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HomeMy WebLinkAboutDWG 413-2C; CT 02-14; BRESSI RANCH PA 12 MODEL HOMES; 01-03~ -·1 r--------------------------------------------------------------------------------------------------------------------------------------------~~,..-.......... ----------. GRAD/NO NOTES: (IN ADDlnON TO rnc R£QUJ/?DdENTS OF CHAPTrn 15.16 OF me: CARLSBAD MUNICIPAL CODE:.) 1. THIS PU.N SUPERSWCS ALL 011/[R PU.NS PR£VIOU5l. Y APPROV£0 BY THE CITY OF CARt.SBAO R[GARD/NG GRADING SHO'M>I ON THIS SCT OF PLANS. 2. APPROVAL OF THIS PU,N 00£5 NOT LESSEN Off WAIi£ ANY PORTION OF THE: GRADING NOTES (cont) 29. THC O'M'IER/APPUCANT SHAil INSURE THAT All CONTRACTORS SHALL COOROINA TE THE: ltORK OF Tl/ES! GRADING PLANS ~TH THAT SHO'MI ON 80111 THC LANDSCAPE ANO IRRIGATION Pl.ANS ANO THC IMPROVEME:NT Pt.ANS AS REQUJR[O FOR THIS OORK IN ACCORDANCE 111111 THE LANDSCAPE MANUAL TIME REQUIREMENTS. · JO. STORM DRAIN PIPE SHALL BC REINFORCED CONCRfl[ P/PC 111111 A MINIMUM D-LOAO OF 1,350 OR ASBES10S CEMENT PIPE 111TH A MINIMUM D-LOAO OF 2,000. FOR PRIVATE STORM DRAINS, PIPES UP TO 15• PVC MAY BE U11UlEO PROV/OED DfP111 IS LESS THAN 15 FEET ANO BACKFILLED 111111 J/4• ROCK PER SORSO S-4 m'E "c" ANO PIPE M[ETS ASTI,/ STANDARD JOJ4 FOR SDR J5 SOI.ID WAil PIPE. CARLSBAD TRACT NO. CT-02-14 RESIDENTIAL BRESSI RANCH PRIMROSE POINT PA 12 LEGEND lEm (449) CARt.SBAD MUNICIPAL COO(, Rrs<XUTION OF CONDITIONAL APPROVAi., CITY STANDARDS Off 011/[R ADDITIONAL DDCUM[NTS UST[O HF:RE:ON AS 11/[Y MAY ffRTAIN TO THIS PR0£CT. THE E:NGIN[[ff IN RESPONS/81.E CHARGC SHALL Rfv15! TH[S! PLANS 'IIHfJI NON-CONFORMANCE: IS DISCO',fR[O. l CITY APPffDVAL OF PLANS DOES NOT REI.If';£ THE Dr.UOPER OR E:NGINffR-OF- ltORK Fl?O/J RESPONSIBHJTY FOR THE: CORRECT/ON OF rRRORS ANO OMISSIONS DISCQV[R[O DURING CONSTRUCTION. All Pl.AN R[VISIONS SHALL BE PROMPn. Y SUBl,//mD TO THE CITY ENG/N[[R FOR APPROVAi.. 4. A RIGHT-OF-WAY PERMIT rRO/J THE CITY E:NGINUR 1111.L BE REQUIRED FOR ANY ltORK IN THE PUBUC RIGHT OF WAY. PRIOR 10 PERl,//T ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE F/1..EO NAMING THE CITY OF CA/lt.SBAO AS AN ADDITIONAL INSUR[{) ON THE: PER/JJTT[E'S POI.ICY IN THE MINIMU/J AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCC OF UABIUTY. THE INSURANC£ COMPANY 'M/11/NG THE POI.ICY MUST HA 1£ A RA 11NG OF "A• ANO A SIZE: CA T[GQR'f OF Cl.ASS V AS ESTABUSHEO BY "BESTS• KEY RA TING GUIDE. .1 UNLESS EXfMPT[I) BY SCC110N JOl.(b)5 OF THE: UNIFOR/J BUil.DiNG COO(, RETAINING WAILS OUTSIDE OF PUBUC fflGHT OF WAY REQUIRE: SEPARATE PERMITS Fl?O/J THC BUILJ)/NG DU'ARTMcNT. 0. NO ltORK SI/All COMME:NCC UNTIL All PERMITS HA\£ 8£.oN OBfA/NEO FROM THE CITY ANO OTHE:R APPROPRIATE AG£NCIES. l. APPROVAL OF 111ES! Pl.ANS BY THE CITY [NGINE[R 00£S NOT AU1110RfZE: ANY IKIRK OR GRADING TO BE: PERFORM[O UNTIL THE PROPERTY O'MIER'S PERMISSION HAS BITN OBTAINED ANO A VALID GRADING P[RMIT HAS BEEN ISSU[O. ll NO Rfv1SIONS IIIU. BE MADE IO THESE Pt.ANS 11111/0UT THE: it,nm APPROVAL OF THE CITY ENGINEEff, NOT[[) 111111/N THC REVISION BLOCK, op THE: APPROPRIATE SHE£T OF THC Pt.ANS ANO THC 117!£ SHEET. I 9. ORIGINAL ORA IIINGS SHAil BECOME 111E PROPER TY OF THC CITY UPON BEING SIGN[O IJY THE CITY [NG/NEER. . I 10. TH( ORIGINAL DRAIIING SHAil BC Rf:VISED 10 R[AECT AS-BUILT CONDITIONS B'f 11/C ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THC WORK 8'1 THC CITY. 11. ACCESS FOR F/RC ANO OTHER EMERGENCY VEHICl.£S SHALL BE MAINTAIN[/) TO THE Pff0£CT SIIE: AT All TIMES DURING CONSTRUCTION. 12, 'MIERC TRENCHES ARE ~111/N CITY EASEMEN,S. A SOILS RfPORT COMPRfSfO OF: (A) SUMMARY 51/EEr, (8) LABORATORY OORK SHffTS AND (CJ COMPAC110N CUR',fS, SHAil BC SUBl,//TT[() BY A PROFE:SSIONAL ENC/NEER OF THC STA rr OF CAUFORNIA, PR/NC/PALL 'I DOING BUS/N[SS IN THC F/flJ) OF APPLJ[O SOILS J./[CHANICS. THC SOILS RfPORT llfLL BE SUBM/fT[O TO THE: CITY ENGINEER/NG INSPECTOR IIITHIN 00 (2) WORKING DA l'S OF THE: COMPLETION OF F/El.O TESTS. IJ. A S0/1.S COMPACT/ON RU'ORT ANO COMPLIANC£ V[RIF/CA T/ON REGARDING ADHERENCE: TO RECOMMENDA110NS OUTUNf.D IN THC SOILS RU'ORT IS REQU/R£0 PRIOR TO THC ISSUANCE: OF A BUil.DiNG PERMIT. All CONTROLLED GRADING SHAil BE OONC UND[R 111E DIREC110N OF A PROFESSIONAL ENGINEER OF THC STA TE OF CAUFORNIA PR/NC/PAil Y DOING BUS/NBS IN THE: F/El.O OF APPLl[O S0/1.S MECHANICS. ALL Fill OR FUil/RE FILL AREAS SHAil BE CONSTRUCT[{) IN ACCORDANCE: 111711 THC CITY OF CA/lt.SBAD STANDARD SP[CIF/CA T/ONS ANO THC • EAR111WORK SP[CIF/CA T/ONS • A TTACH[O TO THE PREl.JMINAR'f SOILS INl£S11GA 110N. OAIL Y F/El.O COMPAC110N RU'ORTS 1111.L BE SUBMlrrrO 10 THC PR0£CT /NSP[CTOR. 14. A PHfCQNS@JCVQN WUNG SHAii 8£ HflQ AT THE SfZf PR/08 TD THE Bf//lNN/NQ Of ljQR/( ANQ SHAii RE A mwom RY All RfPRESENTA T/1/fS R[SP()NSIB/.