!TE PR/OR TO THE BFGINNING 0£ 'MJRK AND SHAii 8£ A [Tl]IOEQ BY All RffRfS[NTA UVfS R£SPONSIBLE FOR CONSTRUCTIONnJNSP£CTION, SUP£RV/SION, TESTING AND All Q71!£R AspfCTS Of mt IIQR& _ t CONTRACTOR SHALL SCHEDUL£ mt ME£TING 71/ROUG/I Tl/[ PERMlr Cl.ERK (760-4J8-J891) AT L£AST Fl'!£ (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION, APPROVED DRAWINGS MUSr 8£ AVAH.ABLE PRIOR TO SCHEDUUNG. 711£ GRADING P£Rlol/T Will 8£ PROVIDED BY 11/E PRO.E.CT INSPECTOR AT 711£ MEETING. 15. AH INSPfCTI()/,/ REQUESTS QTHUl THAN fQR PRfCONSTRlJCUON MffUNG ll1l I W MAO£ BY CAI (ING THE fNC.JNEERING 24=HOllR INSPfCTI()/,/ RfOlifST I fNf AT (76QI +JB-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO Z· OQ PM, ON me DA y 8EFOR£ TH£ INSPECTION IS NEEDED. INSPECTIONS llflL 8£ MADE ii-it NEXr WORK DAY UNL£S5 YOU RfQUEST 071/ERWISE. REQUESTS MAD£ AF7rn 2: 00 P.M. Will 8£ SCHEDULED FOR TJIQ (2) FULL WORK DAYS LA T£R. 1d 711£ O'M/£R AND/OR APPUCANr TIIROUGH 11/E D£1/El.OPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SNfTY DEWC£S, INCI.UD/NG SHORING, AND SHAU 8£ Sa.El. Y RESPONS/81..E FOR CONFORMING TO All LOCAi. STAT£ ANO FE0£RAL SAFfTY ANO HEAL Tl/ STANDARDS. LA ll'S ANO REGULATIONS. f 7. 711£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 810, BY SUBMimNG A [)[TAIL PLAN TO 711£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOll1NG 11/E 0£S/GN OF SI/OR/NG, BRACING SI.OPING OR 071/ER Pl?OV/SIONS TO 8£ MADE OF WORKER PROTECTION FRO/I Tl/£ HAZARD OF CAVING GROUND DURING 111E fXCAVA TION OF SUCH TRENCH OR TRENCHfS OR DURING Tl/£ PIP£ INSTALLATION THEREIN. 711IS Pl.AN MUST BE PR£PARED FOR All TRENC/1£S FIi.£ FITT (5') OR MOR£ IN 0£P711 AND APPROVED BY 71/E CITY ENGINEER AND/OR CONCERNED AGfNCY PRIOR TO EXCAVATION. IF 1ffE Pl AN VARIFS FROlt/ THE SHORfNG S:,SZf/1 STANDARDS fSTABLJSll[f) BY me CONSTRUCTION SAFfTY ORD£RS. TITI.E 8 CAUFORNIA AOMINISTRA Tll'E' CODE. THE PLAN SHALL 8£ PREPAIIED BY A REGIS)[RfD ENGINE& AT THE CONTRACTOR$ EXPE/'ISE, A COPY OF 11/E OSHA EXCAVATION PERMIT MUST 8£ SU8MIT7ED TO 11/E INSPECTOR PRIOR TO EXCAVATION. 1& NO 81.ASTIN() SHAU 8£ PERFORM£0 UNTIL A VALID 81.ASTING PERMIT HAS BEEN OBTAINED FROM Tl/£ CITY OF CARLSBAO. SUBMIT APPUCATION FOR BLASTING PERMIT IIEl.l IN ADVANCE: OF 711£ SC/1£DUUNG OF 81.ASTING OPERA noNS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ OISCOVER£D '/ITIIIN ANY WORK AR£A DURING CONSTRUCTION, OPERATIONS llflL C£ASr: IMMEDIA 7f1. Y, ANO 11/E P£RMITTE£ ll1ll NOTIFY 711£ CITY ENG/NEEi?. OPERATIONS llflL Nor R£START Ul,IT/1. THE PERM/TT££ HAS RECEIVED 111?/TTEN AU71/0RITY FROM 711£ CITY ENGINEER TO 00 SO. ZO. All OPERATIONS CONOUCT£0 ON THE SITf: OR ADJACENT THERETO, INCI.UOING WARMING UP, R£PAII?, ARRIVAi. DEPARTURE: OR OPERATION OF TRUCKS, EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHAU BE UM/1£0 TO 11/E Pm/OD BETWEEN 7: 00 A.Al. AND SUNSET EACH DAY, MONDAY Tl/RU FRIDAY AND NO £ARTHMOVING OR GRADING OP£RA TIONS SHALL 8£ CONOUCT£0 ON M£EKENDS OH HOI.IDA YS. (A UST OF CITY HOI.IDAYS IS AVAILABLE Ar Tl/£ ENGINEERING D£PARTMENT COUNT£R.) 21, ALI, (ff-Sri[ HAUL IIOU1fS S'/Afi BE SUBl,//[ffD BY 711( CONTRACTOR 70 THE CfIT ENGINEER FOR APPROVAL TIit) (z FULL WORKING DMS PRIOR ro BEGINNING OF WORK. 22. /1,/POR r MA T£R/Al SHALL 8£ Oil TA/NED FROM, AND WAST£ IIA TERI Al SHALL 8£ 0£POSIT£0 Ar, A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BC RESPONSfBlE EQR ANY DEBRIS QR QAl.tAGC OCCURRING ALOIIG 111( HAL\ ROUTfS OR ADJACENT STREETS AS A RES/JI. T OF Tl/£ GRADING OPERATION. 2l BRUSH SHALL 8£ REMOVED ONI. Y WITHIN 11/E AREA TO 8£ GRADED, NO TREfS AR£ TO 8£ REMOVED UNL£SS SPECIF/CAil Y NOTED ON 11/E Pl.AN. Jl 711£ CONTRACTOR SI/All NOTIFY N1'fCT£0 UTIUTY COMPAN/£5 (SE£ llEl.OW} AT L£AST 7140 (2) RJLL WORKING DAYS PRJOR TO STARTTNG GRADING NEAR THEIR FACIUTIES AND SHALL COORDINATE 711£ WOl?K 111 TH A COMPANY REPR£SENTA TIV£. UND£RGROUNO SERWCE: ALmT 1-800-422-41JJ CITY OF CARLSBAD (STREETS .t STORM DRNN) SDGM ,-eoa: 660-7J4J CITY OF CARLSBAD [SEM£R,WA7rn .t REct.AIMED WA7rn) sac. 1-800-B92-0t2J ADELPHIA CABLE COMMUN/CATIONS (760) 438-7741 COX COMIIUNICA TIONS (760) 806-9809 J.f.. PEl?MIT COMPUANCE IIEQU/l?fJ.IENTS: (760) 434-2980 (760) 438-2722 A. FOR CONTRal£O GRADING-711£ APPUCANT HIR£S A CIVIi. ENG/NEEi?, SOILS ENGINEER, AND/OR GEOLOGIST TO GIi.£ TECHNICAL ADVICE, 08SER'I£ AND CONTROi. 711£ WORK IN PROGRESS {15.15.120A.8./ CARI.S8AO MUNICIPAL CODE. 8. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT-711[ FOUOW/NG FIEPORTS I/UST 8£ SU8MITT£0 TO THE CITY ENGINEER V1A THE PRO.E.CT INSPECTOR {15.15.120A.1o/ CARLSBAD MUNICIPAL CODE) (t) FINAL R£PORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPt£7f:. ALL El?OSION CONTR<X. SI.OP£ PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE 111711 CITY COOf AND THE N'PROVEO PLANS (OBTAIN SAMPL£ OF COMPLIANCE LETTER FROM CITY ENGINEER DEPARTMENT). (2) AS-IJUIL T GRADING Pl.AN, (J) REPORT FROM TH£ SOH..S ENGINEER, 'Ml/CH /NCI.UDE$ REC0/,/1,/ENDED SOIL BEARING CAPACITl£5, A STA T£M£NT AS TO 11/E EXPANSII.£ QUAUTY OF 711£ SOil. AND SUMMARIES OF A£W AND LABORATORY TESTS. THE REPORT SHALL ALSO INCI.UD£ A STA T£/.IENT BY 711£ SOILS ENGINEER 71/A T TH£ GRADING WAS DONE IN ACCORDANCE: W//H 711£ REQUIREMENTS ANO R£COlolMENDATIONS OUTUNED IN THE PREUIIINARY SOILS REPORT ANO ANY SUPPLEM£NTS THERETO. ( 4) REPORT WI/H AS-BUil. T GE<XOG/C PLAN, IF REQUll?EO llY 7H£ CITY. J5. UNL£55 A GRADING P£Rlol/T FOR THIS PROJECT IS ISSU£D WITHIN ONE (tJ Y!AR AFTER 11/E CITY ENGINEER'S APPROVAi. Tl/ESE PLANS MAY BE REQUIRED TO 8£ RESU8MIT7ED FOR Pl.ANCHECK. Pl.ANCHECK ms WILL 8£ R!!flREQ F(}/1 At(Y SIJCH RfCHECK. } 38. Tl/£ SOILS REPORT TITI.ED T•ic.fh "5 -y d·-:l 1,.t~ « ~ -A """ 6.-, ~- A:::,N~1tALrt-~~ 1~m!'r: 7111•RE1u=,;~f.t..( Jf'I 1..~ f AND SPEC/FICA TIONS CONTAINED IN SA/0 SOILS RfPORT. 'DECLARA 710N OF RESPONSIBLE CHARGE' l PROJECT SITE I HERE.BY Of CLARE IHA T I Al/ TH£ ENGIN££R OF flORK FOR IHIS PROJE.C T, 11-IA T I HA \IE EXERCISED RESPONSIBLE: CHARGE O'.£R THE: DESIGN OF IHE PROJECT AS DU/NED IN SE.CTTON 6 lOJ OF IJic BUSINESS ANO PROFESSIONS COD£, ANO IHA T IHE D£SIGN IS CON SIS TE:N T WI 1H CURRENT STANDARDS. I UNOfRSTANO IHAT IHE CHfCK OF PROJECT DRAWINGS AND SPECIFICATTONS BY IHE ClrY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND OOE.S NOT R£l/E.\lf ME:, AS ENG/NfER OF WORK, OF MY RESPONSIBUTT[S FOR PROJECT DfS/GN. ARM: PROJECT D£SIGN CONSULTANTS AODR£SS: 701 B STRfET, SUITE: 800 CITY, STA TE:: SAN DIEGO, CALIFORNIA TELE.PHONE: (619) 2J5-6471 R.C.E. NO._...c4.:c2.;;_95;..1 ___________ _ R£GISTRA nON [XPIRA noN DA TE:: DJ-31-06 -------- son..s ENGINEER'S CER17FICA TE I, µ(!_ t), t:i'.i...' ;, f,,i_l/...lk«. A REGISTERED Civil ENGINEER OF 71/E STAT£ OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-IE AEI.D Of APPU£D SOIL MfCHAN/CS, HfRfBY CERTIFY 711AT A SAMPLING ANO Sil/DY OF THE SOIL CONDITIONS PR£VALENT 111711/N 7111S SITE WAS MAOF: BY ME OR UNOER MY DIRECTION 8£TWEEN 71/E •-~/ OATES OF 5',I, . 2~ AND .4-LJo/ , ?~ TWO (2) COMPLETf: COPIES 7HE SOILS REPORT COMP/LEO FROM 7111S57UDY, 111TH MY 5 ~ SHEET INDEX SHEET t. SHE£T 2. SHE£T J. '----, , ...... -~ c:/ ' VICIN/7Y MAP NOT ro SCAL£ . . . . . TIT!.£ SHEfT . .. K£Y MAP, DETAILS, SP£CIAL NOTES . .. PLAN VIEW SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOW/'/ ON Tl/ESE PLANS WAS GENEl?A TED BY PHOTOGRAMMETRY SIGNED: J/,/lt} &L RECOMMENDATIONS. HAS BEEN SUBMITTED TO 71/E omcE OF 71/E Cl TY ENGINEER. ,. ,, •. ___ ME7HODS FROM INFORMATION GA711EREO ON MAY 11, 1998 /.' ~~~f( ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS WILLIAM DA \/10 OLSON DAlt: S-11~¥ nY._i:r--\1'_~ • D. 0(;(.-. {'ER 011-t!. 1'10. 400-BA. R.C.£. NO.: 4528J UCENSE £XPIRA TION OAT£: ~• llo. 4~283 "f::. \?,;°\f'OGRAPHY SIIO'M-1 HEREON CONFORMS TO 1'/A TIONAL MAP ACCURACY STANOAl?DS. OrJ/JO/O ti ·-~ 1 ; fJAS/8 OF BEARING "1-~ o~'vc~~ I. Tl-IE BASIS OF BfAR/NG FOR THIS SURVEY IS THE CAUFDRNIA COORDINATf: SYSTEM, NAO BJ, ZONE 6 ANO WAS ESTA8USHfD BfTVffN STA TIO/I NO. OWNER'S CER17FICA TE: I (M£) 1/ERfBY CfRT/fY THAT A REGISTU?ED SOILS fNGINEEff OR GEOCOGIST HAS BEEN OR t V-2002 PER R.O.S. 1402J AND STATION NO. SDGPS-41 fSTABUSHED BY R£TAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADV/Sr: ON THE COMPACTION AND 7H£ COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL STABIUTY Of THIS SITE 8001(, /.