£ FOR CONSTRUC110NtiJSPECT/ON. SUPERVISION. lfST/NG AND ALL O'mER AS"EC/S OF' t8t @Rli'. _ CONTRACTOR SHALL SCH£DUL£ TH£ MffT/NG THROUGH THE: PERMIT CLERK (760-4J8-JB91) AT LEAST Ff',£ (5) 'l,fJRKING OA Y$ PRIOR 10 STARTING CONSTRUCT/OIi. APPRO',fD DRAIIINGS MUST BC AVAILABI.E PRIOR IO SCH[DUUNG. THE: GRADING PERMIT I\ILL BE PROVIDED BY THE PRO£CT INSP£CTOR AT THE MffTING. 1.1 AIL IN$PECTION RfOUfSTS 011-l[R THAN FOR PRECOIISTfflJCVQN MITT/NG IIIIL BC 4/AQE" BY GAIi iNG THE [Nf./N[[RING Zf=HOI./R !NSf'fCVQN REQUEST 1111£ AT {7601 :f.38-3891. INSFfCVON REQUfSTS MUST BE REC£11£D PRIOR TO 2: 00 PM, ON THE DAY BEFORE: THE: INSPEC110N JS N[EDW. JNSP[CT/ONS 111/l BC MAOE: THE NEXT WORK DA 'I UNLESS YOU R£QUEST 011/ERI\ISC. R[QUESTS MAD£ AFT[R 2: 00 P.M. IIILJ. BC SCH[f)UL[O FOR Tl10 (2) FULL IKIRK DA rs LA T[ff. 10. THE O'M>lf.R AND/OR APPUCANT THROUGH THE DrvUOPER ANO/OR CONTRACTOR SHAil D[SIGII, CONSTRUCT ANO MAINfAIN All SAFETY D[i/CES, INCI.UO/NG SHORING, ANO SHALL BE SOI.El. Y RESPONSIBLE: FOR CONFORMING 10 ALL LOCAi., Sf A TE AND FE0£RAL SAFETY ANO Hf AL 111 srANOARDS. LA IIS ANO REGULA T/ONS. ll. TH£ CONTRACTOR SHAil CONFORM 10 LABOR CODC S£CTION 670:J BY SUBMlmNG A D[fA/1. PLAN TO THC CITY rNG/NEEff AND/OR CONCERN[O AGCNC'f SHOIIING THE DESIGN OF SHORING, BRACING SI.OPING OR OTH[R PROVISIONS 10 BC MAOC OF WORK[R PROlfC110N FRO/J 111f HAZARD OF CAVING GROUND DURING THC EXCAVATION OF SUCH TRENCH OR TRENCH£$ OR DURING THC PIPC INSfALLA T/ON 11/EREIII. THIS PU,N MUST BC PRU'AREO FOR All TRfNCHES Ff\£ FUT (5') Off MORE: IN OE:1'111 ANO APPROV£0 BY THC CITY E:NGINITff ANO/OR CONCERNED AG£NC'f PRIOR ro EXCA VA noN. If mE PtAN VARI($ [ROIi Tllf SHORING S):SZf"N SfANDARDS ESTABUSHW B'f TH( CONSTRUC110N SAFETY ORDERS. TIT/.£ 8 CAUFORNIA ADMINISTRA 71\IE' COO£. THE Pl.AN SHALL Bf PRF;PAREO BY A REGIS7[f/ED ENGINEER AT THC CONIRAC[ORS EXPENSl. A COPY OF me OSHA £XCAVATION PERMIT MUST BE SUBMITIDJ TO THC /NSP[CTOR PRIOR IO EXCAVATION. 111 NO BI..AS11NG SHAil BC PERFORM[O UN11L A VAUO /JV.ST/NG PERl,//T HAS BffN OBTA/N[O FROIJ THE: CITY OF CARI.SBAD. SUBMIT APPL/CAT/ON FOR BI..AS11NG P[Rl,//T llflL IN ADVANCE: OF THE: SCHEOUUNG OF BLASnNG OPERA 1/0NS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARC DISCOVE:REO f!ITHIN AN'/ IK/RK AREA DURING CONSTRUCTION, OPERA 110NS IIIU. CEASE IMMEDIA 7El Y, ANO THE PERM/m:£ I\ILL NOTIFY THC CITY [NGIN££R. OP£RAnONS 1111.L NOT R£START UN711. 111E P[R/,1/TT[[ HAS RECEl\£0 111?/TJEN AUTHORITY Fl?O/J THE: Clf'f ENGINEER 10 DO SO. 20. All OPERATIONS CONDUCT[[) ON THE SITE OR ADJACENT THERETO, INCi.VO/NG WARMING UP, REPAIR, ARRIVAi., OEPARIURE OR OPERATION OF TRUCKS, EARTHMO'IIN(J EQIJIPMENT. CONSTRUCllON £00/PMENT ANO ANY OTHER ASSOC/A TEO GRADING [QUIPME:NT SHALL BE Ul,//TEO TO THC P£R/00 B£nlffN 7: 00 A.It/. ANO SUNSCT EACH DAY, MONDAY 7HRU Fl?IOAY ANO NO EARTHMOVING OR GRADING QP[RAT/ONS SHAil BC CONDUCT[O ON 'rlW(E:NOS Off HOLIDAYS. (A UST OI' CITY HOLIDAYS IS AVAl!ABLE AT 11/C ENGINEERING D£PARTM£NT COUNrrff.) 21, ALI. OFF-srrr HAUi, ROIJTfS F-fAfl 8£ SUBl,//fT[O BY THl CON"fRACTOR TQ THE CITY ENG/NffR FOR APPROVAL llKJJ FULL ,l!JRK/NG DA l'S PRIOR TO BEGINNING OI' 'fJfJRK. ' MODEL HOMES JI. 'Ml[RC AN EXISTING PIPE UNE IS ro BE ABANOON[O AS A RESULT OF THE: GRADING OPERA nON, IT SHAil BE REl,IOvfD 111m1N Tl',fNTY FEET OF BUILDING OR STRffT ARf.AS AND RU'LACEO 111111 PROP[Rt. Y COMPACrrD S011.S. IN OTHER AREAS. THC PIPE: 'Mil BE PLUGGED 111111 CONCRETE OR REMOVE:D AS APPROVE:0 IJY THC CITY ENGINUR. 