£., N88"54'05"W. <- N ME: ~w---G T1n.E: ~WN6 '/DEVELOPER NAME: Gl?£YSTONE HOMES 711£ COMBINED SCAL£ FACTOR AT STATION V-2002 IS 0.999944419, CRIO O/STANC£ 2 GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOW/'/ HEl?EON A/?£ GROUND DISTANC£S. 71/E MAPPING ANGLE AT STATION V-2002 IS -0"32'51.881" QUOTED BEARINGS Fl?0/.1 /?£FERENC£ MAPS/DEEDS MAY OR MAY NOT 8£ IN TERMS OF SAID SYSTEM. LEGAL DESCRIPTION 2.f.. All AR£AS SHALL 8£ GRADED TO DRAIN, GRADING RESULTING IN 111£ PONDING OF WAT£/? IS NOT PERMITTED.All EARll/EN SWAL£S AND OITC/1£5 SHALL HAVE' I~ MIN. SI.OPE ADDRESS: PHONE: 1525 FARADAY A VENUE, SU/lt 300 CARI.SBAO, CA. 9200/J (760) 918-7765 LOT 9 OF CARLSBAD TRACT CT 00-08 IN me CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CAUFORNIA ACCORDING TO Tl/£ MAP THEREOF NO. 25. Tl/£Sr: Pl.ANS AR£ SUB.E.cr TO A SIGNED AND APPROVED SET OF EROSION CONTROi. Pl.ANS. EROSION CONTROi. SHALL 8£ AS SHOIII'/ ANO AS APPROVED BY TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PRO..£CT INSPECTOR. 2d All SI.OPES SHALL 8£ TRIMMED TO A RN/SH GRADE TO PROOUCE: A UNIFORM SURFACE: AND CROSS SECTION, THE SITE SHALL BE LEFr IN A NEAT ANO ORO£Rt. Y CONDITION, All STONES, ROOTS OR 071/ER DEBRIS SHALL BE RfJ.IOVED ANO DISPOSED OF AT A SITf: APPROV£0 OF BY 711£ CITY ENGINEER. 27. All SI.OPES SI/All 8£ IRRIGA 1£0, STA8/LIZ£D, Pl.ANTED AND/OR HYOROSEEDEO 111711/N TEN (10) DA I'S OF Tl/£ TIME 'MIEN EACH SI.OP[ IS BROUGHT TO GRADE AS 51/0llf'/ ON THE APPROVED GRADING Pl.ANS. 2& LANDSCAPING SHAU 8£ ACCOMPUSHED ON All SI.OPES ANO PADS AS REQUIRED BY THE CITY OF CARI.SBAO LANOSCAP£ MANUAi. 711[ LANDSCAPING Pl.ANS FOR 71/IS Pl?O.E.CT, Dl?A'MNG NO. J77-JI.. ANO/OR AS DIR£CT£0 BY 711£ CITY ENGINEER OR Pl.ANNING DIRECTOR, CONTRACTOR'S NOTE NOTE: 711F: CONSTRUCTION Of UND£RGROUNO FACIUTIES SHAU NOT B[G/N UNTIi. A LETTER HAS B£EN SUBMITTED 70 71/F: CITY ENG/NfER FROM 71/E SOILS ENGINEER STA TING 711E S£ffiEM£NT FROM ROUGH GRADING IS COMPL£7f:. BRESSI RANCH REFERENCE DRAWINGS SE£ DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STR£ET IMPROVEMENT PLANS. SEF: ORA 'MNG NO. 400-BA FOR MASS GRADING AND El?OSION CONTRa PLANS. SEE ORA 'MNG NO. 400-BC FOR BRESSI RANCH RfSIDEN TIAL STORM DRAIN PLANS. SE£ DRA'MNG NO. 413-7 FOR 8R£SSI RANCH RESIDENTIAL IMPROVEMENT PLANS Sf£ DRA'MNG NO. 413-lA FOR BR£SSI RANCH R£SIOENTIAL GRADING Pl.ANS 14600, ALEO IN 711[ omCE OF 711£ COUNTY RECORDER OF SAN Dl[GO COUNTY ON MAY 29, 2003, AND 711£ REMAINDER LOT OF CARI.S8AD TRACT NO. 02-14 UNlr NO, 4 IN Tl-/£ CITY OF CARLSBAD, COUNTY OF SAN 0/fGO, STAT£ OF CAUFORNIA, ACCORDING TO MAP 711fR£0F NO. f 4 775, ALEO IN 711£ OFf/CF: OF TII£ COUNTY RECORDER OF SAN OffGO COUNTY ON APRIL 29. 2004. 711/S PLAN SET INCI.UDES 0//l Y LOTS 270 TO 272. PROJECT LOCA nON 711/S PRO.E.CT IS LOCA 1£0 Wl7111N ASSESSORS PARCEL NUMBEl?(S) 213-122-02 7HF: CAUFORNIA COORDINATE IND£)( OF 7111S PRO..CC T IS: 1990-6252 SPECIAL NOTES 111£ FOUOW/NG NOTES AR£ PROV/DEO TO GIVE DIRECTIONS TO 711£ CONTRACTOR BY THE £NG/NEER OF WORK. Tl/£ CITY ENGINEERS SIGNA 7UR£ ON 71l£Sr: Pl.ANS DOES NOT CONSTITUTE APPROVAL OF ANY OF 71/ESr: NOTES ANO 11/E CITY llflL I/OT 8£ RESPONSIBLE FOi? 7flf/R ENFORCfJ.IENT. I. 711£ LOCATION OF EXISTING UTIUTl£S ARE BASED ON AVAILABt.£ RECORD INFOl?MATION. CONTRACTOR SHALL VERIFY 71/E LOCATION ANO £LEVATION OF All fXISTING FACIUTl£S (A801£GROUNO AND UNOmGROUND) 111711/H 711£ PRO.E.cr SIT£. 71115 WO/?/( SHALL 8£ P£RFORlol£0 sumCl[Nn. Y AH£AD OF CONSTRUCTION TO PERMIT CITY APPROVAL R£V1SIONS TO THE CONSll?UCTION Pl.ANS IF AC7UAL LOCATIONS ARE FOUND TO 8£ IN CONFl.lCr 111111 THE Pl?OPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFUCTS OR ANY 071/ER UTIUTIES £NCOUNTEREO PR/OH TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR SHALL TAKE PRECAUTIONARY MfASURES TO PROTECT 11/E UTIUTY LINES 51/0llf'/ AND ANY OTHER UNES NOT OF /?£CORD OR Nor SHO'M-1 OIi TH£SE Pl.ANS. ANY PAVE/.IENT OH 071/ER EXISTING SURFACE: IMPROVE/.1£NTS DAMAGED BY CONTRACTOR SHALL B£ REPLAC£0 AS R£QUIREO BY 711£ CITY OF CARf..S/JAD ENG/NEEl?ING OEPARTMfNr. J. SAFfTY PRECAUTIONS AND ADEQUATE: /JARR/CADING TO 8£ IN FORCE: /JY Tl/£ CONTRACTOR AT All TIMfS. NEJTHER TH[ O'MIER NOR THf ENGINEER OF WORK Will ENFORCE SAFfTY MEASURES OR R£GULA TIONS. 711£ CONTRACTOR SHALL DESIGN. CONSTRUCT, AND MAINTAIN All SAFfTY DEVICES. INCI.UDING SHORING, ANO SHAU 8£ SOI.ELY RESPONSIEII.£ FOR CONFORMING TO ALL LOCAi. STA TE ANO FEDERAL SAFfTY AND HfALTH STANDARDS. LAll'S ANO REGULATIONS. 4. All LENGTHS ANO DISTANC£S FOR IMPROVE/.1£NTS SHOllf'/ ON THESE PLANS ARE llfASURED IN A HORIZONTAL PLANE, 5. Tl/£ DISPOSAL OF ANY ASBfSTOS CEMENT PIPE SI/All BE IN COMPLIANC£ V.,TH All CURRENT LOCAi. STA TE ANO FEDERAL REGULATIONS. 6. 7HE WORK TO 8£ DON£ SECTION ON Tl/IS 51/EfT USTS THE STANDARD SPfCIFICA TIONS AND DRAWINGS USEO OUR/NG TH£ IMPl?OVO/ENT Pl.AN / GRADING Pl.AN DESIGN. 71/ESr: Pl.ANS HA VE 8£EN PREPARED IN ACCORDANCE: 111TH Tl/£ CURRENT EDITIONS OF 111£ STANDARD SPECIF/CATIONS ANO ORA WINGS IN EFFECT ON 711£ DA TE OF 711£ SIGNA 7UR£ BY 711£ ENGINEER OF WORK. AIR QUALITY NOTES 1. All Cl/AO/NC SHALL 8£ Dav£ IN CO/,fP/JANC£ lt/711 SOAPCtJ ANO CARD STANOAR[)S AND REQIJ!REJl£NTS ANO DI/ST CON!ROI. STANOAR[)S /N /Fil£ 24 OF !II£ CAIFORN/A AOMINISTRA /TON COO£. 2. WA /ER/NC OF TH£ Cl/AO/NC SITE SHAU TAK£ Pl.AC£ 8£FORE ANO /)/JR/NC CIIAOINO CK'ERA /IONS TO MINIMIZE OJ/ST GENERA 110N. A WATER 1111/C/( SHALL 8£ REQIJIREO TO 8£ ON SlfE AT All ///,/ES TO 1H£ SA TISFAC/TON OF 1H£ CITY fN(;{NfIR. WORK TO BE DONE: Tl/£ GRADING ~RK SI/All CONSIST OF TH£ CONSTRUCTION OF All CUTS AND ALLS. DRNNAGE: FACIUTl[S, mosroN CONTROL FACIL/TlfS, AND PLANTING OF PERMANENT LANDSCAPING AND PR£PARA TION OF AS-8UIL T GRADING Pl.ANS. All AS SHOllf'/ OR RfQUIR£D ON 71115 SET OF Pl.ANS AND Tl/£ CITY STANDARDS. SP£CIFICATIONS, REQUIR[lolENT5, R£5<XUTIONS ANO ORDINANC£S CIT£0 ON 711ESE Pl.ANS. 11/E GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE: WITH 7H£ FOI.LO'MNG OOCUMENT5, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECT£D BY Tl/£ CITY £NGIN£ER. I. CARI.S/JAD MUNICIPAL COD£ 2. CITY OF CARLSBAO STANDARDS J. /HIS SET OF PLANS .f.. R£S<XUTION NO. 5461 AND 5464 DA 7FD SEPTEMBEI? 17, 200J. 5. 711£ STANDARD SPfCIRCA TIONS FOR PU81.JC WORKS CONSTRUCTION (GREEN BOOK) [21 [2j ◄ RIM=69J.9 Fl.=6910 "®-- PJ I ~ o-----¢ c+-(D --a ----® --w-- -------<@ --s-- AIR CONDITION/NG PADS SWALE (IX MIN.) SWALC HIGH POINT 111711 Fl.OW UN£ El.EVA TION AR£A DRAIN 111111 RIM ANO P/PE- Fl.OW UN£ El.EVA TIONS CUR8 INLfT STORM DRAIN PIP£ STORM DRAIN eox (Cl..£AN OUT OR TYP£ 'F" INL£T) STRfET UGHr RR£ HYDRANT WATER LA TERAl WATER MAIN · SEI\ER LA T£RAL · · · SEM£R MAIN --\r-v-__ 'L __ ------- ............ TC»>/TOE SLOPE SUBDIWSON BOUNDARY ~750--, _,., ... , ... ., .. , .... -·---·-----,,,-------~----. -... ___ , -II--11-- ttt+Htt+l+t+++t++HtH H Ht f H+ 1111'11111 ---o---<o>----<O>---- ••••••••••• ---0----<01----- --L:::l · ............ . 6" ~ . . . . . . . .. . . . . . . . . . .. RN/SIi GROUND CON TOURS (P£R GRADING Pl.ANS) DAYUGIIT UN£ l?ETAINING WALL TYPE PER Pl.AN ( S£PARA7f: PERMIT REQU/RfO) :;•-o• HIGH V.000 FDIC£ :;•-o• HIGH V.000 GA TC 5'-()" HIGH 7U8UI.AR 5T££l role£ J~ 6'-7' MASONl?Y PILASTERS .5'-6' MASONl?Y WALL :;' ft1/0UGHT IRON FfNCC WI/H JxJ POST ANO 0£CORA Tll'E' CAP 5' ENHANCEO WOOD FENCE: WOOO FENCE: AT RETAINING WALL Dl?IVEWAY STEP TO GARAGE 6. SOILS REPORT AND RECOMM£NOATIONS BY PAC/RC SOILS DAT£0 10/17/97 AND ADDENDUM DAT£0 08/01/01. t"e'· ~-r.\ . . . . . ...... : . 0~:::: FOOTIWG ,~p, 7. 7Hf SAN O/£GO AR£A REGIONAL STANDARD ORA W/1'/GS ANO AS IIA Y 8£ 1100/RED BY 11/E CITY OF CARI.S/JAO STANDARDS. a 11/E CARI.SBAD MUNICIPAL WA T£R DISTRICT'S STANDARDS AND SPfCIRCA TIONS FOi? WA T£R, SfM£R AND REct.Allol£D WATER. 9. 71/f CAUFORNIA D£PARTMENT OF TRANSPORTATION, "MANUAL OF TRAfflC CONTROi.$ FOR CONSTRUCTION AND MAINT£NANC£ WORK ZONES". 10. THE CAUFORNtA D£PARTMENT OF TRANSPORTATION STANDARD SP£C/FICA TIONS DOCUMENT NO. 769692. 11. Tl/£ CALIFORNIA DEPARTM£NT OF TRANSPORTATION STANDARD PLAN, DOCUMENT Na 769691. 