32. THE CON/RAC/OR SI/All V[R/FY THC LOCATION OF ALL [XIS11NG FACIUTIES (ABO\£ GROUND ANO UND[R GROUND) 1+1111/N THE PR0£CT SIIE: SUFnCIENn. Y (LOTS 449 TO 452) AHEAD OF GRADING TO PERMIT THE: Rfv1SION OF THC GRADING PU.NS If IT JS FOUND THAT THC ACIUAL LOCA110NS ARE IN CONFUCr 111111 THC PRQPOSfO 'l,fJRK. JJ. THC CONTRACTOR SI/All NOTIFY AFffCT[{) U11UTY COMPANIES (SEC 8El.OII') AT LEAST T\lO (2) FULL OORKING DA rs PRIOR TO STARTING GRADING NEAR THEIR FACIUT/ES ANO SHALL COORDINAIE: THC WORK 111111 A COMPANY RU'RESENTA11\£. UNDERGROUND SCRVIC£ AL[RT 1-800~422-4133 CITY OF CARLSBAD (STREETS ,t STORM DRAIN) SDCM 1· fJQO· 660-7J4J CITY OF CARt.SBAO (SC,',fR,WArrff ,t RECI.AIMro WArrR) sa.c . t_;,BOO-B92-012J ADEi.PH/A CABI.E COMMUN/CATIONS {760) 438-7741 COX COMMUN/CATIONS (760) ~-9809 J.f.. PERMIT COMPUANC£ REQUIREMENTS: (760) 434-2980 (760) 438-2722 A. FOR CONTROi.LEO GRADING-THC APPUCANT HIRES A CIVIL ENGINEEff, SOILS ENGINEER, ANO/OR GEOLOGIST 10 G/11': TECHNICAL ADVICE, OBSER\f: ANO CONTROi. THC 'l,fJRK IN PROGRESS {1:J.15.120A.8./ CARLSBAO MUNICIPAL COOC 8. PRIOR TO FINAL APPROVAL OF A GRADING P[RMIT-THE FOLLOIIING REPORTS MUST BE SUB/.1/TIDJ IO THE: Clf'f [NG/NEER \o!A THE PRO£CT INSPECTOR {1:J.15.120A.IO/ CARI.SBAO MUNICIPAL COO£: (1) FINAL RU'ORT BY SUPERWSING GRADING [NG/NEER STA11NG All GRADING IS COMPLE.TE. ALL EROSION CONTRCA.. st.OPE PLAN11NG ANO IRRIGATION ARE: INSTALL[O IN CONFORMANCE 111/H CITY CODE AND THC APPRO',fO PLANS {OBTAIN SAMPLE Of COMPUANCE LETTER FROM Clf'f ENGJNEf.R D£PARTMENT), (2) AS-BU/1.T GRADING Pt.AN. (J) RfPORT FROIJ THC SOILS ENGINEEff, 'Ml/CH INCLUDES R[COMMENDEO SOIL BEARING CAPACITIEs. A srA T[/,/ENT AS TO THE EXPANSIVE" QUAUTY OF THE SOil, ANO SUMMARIES OF FIEl.O ANO LABORATORY TESTS. THC RU'ORT SHALL ALSO INCi.UDE A STA T[/,/[Nf BY THC SOILS rNGIN[ER THAT THC GRADING WAS 00NE: IN ACCOROANC£ WIH 1111!: REQUIREMENTS ANO R[COMM[NDA TIONS OUT/.JN[D IN THC PREl.JMINARY SOILS /?£PORT ANO ANY SUPPL£MENTS TH[Rf.TO. (4) REPORT mm AS-BU/1.T GEOLOGIC PLAN, IF R[QU/RED BY THC CITY. J:J. UNLESS A GRADING PrRMIT FOR THIS PROJ[CT IS /SSU[O I\ITHIN ONC (t) YEAR AFrrff THE CITY E:NGINEER'S APPROVAi. 11/ESE PLANS MAY,~£ R£QU/R[O TO BE R[SUBM/fT[O FOR PLANCHECK. PU.NCH[CK ms IIIU. BC R£QUJR£0 FOR ANY SUCH RECHECK. ~ J~. THC SQILS RU'ORT Tln.ED Al:I~ AJ::.,..,A.( f'~ .f ~\.. ~ ,;I'<. <Sr,J,,':) 1 ~----------------~ ~l !.-a ...A f>'l,,c. J. t...f) r~1•i:.t r-t •. ,1l00\•01-, dJul "-Al 1..1 'LOO-, All GRADING SHALL BC DONE IN ACCOROA1-JC£ Wl'fH THC RECOMMENOA T/ONS 1 • r• I ANO SP[CIF/CA110NS CONTAINED IN SAID SOILS REPORT. 'DECLARAT10N OF RESPONSIBLE CHARGE' I H[RUJ'f DECLARE n-lAT I AM rnE ENGIN£ER OF WORK FOR rn,s PROJECT. n-lAT I HAVE EXERCISED R£SPONSl8LE CHARGE: Olf.R THC DESIGN OF TT-IE PROJE:CT AS DEFINED IN SEC110N 670J OF rnr EJUSINE$$ ANO PROFf$$/ON$ CODE, AND n-lAT me: D[SIGN IS CONSISTENT WITH CURRE:NT STANDARDS. I UNDERSTAND n-lAT rnc CH[CK OF PROJ£CT DRAWINGS AND SPE:CJFICATIONS BY rnE CITY OF CARLSBAD IS CONFINEDTO A REVIEW ONLY ANO 00£S NOT RELIE'vf: ME, AS ENGINEER OF WORK, OF MY RESPONSIBLJ TIES FOR PROJECT D£S/GN. FIRM: ___ P--'R--'O'-'-J=-E:C:_T_:_DES=-=--IGN:c..:.....:.CO_:_NccSU::_::_::LccTA-"N'-'TS-=------ ADORESS: __ 7ccOc.:.1_,8"--"S-'-'1R-"£"'E""T.'-"'SU::.:l.:.:TE:....:c8::_00::__ ____ _ CITY, STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: (519) 235-15471 BY: GREGtidf M. SHIELDS R.C.t. N0. __ 42_9_5_1 ___________ _ REGISrRA TION EXP/RATION DA TE:--=O.::J_-::_Jl=----=06-=------ SOILS ENGINEER'S CER71FICA TE ~ SHEET INDEX SHEET 1 . . . . . . . SHITT 2. SHEET J ..... . \ PROJECT SITE .___ , __ ... OINSfmA LANE VICIN/1Y MAP NOT TO SCALE . 11M SHITT . KE'f MAP, DETAILS. SPECIAL NOTES , PLAN VIEW SOURCE OF TOPOGRAPHY I, ;,j//,,,_ /J.tJ/.s.,.,.._, t:,. &.;{,!-/~A R[GISTERfD CIWL ENGINfER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY DOING BU5/N£SS IN THC FIELD OF APPLIED SOil M£CHANICS. HEREBY CFffT/FY THAT A SAMPLING ANO STIJO'f OF THC SOil COND/7/0NS PR£VALENT I\ITHIN THIS SITE WAS J,IADC BY ME OR UND[R /.IY DIR£C110N J3ET'f/££N 111C ,✓ OAlfS OF ..S?'~ ;?ooO ANO ;lf~ril_ i'~ TMQ (2) COMPLf.TE COPIES OF 1HC SOILS REPORT COMP/LEO FRO/J THIS ST/JOY, 111/H /.l'f __ R£COMM£NOA110NS. HAS BEEN SUBMITlfO TO 111C OFF/CC OF THC CITY ENC/NEE ~•_t_ ss,c~ TOPOGRAPHY SHO'lrN ON IH£SE: PLANS WAS GENERA If/) BY PHOTOGRAMM£TRY ~--•t ___ ME7f/OOS Ff?()/,/ INFORMA110N GATH[REO ON MA'/ 11. 1998 'IIL '/) A/ ,,.,,, D, "< "'>-___ BY SAN-LO AERIAL SUR\1£YS AND Fl?OM MASS GRADING CONfOURS SIGNEO: ~L .