12. Tl/£ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PR£PAR£D BY PDC DA 1£0 APRIL 2004. EARTHWORK OUANTTTTES CUT: ~ IMPORT: EXPORT: REMEDIAL: 150 CY O CY ...... O CY 150 CY 0 CY NOTf:: 711£ A80V£ QUANTITlfS AR£ FOR BONDING PURPOSfS ONLY AND SHOULD NOT 8£ USED FOR FINAL PAY QUANTITl£S. These As-Built Premoe Grading Plan'" onty represent the as-built oon,diti9n for pad elevations (lett9r dated 4/i1l"4-I finish ~00< al~wtion ([ettar dated .. • A ___J and drainag, r:. swalt locations (fet1e1 dated t/4/D;, I b_.,-o an survey field shots taker,"" the oompleOOn of each of these construction stage,. They do nol: represent tht as-built conditions for any iJther it:er,s showri on 1hase plaf"IS or'! i)rivate property (oui:iide of the public nght-of-waV) PRIVATE CONTRACT \:YI' ill~ . . . . . . ~oLv ...... .s o.i POPTI (;QGi!E£8. ISJ . . . . . . . . . . . . . . . . . . . . . . . El.ECTRICAL TRANSFORMER (SOC! 3421) ABOVE' GROUNO o:J . . . . . . . . . . . . . . . . . . . . . . . . ELECTRICAL HANOHCU: (SOC£ JJI 2) llEl.O W GROUNO QUANTITY UNIT J 667 11 6 1,500 EA I.F EA EA EA 0 .... ....... ____ ~ ........ . ---. ® -H =·· . El.ECTRICAL/CABII/PHON£ RISERS . FIBER ROLLS . J" PVC YARD DRAIN · GRA TC INL[TS, 4• NOS ATRIUM DRNN OR APPROVED EQUAL · SIDEWALK UND£RDRAIN P£R 0-21 · GRA \fl. (Jff 5.9 BAGS NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARO DRAWINGS UNLESS OTHERWISE INDICATED. PLANNING D ARTMENT APPROVAL w . ' :. DATE: ~ / t. / fJf (SI ED) MICHAEL J. HOLZ:JR, PLANNING DIRECTOR ~w:w~ 1WMA, DATE:«e/Of/(d (SIGNED) ,\; ~ -1 RECOMMENDED BY: tl1rby/ \}~; (PRINT NAME) "AS BUil T" ~Prn/~ EXP. 12-3(-0{J DATE I "WEo ~-n ~CTOR /'.] ' t----te----t------------+---+--+---+----11 SHE1ET I CITY OF CARLSBAD I SHEJETS I ENGINEERING DEPAR™ENT UNAU11-IORIZEO CHANGES & USES: Tho eng;neer preparing these pion, will not b9 resporisibls for, or liable 'or, unauthorized changes to or uses of these plans. All changes ta the pl<Jns must be in writing and must be approved by the preparer of these pion~. Colifornlo Council of Cfvl Engineer• IMPORT ANT NOTICII PROJECTDFSIGN CONSULTANTS ::=:~-================~~ PREClSE GRADING & EROSION CONTROL PLANS FORI BRESSI RANCH PLANNING AREA 9 MODEL HOMES (LOTS 270 TO 2721 & Land S'Jrveyocs Construction contractor agrees that in accordonct with 9enerolly occep+.ed cons+.n.u;tion proctlce9, construction contractor w1U be required t1> assume sols and complete: responsibility for California Council job site conditions durin9 lhs course or construction of tt,e project. including SQfety of all persont • and property, that this requirement shall bt mods, to apply continuously and not bei 1iMited t:, of Cfvl Engneera normal working hour9. and construction contractor furth« agrees to defend, indemnify and hold & Land Surveyors cit:, of San Diego harmless from any and all liability, reol or alleged, tn connection with tha performance of work on this project, exceptin<;a liability arising from the sole ne9liger>ce of city of Son Diego professional. T \€ogr\2401\PA9\Plo! P!an\PA9·Mcde!\2407_9_Mp1'0'.owg 05/0J/2004 01 58:<J PM ?CT Section 4216/4217 of tho Go,emment Code requires that Q Dig Alert ldentificotion Number be issued before a •Permit to Excavata• wiH be vortd. for your Dig Afert 1.0. Number Cal Underground Sen,ice Afert TOLL FREI 1-800-411-4131 Two wontlng dcys bafore yoLI dig PLANNJNo • ENviRa'iMBNTAL • llNolNBERJNO • SURVBY IGPS .___..,I 70 l B Slree~ Suite 800, San Diego, CA 92 l O l 619-235-6471 FAX 619-234-0349 BENCH MARK DESCRIPTION: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY HE!.L ON CfNTERUNE: OF El. CAMINO REAL LOCATTON: COUNTY OF SAN DIEGO BENCHMARK OfSIGNATION NO. R1800 288+89 fC El.EVA TION: J11.407 M.S.L DA 7UM: N.G. V.D. 29 NGINEER OF 'MJRK REVISION DESCRIPTION DATE INlllAL DA TE INlllAL g~D BJ~: * ' 01HER APPROVAL CllY APPROVAL RVWD BY: "· ' PROJECT NO. CT 02-14 {If) EXPIRES 12-31-0:! I ....,.~,...l~9,ff,,fi:11-/r-,: - DRAWING NO. 41J-7C. I Ii I • i i II j , --IIIIIIIH!lll1I ----------------------------·-·~---' J N <?~ ~~ V ~~ ~ J --.... --- I I J ' ?' MAX I .. -STRIP 12' I 2' MAX V .~ y STRIP 15' , PASADENA DRIVEWAY DETAIL ( TYP) N. T.S FENCE DETAIL PER LANDSCAPE PLANS J' MIN. NOT TO SCALE RETAINING WALL HEIGHT ANO TYPE SHOWN ON PLANS PL ~ o..'f-d:: 'AO 1<Y V ' EROSION COmROL NOTES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM URBINA AT {760} 715-7712 (ClliULAR) OR KR/SllNE ZORTMAN OF L[NNAR HOMES AT (760) 918-7765. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAU BE MADE A VAIi.ABLE AT ALL nMES DURING THE RAINY SEASON. All NECfSSARY MA 1cR/ALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCAllONS TO FACIUTATE RAf'ID CONSTRUCllON OF TEMPORARY DH1CES 'MIEN RAIN IS IMMINENT. J. DEVICES SHO'frH ON PLANS SHALL NOT BE MOvf:D OR MODIFIED 'MTHOIJT THE Af'PROVAL OF THE [NG/NEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE All EROSION CONTROi. DEVICES TO WORKING OROER TO THE SA nSF ACnON OF THE Ci TY ENGINEER AFTER [ACH RUN-OFF PRODUCING RAll/r AI.L 5. THE CONTRACTOR SHALL INSTAll ADO/OONAL EROSION CONTROi. MEASURES AS MAY BE REQU/RfO BY THE CITY ENGINEER DUE TO UNCOIIPLETE() GRADING OPERA noNS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MA r ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PREC'AUllONS TO PREvf:NT PUBUC TRESPASS ONTO AR[AS 'MIERE IMPOUNDED WA 1cRS CR[A TE A HAZARDOUS CONO/llON. 7. ALL EROSION CONTROi. MEASURES PROV/OED PER THE Af'PROVED GRADING PLAN SHAU BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PRO£CT PERIMETER MUST DRAIN A WAY FROM THE FACE OF SLOPE AT THE CONCLUSION (F EACH WORKING DAY. 9. ALL Rfl,/OVABLE PROTECnvf: DEVICES SHO',lf'/ SHAU BE IN Pf.ACE AT THE ENO OF EACH WORKING DAY 'MIEN THE f71£ (5) DAY RAIN PROBAB/UTY FORECAST EXCEED FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL Bf REMOvf:0 AFTER [ACH RAINFALL ,a All GRA VEI. BAGS SHALL BE BURtAP TYPE 'Mn-I J/4 INCH MINIMUM AGGR[GA TE. 11. SHOULD GERM/NAllON if HYDROSEfOED SI.OPfS FAH.. TO PROV/OE fFFfClll.£ C0vf:RAG£ OF GRADED SI.OPES (90.f COvf:RAGf) PRIOR TO NOVEMBER 15, THE SLOPfS SHALL BE STABIUZED BY PUNCHED STRAW INSTAlLEO IN ACCORDANCE 'Mnl SECllOM J5.02J Of THE EROSION ANO SEDIMENT CONTROi. HANDBOOK Of THE DEPARTMENT Of CONSERVA llON, STA TE Of CALIFORNIA. TEMPORARY EROSION COmROL PLANTING AND IRRIGATION NOTES: TEtNORARY EROSION CONTROL PLANTING AND IRRIGA 110N NOTES: (CONT) 2. TYPf I MULCH APPU{]) AT THE RA TE Of NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MutCH (STRAW) MAY BE suasnTUTEO, ALL OR PART, FOR HYDRALH..ICALLY APPLIED f7BER MATERIAL WHEN STRAW IS USfO IT MUST BE ANCHORED TO THf SLOP[ BY MfCHANICALL Y PUNCHING NO LE:sS nlAN 50,f OF TH[ STRAW INTO THE SOIL J. FERTILIZER CONSISTING Of AMMONIUM PHOSPHATE SULFA Tr, 16-20-0, l+ITH 15.f SULFUR Af'PLIED AT THE RATE Of 500 lb .• PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSfEOING BY: ,. ROUGHENING n-lE SURFACE TO BE PLANTED BY ANY OR A COMB/NA noN OF: a. TRACK WALKING SLOPfS STW'ER n-lAN 6: 1 b. HARROl+ING ARfAS 6: 1 OR Fl.A TTER THAT ARE sumCl[NTI. Y FRIABLE. c. RIPPING ARfAS THAT 117LL NOT BREAK UP USING ITEMS a OR b ABO\£. 2. CONOlnONING nlE SOILS SO nlAT IT IS SUITABLE FOR PLANllNG BY: a. AOJUSllNG TH[ SURF ACE son.. MOISTURE TO PROV/OE A DAMP BUT NOT SATURATED SfEO BED. b. n-lE ADO/llON Of SOil AM[NOMENTS, PH AOJUSTM[NT, L[ACH/NG OR COVERING SAUNE SOILS TO PROVIDED VIABLE CONO/nONS FOR GROWTH. FORMED SURFAC! FF E. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROV/OE A VIGOROUS GROWnl UNTIL THE PR0£CT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS 'MIERE HYDROSSED/NG IS THE PERMAN[NT LANDSCAPING, UNlll THE PRO£CT IS EXTRA DEPTH FOOTING COMPLETED ANO All BONDS RfLEASEO. NO SCALE i-----60'----~1 L MIN. IX SWALE -t'L~--tr- 8 10' MIN. 10X LOT l+IOTH (5' MIN.)• ------1'>---EREARYARD (r ! ! ! •5' MIN. A SETBACK 20.f LOT W107H 10.f LOT WID7H (5' MIN.}• RET. WALL SEE OET. •,4• (TYP.) A _J FINISH GRADC ~"'"'~~::;,;,;c;:;...:::B'ACKnt.L ===================~ I i_:_1=-=.===11 ~i~ 1'l ' ----------------si:.0/VISION BOU~O:Y~ ------------------------FF BU/LO/NG FOOllNG PLAN KEY MAP LEGEND PROJECT BOUNOARY LOT LINE [ = =~ SHEET NO. 271 LOT NUMBER MAINTENANCE/STORAGE: NOTE: CONTRACTOR TO PROV/0£ MAINTfNANC£/STORAG£ ANO CDNCI/ETC WASHOIIT AREA Pt.AN TO TH£ CITY OF CA/llSBAO PR/OH TO START OF CONSTRIJCT/ON. KEY MAP SCALE: 1• =10/J' LOT SUMMARY LOT ASSESSOR SITE PLAN BACKFlOW FOUNDATION NUMBER PARCEL/ ADDRESS TYPE PREVENTOR CATEGORY REQUIRED 270 21J-160-08-00 6J 79 HUN TING TON ORI VE 2AR YES * 271 21J-160-09-00 6J8J HUN TING TON DR/ VE 3CR YES * 272 213-160-10-00 6387 HUN TING TON DRIVE 18R YES * * SEE FOUND A noN DESIGN RECOMMEND A noNS ON SD/LS REPORT NAMED • INTfR/11 AS-GRADED RfPORT OF ROUGH ANO FINE GRADING,MODEI. Lor CO#.IPl.