{Y.t---OATE: f-l~f -~""' ~;g3 ~\"f.~,P[R Dll'G. NO. 400-BA. WILLIAM DA \110 OLSON ltll"' ;_;,µ,i,"' · ~ . TOPOGRAPHY SHO'lrN H[REON CONFORMS fO NA 110NAL MAP ACCURACY SfANDARDS. R.C.E. NO.: 452/g UCENS! EXPIRA110N DATE: 09/J0/04' ._\ it ~ c,v,1. ~$ BASIS OF BEAR/NO <JF C1,.l\\(S OWNER'S CERT1FICA TE: I (Kf") HEREflY C01 nFY n-lA T A /?EGIS"ff:REO SOf!.S CNGIN£fR OR GE:Ot.OGIST I/AS BEEN OR IIIU. BC RETAINED 10 SUPrRVIS! OV[R-All GRADING AC11VITY ANO ADVIS! ON THC COMPACTION AND STABIUTY OF ~IS SITE. !. \ NJIE:. I 11n.c. THE BASIS OF B[ARING FOR THIS SUR\IIT IS THE CALIFORNIA COOROINA TE SYS7™, NAO 8.J, ZONE 6 ANO WAS ESfABUSH[D B[T'M:[N srA 110N NO. V-2002 P[R R.0.S. 1402J AND SfATION ND. SDGPS-41 ESTABLISHED B'f THE COUNTY OF SAN OIEGO PEff SAN 0l[GO COUNTY HORIZONTAL CONTROL BOOK, IE, N88"54 '05•w. 1HC COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GR/0 DISTANC[ 2 GROUND OISfANCE X COMB/N[O SCAL£ FACTOR. ALL MEASURED DISTANCES SHO'M>I HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STA110N V-2002 IS -0'32'51.881• SPECIAL NOTES THC FlliOI\ING NOT[S AR£ PROV/OED TO GI\£ DIRECTIONS TO mE CONTRAC10R BY 111F: ENGINffR OF WORK. Tl/£ CITY E:NGINEERS SIGNA IURE ON THESE: PLANS 00£S NOT CONS111l/TE APPROVAL OF ANY OF THESE: NQT[S ANO THC CITY IIIU. NOT BC RESPONSIBLE FOR 111[/R ENFORCEMENT. I. THC LOCATION OF EXIS11NG UTIUT/ES ARC BASfO ON AVAILABLE R£CORO 1/IFORMA 110N. CON TRAC/OR SHALL V[R/FY THE LOCATION ANO El.EVAnON OF All EX1S11NG FACIUTIES (ABOVE:GROUNO ANO UNOERGROUNO) IIITHIN THC PRO£CT SITE. THIS WORK SHAil BC P[RFORM[D sumCIENn. y AHEAD OF CONSTRUCT/ON TO PERMIT CITY APPROVAL REVISIONS TO 111C CONSTRUCTION Pl.ANS IF ACIUAL LOCA110NS ARE FOUND 10 BE IN CONFLICT f',111/ THC PROPOSfD !KIRK. CONTRAC10R SHALL NOnFY £NGIN[ER OF IKIRK OF ANY CONFUCTS OR ANY OTHER UTIUT/ES E:NCOUNT[R[O PRIOR TO PROCEEDING 111111 CONSTRUC110N. 2. CONTRACTOR SHALL TAKE PRECAUnONARY MEASURES IO PROT[CT THE UTIUTY UN£S SHO'M>I AND ANY OTHEff UN£S NOT OF RECORO OR NOT SHO'M>I ON THESE: PLANS. ANY PAVEMrNT OR OTHER EXIST/NG SURFAC£ IMPROVEMrNTS DAMAGED BY CONTRACTOR SHALL BE R[PLACfD AS REQU/R[O BY THf Clf'f OF CARLSBAD ENGINEERING DEPARTMENT. J. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING 10 BC IN FORCE: BY THE CONTRAC10R AT ALL TIMES. NEITl/£ff THC OWNER NOff THE ENGINEER r.F ltORK lllll E:NFORC£ SAFETY MEASURES OR REGULA 1/0NS. 111C CONTRACTOff SHAil 0£SIGN, CONSTRUCT, AND MAINTAIN ALL SAffTY OEWCES, INCI.UOJNG SHORING, ANO SHAil BE SOL£!. 'I RESPONS/81.£ FOR CONFORMING TO ALL LOCAi.. Sf A TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAIIS ANO R£GULA 110NS. 4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHO'M>I ON Tl/ES£ PLANS ARC M£ASIJR[0 IN A HORIZONTAL PU.NE. :J. THC DISPOSAL OF AN'f ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE 111711 ALL CURRENT LOCAL. srA TE ANO FEDERAL REGULA T/ONS. 6. THC WORK 10 Bf. DONE SEC110N ON THIS SHEET LISTS THE STANDARD SPECIF/CA 1/0NS ANO ORAIIINGS USfO OUR/NG THE IMPRO',fMENT Pl.AN/ GRADING PLAN DESIGN. Tl/ES£ Pl.ANS HA If: BEEN PRE:PAR[D IN ACCOROANC£ 111111 THC CURRENT WITIONS OF THE STANDARO SPECIF/CA T/ONS ANO DRAIIINGS IN EFITCT ON THE DA TE OF THE SIGNA IURE BY THE ENGINEER OF ltORK. AIR OUAUTY NOTES I. All GRADING SI/Ail 8£ DON£ IN COJIPIJANCE HITH S!)APC/J ANO CARD STANDARDS ANO RH}Ulf/£Af£NTS ANO WST CONTROi. STANOAROS IN Till£ 2, OF /HE CAUFORN/A AOI.HNISTRA T/ON COO£. 2. WA TE11fN() OF THE GRAO/NfJ SIT£ SHALL TAK£ Pl.AC£ 8EFOR€ ANO OIJR/NfJ GRAOINO IFEJ?A T/ONS TO MIN/1,(!ZC 011ST r;fJ{{;J/A llCW. A WA lll7 TRI/CK SHAlL 8£ REQIJIRED TO 8£ ON SIT£ AT All llVES TO /HE SA llSFACllON OF /HE CITY [NC/NEEi?. WORK TO BE DONE: THE: GRADING IKIRK SI/ALL CONSIST OF THE: CONSTRUCTION OF ALL CUTS ANO FILLS. DRAINAGE FACIU11[$. EROSION CONTROL FACIUTl[S, ANO PLAN11NG OF PrRMAN[NT LANDSCAPING ANO PRU'ARA TION OF AS-BUILT GRADING PLANS. ALL AS SHOl\li OR REOUJR[D ON THIS SfT OF PLANS ANO THC CITY STANDARDS. SPEC/FICA 1/0NS. REQUIREMENTS, RESClU110NS ANO ORDINANCES CITED ON Tl/ES£ PLANS. TH[ GRADING IKIRK SHAil IJE PERFORMEO IN ACCOROANCE 111111 THE FOLLO'MNG DOCUMENTS. CURRENT AT 111£ 11MC OF CONSTRUCTION, AS DIRECTfO BY THC CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE: 2. CfTY OF CARt.SBAO SfANOARDS J. THIS SCT OF Pl.ANS 4. R[SOI.U110N NO. 5451 ANO 5464 OA T[O S£PTEMBER 17, 200.1 :J. THE: SfANDARO SPEC/FICA 1/0NS FOR PUBUC ltORKS CONSTRUC110N (GRffN BOOK) 6. SOILS REPORT ANO R[COMMENDA nONS BY PACIFIC SOILS OA T[O 10/17 /97 AND ADDfNDUM OA T[Q 08/01/01. 