£XfS ANO PHASE 1 PROOUCOON LOTS ' PER LEIGHTON AND ASSOC/A If~ INC. DA lfD APRIL 27th, 2004. 60' . . . . . . ' . ~-. J" PVC YARD DRAIN AT CL OF SWALE UNLESS 07HERWISE SPECIFIED. Fl. flfV PfR PLAN I PAO aEV I 0.5' MIN DETAIL: RETAINING WALLS NO SCALE ARCHITECTURAL POPOUT (VARlfS) FOIJNOA llON LINE 0 FACE OF GARAGE PROPERTY LINE GARAGE TYPICAL POPOUT DETAIL 12' MIN . 7 _J 0.5' ACCESS STRIP 4• NON-CONnGUOUS P. C. C. SIDfWAU< 6" TYPE "G" CURB ct GUT/fff (TYP.) R/W 60' R/W 30' 30' IJ' 17' 17' IJ' 5' 10' 10' 5' 0.5' ACCESS f-"-++..-i.-,~,+~TR=A~\,fl.'=--+-~TR~'A~\,fi=---1---'---f..=...\lf-t-....,,_~ STRffe STRUCTURAL SECllON I TO BE DETERMINED BY SOILS ENGINEER (MIN. SfCllON 4• AC OV[R 6" AB) STREET LIGHT AS SHOWN ON PLANS (TYP.) -- ' RrARYARD SETBACK 20.f LOT --r-WIDTH I L- ~ 1R 3R -2R - -~ 10X LOT morn--"4----__J (II' MIN.} L- ~ ~ I I 1'l ~ L, 1'l ~ 18' J.6~ 7' <:)~~ 12' .. R.O.W. - 10' MIN. I SIDfWALK ' HOUSE SETBACK 8' !.ii#. . -···-\i CURB .k GUT/fff PORCH SETBACK • = R 5 (TYP.) PA-9 :TYPICAL LOT AND SE1BACK REQUIREMENTS ALL PfRMAN[NT ANO TEMPORARY EROSION CONTROi. PLANllNG ANO IRRIGA llON SHALL BE INSTALL{]) ANO MAINTAINED AS REQUIRED IN SECllON 212 OF THE STANDARD SPECIFICATIONS ANO THE FOI.LO'MNG: A. HYDROSEEOING SHALL BE Af'PUEO TO: 1. All SLOP[S nlAT ARE GRAD{]) 6:1 {HORIZONTAL TO VERnCAL) Off STEEPER f\HEN THEY ARE: a. nlREE FEET OR MOR[ IN HEIGHT ANO ADJACENT TO A PUBUC WALL OR STREET. b. ALL SI.OPES 4 FEET OR MORE IN IIEIGHr. 2. AREAS GRADED Fl.A TTER THAN 6: t Wt/EN ANY OF THE FOI.LO'MNG CONO/llONS EXIST: a. NOT SCHfOULEO FOR IMPROVEMENTS{CONSTRUCllON OR GENERAL LANDSCAf'ING) 'MTHIN 60 DAYS OF ROUGH GRADING b. /OENllf7EO BY THE PARKS ANO RECREA noN DIRECTOR AS HIGHLY VISIBLE TO nl[ PUBUC. c. HA 1£ ANY SPECIAL CONO/llON /D[Nllf7ED BY THE CITY ENGINEER nlAT WARRANTS IMMEOIA TE TRfA TMENT. B. HYDROSffOfD ARfAS SHALL BE IRRIGA TEI) IN ACCORDANCE 'Mnl nlf FOi.LOWiNG CRITERIA: I. ALL SLOPfS nlAT ARE GRADED 6: t OR STEfPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHAU Bf /RR/GA TEO BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONV[NnONAL SYST[l,I OF LOW PRECIPITA noN SPRINKLER H[ADS PROVIDING 100.f C0vf:RAG£. b. CREA TER nlAN 8 FEET IN HEIGHT SHALL BE WA 1cREO BY A CONvf:NllONAL SYST[l,I OF LOW PREC/PITA llON SPRINKLER HrAOS PROVIDING 100.f C0vf:RAG£ PA 2. AR[AS SI.OPfD LESS THAN 5: I SHALL Bf /RR/GA lfD AS APPROVED CITY ENGINEER, PRIOR TO HYDROSEfO/NG. THE OEVEI.OPER SHALL SUBMIT A PROPOSED SCHEI,/[ TO PROV/OE /RR/GA nON TO TH[ CITY [NG/NEER. 7HE PROPOSAL SHALL BE SPEClf7C RfGARDING THE NUMBER TYPES .t COSTS OF nlE fLEMENTS OF TH[ PROPOSED SYSTEM. ~ J. /RR/GA noN SHALL MAINTAIN TH[ MOISTURE LEVEi. OF THE SON. AT THE OPllMU/1 LEVEi. FOR THE GROWnl OF THE HYDROSEfOED GROWnl. C. HYDROSEfOING MIX SHALL CONSIST Of All OF THE FOi.LOWiNG: 1. SffD MIX SHALL CONSIST Of NO LESS THAN: a. 20 lb._ PER ACRE Of ROSE CI.Ovf:R b. 20 lb._ PfR ACRE Of ZORRO FESCUE c. J lb._ PER ACRE OF E SCHOOL CIA CAUFORNIA d. 4 lb!. PER ACRE OF ACH/LL[A MILLEFOI.JA R.O.W. ~=..,===j=::~;;;;;2 :-'.FIBER ROI.LS ALON<J_ 8' MIN. -1 1 '\l. RIGHT OF WAY (20'±)-_ PORCH SETBACK CURB ct GUTTER I ··, 8 -•--' ----ff=5' (TYP.) STREfT SI.OPE PLANNING AREA 9 MODEL HOMES TYPICAL Lor DRAINAGE AND EROSION CONTROL. N. T.S. ft F.F. S/OEYARD FENCf PAD ,, / ETAINING WALL DEEPENED ;oon:7} PR;~:.;,.,l:l~ IF NEEDED DISTANCE J TO BLDG NOTE: DEEPENED FOOllNG SHALL EXTEND I' MINIMUM BELOW LO'M:ST ADJACENT flO'MINE ELEVA noN DETAIL 'A' NO SCALE r-PROPERTY LINE { ir u- , IJ' PARKWAY L TRNJSITIQfl rt; ' o/, " ,,S/OEWAU< J4JI MAX - F.f. ll SW,LE I 5' 'MIN. 11 MIN. SECTION A•A NO SCALE GARAGE .> M , & i'.\ ~# 10' MIN. 02X SWALE' f e. J lb!. PER ACRE OF AL YSSUM (C'ARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOI.ECA STREET 1 .E.. I~ u g. ITEMS c,d.e. ANO f Of THIS SUBSECllON MAY 8[ OMITTED ON L<XA noNS 'MIERE nlE AR!:A BEING HYDROSEEOEO IS NOT VISIBLE FROM ElnlER A PUBLIC STRffT Off RfSID[NnAL STRUCTURES. h. /7fll a OF THIS SUBSECllON MUST BE INOCUI..A TED 'Mnl A NITROGEN f7XING BAC/fRIA ANO APPL/{]) DRY EITHER BY OR/LUNG Off BROADCASllNG BEFORE HYDROSEEO/NG. L All srro MA lfRIALS SHAU BE TRANSPORTED TO TH[ JOB SI TE IN UNOPENED CONTNNERS l+lnl nlE CALIFORNIA DfPARTM[NT OF FOOD AND AGRICULTURE C£Rllf7CATION TAG ATTACHED TO, OR PRINTED OM SAID CONTA/NfRS. J NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDEO TO THE HYDROSEfD SLURRY AT THE DISCREnON OF THE CONTRACTOR. SECTION B·B NO SCALE • "AS BUil T" ;;:¼NM.r/,J'.k,.,._ RCE 4(,tt;~ EXP. 12-31-08 DATE ~·~R~~WED(.j~~Y:o~~C,~-ey-/,f/&,o'( ., ., ' , I l . I ! I ' I I I , l I ' ; I ' . ' i ' I PUBLIC PROPOSED smEET NOT TO SCALE TYPICAL SECllON, NO SCALE r--~-.P_R_1 v_A_T_E_c_o_N_T_RA_c_T ______ 'T"""_""T'""_"""T'"_--r---.-----1 ... ...:iN=s="'P=ECTOEc=r=R===============.'ti..:::.:..:.ATE:..:::...--1 t----t--+-----------+--l---+--+----11 SH2EET I L..-C-=ITY.;.;:.;;.;;=O"'-'F;.:;.C..::.A=-R.:.::L.:..:;S::.:.:B::..:.;Ac....D----1 l SHEJETS I 11 ENGINEERING DEPARTMENT 9 · I . . , T:\[ngr\2407\PA1\Plot P/an\PA9-MoCe1',2407_9_1vfpitJ2.dNg 05/17/20']4 02:02:31 PM PDT BENCH MARK DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURV[Y ~L ON CENlfRUNE Of a CAMINO RfAL LOCAnoN: COUNTY OF SAN DIEGO B[NCHMARK OESIGNAllONNO,_R18QO 2lJ8+89_EC a[VAnON: Jll.407 M.S.L DATUM: N.G.V.O. 29 Qf ESS1 .-:< M. S. ,__ "' ill -a No. 42951 ~ ~ Exp. 03-31-06 s;_; PRomcrDF.SIGN CoNsULTANIS l'LANNINO • .HNv.lRa'iMllNr • l!NoJNEBRINo • SUKVETIOPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY ~-SHIELDS, R.C.E. 42951 DA1£ REGISTRATION DESIGNED PM SUR\£V EXPIRES 03-31-06 BY: REv1E~ REv1E~ ~ ~ &-1,-of PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 9 t------t---t---------+---1----1,----1----1 MODEL HOMES (LOTS 270 TO 272 PfX 'AS-EJ(JflT• INITIAL GINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 0-niER APPROVA CITY APPROVAL PROJECT NO. CT 02-14 (4) DRAWING NO. 41J-7C I: i ! ., i j IJ ... Ill !1111'11111111■ . ~ II 0 10 20 40 60 GRAPHICAL SCALE / T: \[ngr\2407\PA9\Plot Plon\PA]-.Vodel\2<07_9_Mpi!OJONG 05/14/2004 0349·33 PM PCT . ' ';;, ' f ' ',,' ',, > ._' ; ',<,' ··--/ ,, '-'/.... ' ', ,, -:_ /·-, -, ·<:~::/ .. ,~·'/-·-,, ·. · ' · ~l-0 "-'••., 11 < '•. "---''r,.;;._ / ,, 't)", . ' • '••; , I ·• .. t i '· ... ~ f~-' ~-~ ~· C:,• ',..._, "-. v,,,·:•,., ,,-!'~;. ,'.,, .,__"" ~-..._ ' ··<:· . ' . /" . v~"2i-'; ...... ,,, .. .. , / I 288.8 ". HP ' ~~:~: /· ·. ;:-' ::'7Y. -·--.. -. ; .. .. ~ •,.•,,. •, ~--~······•·•···· :•_ .. ::, •.....•.... <6.9 -a ,S,,o ~ <-I <6~..I I ,.9 I r---...._ .j ,~- .. <6.9 --~~ @J ~ ~~4, ~ -1<, \ / ' \ \ v Ess, :1 M. S PROJECTDESIGN CONSULTANTS BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SURVE:Y M£1.L ON CENTERLINE OF El CAMINO RE:AL LOCATION:COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC El.EVA TION: JH.407 M.S.L. DA nJM: N.G. V.D. 29 "' ill -a No. 42951 ~ uJ Exp. 03-31-06 ,.,., "' "' c1v1 PlANNll'«J • ~ • llNoiNllBRJNO • SUIMIYIGPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELDS, R.C.E. 42951 DATE REGlSlRA TION DESIGNED PM SUR\'EY ~ ~ EXPIRES 03-31-05 BY: RE',1E\¥: RE\1EW: S"° • I "1-u y ,;!{+J /· ; J . !j .· Alt NO. , ~ 279.9/t . ~i{l!J ~f r r-:.-. -._c_g i .I I I II ;j/ ! : I ' ,' .· ! /.{ ' /J" ' ~ . I • • -811:, 1/ ---¾!(} ~> i> I I II I i ,✓~ ', I I "AS BUILT" %-,...,. ~ ~,. ,., ::i-2.:r-c• DATE I RCE ~,,~ EXP. {Z-3(-0/J I REV7Tg9:=>0-o.Tllihd 1_· INSP~ DATE I i:::1--==-7:=_ -==-T:=_ -==--==--==--==--==--==--==--==--==--==-•:.=_-==-T~=--==~:_=_ -=J➔ -==--=!T.=I s=HJ=E=T ;';I =c=1=rv=o=F==c=A=R=L=s=0=A=o==~1=SH=E3E=Ts::::;li ,i ... ENGINEERING DEPARTMENT f ::==~============-===! ' PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 9 1---1----+---------1-----1-------11----~~ MODEL HOMES (LOTS 270 TO ?12 '1 l 1--+---1~--------------1----l---+--1---1 ! APPROVED: LLYOD HUBBS dr 1-:-rc.....+-,P!X-=-=---1-a-,-,115.....,_BW=l7~,--------l--l---l-------l---l ~9fi'l!fu&,..t§~ INITIAL GINEER Of \\\:JRK REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY=-~-• CRHVWOKD BBYY:. MR OTiiER APPROVAL CITY APPROVAL ~ PROJECT NO. CT 02-14 (4) DRAWING NO. 41J-7C I I I .l1111