7. THE: SAN DIEGO AREA REGIONAL STANDARD DRAIIINGS ANO AS MAY BE MOOJFl[D BY 111£ CITY OF CARLSBAD STANDARDS. 8. THC CARt.SBAD MUNICIPAL WA rrff DISTRICT'S STANDARDS AND SP[C/FICA 1/0NS FOR WA T[R, SC\1£R ANO R[CI.A/M[O WATER. 9. 111£ CAUFORNJA OEPARTl,/[NT OF TRANSPORTAnON, •MANUAL OF "fRAFFIC CONTROLS FOR CONSTRUCT/ON ANO MA/NT[NANCE IKIRK ZONES". 10. 111£ CALIFORNIA OEPARTMENT OF TRANSPORTA 110N STANDARO SPECIF/CA 1/0NS DOCUMENT NO. 769692. 11. THC CALIFORNIA OfPAR1MENT OF TRANSPORTA 110N STANDARD PLAN, DOCUMENT NO. 759691. 12. 1HE STORM WATER POLLUTION PRE\£NnON PU.N (S'ltPPP) PRE:PARtD B'r' POC DA TEO APRIi. 2004. QIJAN11TY UNIT 4 EA 639 [J 12. EA 8 EA 850 EA PJ ! PE 694.S! !FF 695.2! IGFF 694.51 ® I ~ '0-~ -◊ Gc+-------3 ------,@ --w-- -----1@ --s-- --,,-v-__ \L __ - ------ ~SC •-_,,w···•••••••••••·· ·-••• • ••• .,,•· -·•··· .... , _ _,_ .... --··· ---,...,~- -II--11--, , I I I I I I I I I I I I I I I I I 111111111111111 HHQHH- ---<l----<O>----<O>--- .... II ■■■■■■■■■■■ --01----<0>---- [SJ ' [D, 0 ' " ---..... ® -H ...,,,,' Pl.AN NIJJ./BER (R=R£VERS£) LOT NUMBER PAO £!.[VA TION FINISH FLOOR El.EVA 110N GARAGE FLOOR El.EVA110N BACKFlOW PRE',fNTffi REQUIREO AIR CONDITIONING PADS SWALE (1:r MIN.) SWALE HIGH POINT 111111 now UN[ El.[VA T/ON CURB INLET STORM DRAIN PIPE: STOR/J DRAIN BOX (CLEAN OUT OR rwc .,. INLET) STREET UGHT FIRE: HYDRANT WA T[ff LA 7E:RAL WAT[ff MAIN SfltER LA lERAL SCltER MAIN . TOP /TOE 51.0PC SIJBOIVISON BOUNOAR'f FINISH GROUND CON TOURS (PrR GRADING Pl.ANS) OAYUGHT UNE RETAINING WALL rwc P£R Pl.AN { S£PARA TE ffRMIT REQUIRED) 5' -o• HIGH 11\?0D FENCE . 5'-0" HIGH 11\?0D GAIE' 5'-0" HIGH IUBULAR STEEi. FENCC 6'-1 MASONRY PILA5rrff5 5'-6' MASONR'f WALL :J' WROUGHT IRON FENC£ 'MTH JxJ POST ANO DrCORA Tl\£ CAP S' ENHANCED 11\?0D FENCE 11\?0D ffNCC AT RETAINING WALL DR/1,fWA'f STEP TO GARAGE GAS SERVIC£ .. El.£CTRICAL TRANSFORMER (SOC£ 3421) ABO\£ GROUND ELECTRICAL HANDHOCE (SOGC 3312) BEi.OW GROUND . . . . . . . . . El.ECTRJCAL/CAlll/PHON! RISERS . . . . . . . . FIBER ROLLS . . . J• P~ YARO 0/?AIN · · GRATE INLE,S. 4 • NOS A TR/VI,/ ORA/If OR APPROVE:O EQUAL , , SIDrWALK UNOERDRAIN P[R 0-27 ---GRA.U AAGS 22. IMPORT MA T[R/Al SHAil BC OBTAIN[O Fl?OM, ANO WASTE MA rrfflAL SHALL BE O£POSITED Ar. A SITE APPROV£0 BY 11/C CITY [NG/NEER. mr CONTRACrOR SHALL 8£ R[SPONS/81.E FOR ANY DEBRIS OR DAMAGE OCCURRING ALON/; IRE HAUL ROUTfS OR ADJACENT 511'/ITTS AS A RESULT OF THC GRADING OPERATION. i)WNER'f)EVELOPER QUOT[O BEARINGS FROI.I RUER£NC£ MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYS7™. EARTHWORK OUANTTTlES 5 E"A • • o o o o O I • I O • , • • · · · . , , · .J" PYC. YARO ()/IAlfi CI.F,/,t/ (Nf 2J. BRUSH SI/All BE RfMOVEO ONl Y 111111/N TH( ARfA TO BE GRADED. NO TREES ARE TO BE REl,IOV£0 UNLESS SP£CIFICALL Y NOlfO ON me: Pl.All. 24. All AREAS SHAil BE GRADEO 10 DRAIN. GRADING RESUL nNG IN THE: PONDING OF WAIER IS NOT P[RMlrrrO.All E:ARTHE:N SWALES AND 0/TCHES SHALL HA',£ /:f MIN. SI.OPE: 2:J. THES! Pl.ANS ARE SUB£CT 10 A SIGN[O AND APPROVE:O SE:T OF EROSION CON/Ra. PLANS. £ROS/ON CONTROi. SHALL BC AS 51/0'M>I AND AS APPROVE:0 BY THE CITY [NG/NEER OR AS 0/RECT[D B'f THC PRO£CT /NSP£CTOR. 20. ALL st.OPES SHALL BE TRIMM[O 10 A FINISH GRADE 10 PROD/JC£ A UN/FOR/,/ SURFACE: AND CROSS SfC110/I. THC SITE SHAil BC LEFT IN A Nf:A T ANO ORDERLY CONDITION, All STONES, ROOTS OR OTHER 0£BRIS SHAil BC RfMO',fD ANO DISPOSED OF AT A SITE APPROV£0 OF BY THE CITY [NG/NffR. NOTE: NAM£: ADDR£SS: PHONf: GR£'rSTONE HOMES 1525 FARADAY AV£NUE, SUITE 300 CARI.SBAO, CA. 92008 (760) 918-7765 THC CONSTRUC110N DF' UNDERGROUND FACIUT/ES SHALL NOT BEGIN UNTIi. A LErrrR HAS BITN SUBMITT[O ro 111C CITY ENG/NE£R FROM 1HC SOILS ENGINEER STA 11NG THE: scmEMENT FRO/,/ ROUGH GRADING IS COMPLETE. LEGALDESCRJPT10N CUT: .. FILL: IMPORT: EXPORT: REMEDIAL: . . . . . . . . . . 200 C'f . . . . .. . . . . . O CY -----......... O C'f ............ 200 CY 0 CY NOTE: THE ABO\/£ QIJANT/11£5 ARE FOR BONDING PURPOSES ONl Y AND SHOULD NOT BE US£D FOR FINAL PAY QUANn11£S. NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS UNLESS O11-iERWISE INDICATED. PLANNING DEPARTMENT APPROVAL ~-,O~•Jrk, DATE: 8/tf Pf- (SIGNED) MICHAEL J. HOLZMI LER, PLANNING DIRECTOR fl ,,____DATE: tJli~M "AS BUil T" RCE #ft;(i EXP. lt-3/·flfl DATE I V -/ .. i t ., 2l. ALL Sl.OPES SHALL BE: IRRIGA T[{), STABHJZ[f), PLANrrD AND/OR HYOROSf[O[O MTHIN TEN (lo) DAYS OF THE: TIME: 'MIEN EACH SI.OPE: IS BROUGHT ro GRADE: AS SHOl\lt ON THE APPROVE:0 GRADING PLANS. 211 LANDSCAPING SHAil BE ACCOMPUSHEO ON ALL SI.OPES AND PADS AS RfQUJREO B'f 111C CITY OF CARLSBAD LANDSCAPE MANUAi., THC LANDSCAPING PU.NS FOR mis Pff0£CT, ORA I\ING NO. Jll-JI., ANO/OR AS 0/R[CTEO BY THE Clf'f ENGINEER OR Pl.ANNING DIRECTOR. BRESSI RANCH REFERENCE DRAWINGS S£E DRAWING NO. 400-8 FOR BRfSSI RANCH R£S/0£N11AL STREET IMPROVEJ./[NT PLANS. S£E DRAWING NO. 400-BA FOR MASS GRADING ANO EROSION CONTROL PLANS. LOTS 12 AND 16 OF CARLSBAO TRACT CT 00-06 IN 111£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA ACCORDING TO 111E MAP THER[Of NO. 14600, F/L[D IN IH£ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 29, 200.J, AND THE REMAINO[R LOT Of CARLSBAD TRACT NO. 02-14 UNIT NO. 6 IN 1HC CITY OF CARt.SBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA, ACCORDING ro MAP 111[R[OF NO. 14779, F/L[D IN THE: omce: OF THE COUNTY RE:COROER OF SAN Dl[GO COUNTY ON APRIL 29, 2004. THIS PLAN SCT INCLUDrS ONLY LOTS 449 ro 452. PROJECT LOCA T10N PRIVATE CONTRACT (SiGNED) RECOMMENDED BY: l'Jui,),(' I~ (PRIN NAME) ~ IEWED BY: l IN~;EC;~f-~2 s:::a ?Sl't(~ 'I .1 . CONTRACTOR'S NOTE UNAUlHORIZED CHANGES & USES: The engineer preparing these plans will not bei responsible for, or liable for, unauthorized thonges to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. SE:E DRAIIING NO. 400-BC FOR BRESSI RANCH RESIOCNnAL S10R/J DRAIN PLANS. S[C DRAWING NO. 41J-2 FOR BRESSI RANCH R£SID£NTIAl 1/.IPROVEMENT PLANS Sff DRAIIING NO. 41J-2A FOR BR[SS/ RANCH RESIDENTIAL GRADING PLANS THIS PROJ£CT JS LOCAi[() Ill/HIN ASS£SSORS PARCEi. NUMBER(S) 213-121-0J, 213-122-04 /HE CALIFORNIA COORDINATE INDEX OF THIS PffOJECT IS: 1990-6252 1----1,----1--------------1---1----1---1-----II Sl-1,ET I CITY OF CARLSBAD ISHEJETSI ~ 11 \._ •.•. ENGINEERING DEPARThlENT :==~===========~== I Colifornlo Council of Civl Engineers IMPORTANT NOT1C8 PRoJECTDESIGN CoNSVLTANIS BRESSIRANCH5PLA0NNJNGLAAREA 12 1· Sectlon 4218/4217 of the Government PIANNIMJ ♦ ~ ♦ EM:llNEl!RlMJ ♦ SUKVBY/GPS MQOC-.l HOM£$ l'.LQT,S 449 7iQ 41:.21\ Code require■ that a Dig Alert ldentif1<0\ion 701 BStrcc~ Suite 800, SanDicgo, CA 92101 l----+--+-----------------+---1-------4---1-----1 ~I \I v. J &: Land SYrveyore Number be issued before a 619-235-6471 FAX 619-234-0349 I Construction controctor ogree, that in accordance witt-1 generally accepted corstructlori •permit to Excavat1• wiU bl varid. NCH M'.ARK I APPROVED• ~~ E>'J'IRES 1jfi1 /tS t I ( · t · t t ·11 b I It "b f ~or your Di• "ert I.D. Number CoU B'r t----f---11----------------+---ll----+---I-----I · ~ ._,.,~IE "I hL ; --,'_ practice~, cons ruction con roe or w1 , required to assume so• and comp e • respons1 H:, Qf Coliforn ra Coun ell r' • 1"11 C.j L~ [,: · ~ n!AI • "'W ' job sitt condition1 during tht couru of construction ~, th project includlng S<Jfety of al ;rnrsons • • Underground Service Alert 0£~"0 'P71Q·"· B'0 ASS 01S/( lN CONCR·~TE ,., A STANDARD SUR•cy .....,L ON t ~• ond property. thot this requiri,rnent shall be rnada to apply continuously :Jnd not bt limited to, of C1vl Enganeera """''' n. "· '"-"' '' ,i;;, rrcL w;R::E:=•=!l===-:=;-:WO:':=~D=C=====-======::.::::~ TOLL FRI!■ 1-800-411-4131 CENTERL'NE OF EL c·"'l"O ocAl , .2~!//'.!:5!!i/O~"'µP0~C~f--•2:;,4~5:__-8=(1/!!t,_:!.7_• _ _:__ _________ 4 __ -l-:•:..__.)_ _ _jl___-l ~ .------'-'--. normi:JI working fiour9, ond construction cortrador fur+.her agree, lo defend, indemnify and hold & Land Surveyors 1· 11mn m:., r-OWN BY PROJECT NO DRA O I performonce of work on this project, excepting liability arising from th8 sol• negligerce of city of REVISION DESCRIPTION ( ' ~ L,:'.ci:::ty_:o'.:f:;'.So~•:_::D:1e:go:::ho:::;,m_l_•s_•_fr_om-o-ny_o_n_d_o_u _no-bi-lit-y,_,_•ol_or_o_il_•g-•d_._'"_'_o_nn-•c_t_,on-•i-th_t_h• _____________ T•_o_•_ork.:i:n9=do=y•=b=•f=oce=-y-ou_tfi_,g _______________________ l.::OCA:.::71::0li:::: '.....:COU:::N;:TY:::;Of:::;S:;A::N::O::/f::GQ=B::fN::C::H::M:.AR_:K:.:D£:Sl::GN::A::T/::ON2:;N;;;;O~.;;;ff;;78;;00::::2::88::+::8::9::E::C::...J:D:A:TE::..::IN:_l.:TI:::A:::LL __ _:.:::.::.::..:::::.:::...:.:.::. ___ ~~DA~T~E~l~N~ITI~A~L:LD~A~TE~~l~Nl~TI~A~L.ciH~K;D=;1'~-~~;::!..!::::;::;:::;:=,;;:::, ~.!::::::::::Wl:::N::O::::N::::, :::!J •. 500 Diego prnfessionot El.£VAT/ON: 311.407 /J.S.L. DATIJM: N.G.V.O. 29 ,NGINEER OF \\ORK OTHER APPROVAL CllY APPROVAL RVWD BY: CT 02-14 l.1 41J-~./l T.·\Eogr\2407\PA!2\Plot Plan\PA/2-Modei\2407_,2_Mplt01 iwg 04/30/2QCi 12:25:27 ?M PDT ",45,BIJ I I. T'~ t 1. L. ~ • ilrn lw 1 1:11111111 i I KEY MAP LEGEND r I I PROJECT BOUNDARY LOT LINE SHEET NO. LOT NUMBER MAINTENANCE/STORAGE NOTE: CONTRACTVR TO PROl10E MNNTENANC£/STORACE AN!) CONCRETE" 1/'ASHOIJ T A~ Pl.AN TO TH£ Cl TY IT CARI.SBAO PRIOR TO START IT CONSTRI/C710N. LOT SUMMARY LOT ASSESSOR S/Tc PLAN NO, PARCEL I ADDRESS TYPt:: -- KEY MAP SCALE: 1 • = 100' BACKFlOW FOUNDATION PREVENTOR CATEGORY ---- GARAGE ARCHITECTURAL POPOVT (VARIES) FOUNDATION UNE 0 FACE OF GARAGE PROPERTY UNE TYPICAL POPOUT DETAIL Nor ro SCALE Fr BUILDING FOOTING . . . . • '' ' i. J" PVC YARD DRAIN AT - CL Of SWAlt:: UNLESS OTHERftTSE SPECIFIED. I I J I ?' MAX I I,~ 12' STRIP l 2' MAX :,.--, STRIP 16' ~ ' PASADENA DRIVEWAY DETAIL ( TYP) N. T.S I ,_I ~I II FENCE DETAIL PER LANDSCAPE: PLANS J' MIN. SIDEYARD DETAIL Nor TO SCALE Pl EROSION CONTROL NOTES: I. IN CASE EMERGENCY WORK IS REQU/REO, CONTACT JIM URBINA AT (760) 715-7712 (Cfl.LUI.AR) OR KRISllNE ZORTMAN OF LENNAR HOMES Ar (760) 918-7765. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE: MADE: AVAILABLE Ar ALL TIMES DURING THE: RNNY SEASON. ALL NECESSARY MA TfRfALS SI-/ALL BE: STOCKPILE{} ON SITE Ar CONl,Uv/ENr LOCATIONS TO FACHJrATE RAP/0 CONSTT?UCllON OF TfMPORARY DEVICES WHEN RNN IS IMMINENT. J. DEVICES SHO'M# ON PLANS SHALL Nor BE MOVEO OR MOOIFIEO 'MT/IOI.Jr THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. T/IE CONTRACTOR SHALL RESTORE ALL EROSION CONT/la. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFAIL 5. T/IE CONmACTOR SHALL INSTALL A{}DlllONAL EROSION CONmoc MEASURES AS MAY BE REQUIRf{} BY THE CITY ENGINEER out: TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. T/IE CONTRACTOR SHALL 8E RESPONSIBLE ANO SHALL TAKE: NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS ffRE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONT/la. MEASURES PROVIDED PF:R THE APPROVED GRADING Pt.AN SHALL BE: /NCORPORA TED HEREON. 8. GRADED AREAS AROUND THE: PRO..£CT PERIMETER MUST DRAIN AWAY FROIJ THE FACE OF SLOPE AT THE CONCLUSION Cf' EACH WORKING DAY. 9. ALL REMOVABLE PROTfCTIVE DEVICES SHO'M# SHALL BE: IN Pt.ACE AT T/IE ENO OF EACH WORKING DAY 'MIEN THE FIVE (5) DAY RAIN PROBAB/LJTY FORECAST EXCEE{} FORTY PERCENT (40~. SILT ANO OTHER DEBRIS SHALL 8E REMOVED AFTER EACH RAINFAIL 10. ALL GRA\.fl BAGS SHALL BE BURI.AP TYPE 'MT/I J/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE: EFFfCTIVE COVERAGE OF GRADED S/..OPES (90,r COVERAGE} PRIOR TO NOVEMBER 15, TIIE S/..OPES SHALL BE STAB/LJZEO BY PUNCHED smAW INSTALLED IN ACCORDANCE 1',1/H SECTION 35.02J Cf' THE EROSION AN{} SEDIMENT CONT/la. HAN{}BOOK OF TIIE OEPARTMENr OF CONSERVATION, STA rE OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION NOTES: ALL PERMANENT AN{} TfMPORARY EROSION CONmoc Pt.ANTING AN{} /RR/CATION SHALL 8E INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE srANOARO SPECIF1CATIONS ANO T/IE FOI.LOl',ING: A. HYDROSEEDING SHALL BE APPLIED rO: I. ALL SLOPES Tl/Ar ARE GRADE{} 6: I (HORIZONTAL TO VERTICAL) OR STEEPER W/-IEN TIIEY ARE: a. THREE FEEr OR MORE IN HEIGHT AN{} ADJACENr TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED A.A TTER Tl/AN 6: 1 'MIEN ANY OF THE FOl.lOftTNG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) 1',171/IN 60 DAYS OF ROUGH GRADING b. /DENT/FIE{} BY rl-lE PARKS ANO RECR[A TION DIRECTOR AS HIGHLY VIS/BL£ TO THE PUBUC. c. HA VE ANY SPECIAL CONDITION /DENT/FIE{} BY TIIE CITY ENGINEER Tl/AT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA 7fO IN ACCORDANCE 1',111/ THE FOLLOWING CRITERIA: 1. ALL S/..OPES T/-/AT ARE GRADED 6: I OR STfEPER ANO T/-/AT ARE:: a, THREE TO [/Giff mr IN HEIG/ff SHALL BE: /RR/GA TEO BY HANO WATERING FROM QUICK COIJPLERS/IIOSE BIBS OR A CONl,UvTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLF:R HEADS PROVIDING 100,r COVERAGE. PA{} TEMPORARY EROSION CONTROL PLANT1NG AND IRRIGATION NOTES: <CONrl 2. rYPE I MUl.CH APPUED AT TIIE RA TE OF NO LESS T/-/AN 2000 lbs PER ACRE. rYPE 6 MULCH (STRAW) MAY BE SUBSllTUTfO, ALL OR PART. FOR HYDRAUUCALL y APPUEO FIBER MATERIAL I'll-Im smAW IS USE{} IT MUST BE ANCHORED TO T/IE S/..OPE 8Y MECHANICALLY PUNCHING NO LESS Tl/AN 50,r OF Tl-IE: STRAW INTO THE SOIL. J. FERlll/ZER CONSISTING OF AMMONIUM PHOSPHATE SUIFATE, 16-20-0, ti/TH 75,r SUI.FUR APPUEO AT THE RA TE OF 500 lb .. PER ACRE. 0. AREAS TO Bf: HYVROSITDEQ SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE: Pt.AN7f0 BY ANY OR A COMBINATION OF: a. mACK WALKING SLOPES STEEPER T/-/AN 6: 1 b. HARROWING AREAS 6:f OR A.AT7ER THAT ARE SUfflCIENTLY fRIABI.E. c. RIPPING AREAS Tl/AT ll1U. NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING rl-lE SOILS SO T/-/AT IT IS SU/rABI.E FOR PLANTING BY: a. AD.IJSTING T/IE SURFACE SOIL MOISTURE TO PROV/OE: A DAMP BUT NOT SA TURA TEO SEED BED. b. T/IE ADDITION OF SOIL AMfNDMENTS, PH AO.IJSTMENT. LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABI.£ CONDITIONS FOR GROWT/1. FF=100.0 FORMED URFACE E. HYDROSEEDED AREAS SHALL BE: MA/NrAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PRO.ECT IS PERMANENTLY LANDSCAPE{} Off, FOR AREAS WHERE HYDROSSEDING IS Tl-IE: PERMANENT LANOSCAPING, UNTIi. T/IE PRO..£CT 15 CO!./Pl.£7f0 ANO ALL 80N{}5 RELEASED. IF NEEDED -NO SCALC 10!f LOT ftTDTH (5' MIN.) I i-• -.:ra::;.=:=:--7 I 46' MIN. f ;r SWALE: ,O' MIN. I -n RET. WALL SEE: DETAIL "A. I (TYP.) t 5' MIN. l A REARYARD SETBACK 20!f LOT ftT{}lH 10!f LOT ftTDTH (5' MIN.} A L____...j l 1------' 8' MIN. I -;;~~;;::t:t=t===~,,,,FIBER ROI.LS ALONG = CURB ,t GUTTER RIGHT OF WAY (20'±) PORCH SETBACK ----R=5' (TYP.) STREET SLOPE a~__, PLANNING AREA 12 MODEL HOUSES TYPICAL LOT DRAINAGf AND EROSION CONTROL. N. T.S. 5' rt SIDEYARO FENCE PA{} y' i> ETAINING WALL MIN.DISTANCE ro FACE OF WALL PROP. MIN. pRAINACE:G DISTANCE J TO 81.D NOTE: DEEPENED FOOnNG SHALL EXTEND t' MINIMUM SWALE 5' MIN. F.F. 15 MIN. NO SCALE FINISH GRADE: 449 21J-,80-25-00 2779 PALMETTO DRIVE: 4C NO * FL aEV PfR PLAN DETAIL: RETAINING WALLS b. GREA TER T/-/AN 8 ITET IN HEIGHT SHALL BE: WA 7Dlfl) BY A CON1,Uv710NAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEA{}S PROVIDING ,oo,r C01£71/\GE. BELOW LOlt£ST ADJACENT Fl.Oltt/NE ELEVA nON DETAIL 'A' 450 21J-,80-26-00 2775 PALMfTTO DRIVE: 18 NO * 451 21J-180-27-00 2771 PALMETTO DR/Ve 2C NO * 452 21J-180-28-00 2767 PALMt::TTO DR/Ve JA NO * * SEE FDUNDA TION DESIGN RECOMMENDATIONS ON SOILS REPORT NAMED • INTfJI/IJ AS-GRADED REPORT Of ROUGH ltND F1N£ GRAOING,MODEI.. LOT COI.IPLEXfS ltND PHAS! 1 PRODUCTION LOTS • PER LEIGHTON AN{} ASSOC/A TES. INC. DA TEO N'l?IL 27, 2004. 0. 5' A ClESS STRIP R/W 60' R/W JO' JO' IJ' 17' 17' TJ' 5' _, _ 7.5 7' .tl-------c;~T O'=-_ ,..J-~~10'--::' c--------t-1-----f..-C'5--lf--+-' ~5c__.' ~ 1-'0~-5~'EA.,,,CC£"'-"'SS'-- ARKIN TRA \.fl TRA \,fl ARKl STRIP FIR HYDRANT AS SHOIW ON S (TYP.) S7RUCTURAL SECTION I TO BE DETERMINED BY S0/1.S ENGINEER (MIN. SECOON 4 • AC OvV? 6" AB) STREET UGI-IT AS SHOIW ON PLANS (TYP.) 10' MIN. ~ 10!f LOT ftTDTH (5' MIN.) HOUSE SETBACK I 46' ~-2' MIN. b "' 16' NO SCALE 2R 3R 4 R=5' (TYP.) CURB & GUTT[R REARYARO llt81 WIDTH R.O.W. 2. AREAS S/..OPED LESS THAN 6: I SHALL BE IRRIGA 7f0 AS APPROVED CITY ENGINEER, PRIOR TO HYDROSEEO/NG. T/IE DE\.flOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. TIIE PROPOSAL SHALL 8E SPECIFIC REGARDING THE NUMBERS. rYPES & COSTS Cf' THE MMENTS OF THE: PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN T/IE MOISTURE l£\lfl. Cf' Tl-IE: SOIL AT THE OPTIMUM l£\lfl. FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TIIE FOI..LO'MNG: 1. SEED MIX SHALL CONSIST OF NO LESS Tl/AN: a. 20 lbs. PER ACRE OF ROSE Cl.OVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOi. CIA CAUFORN/A d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA e. J lbs. PER ACRE OF Al YSSUM (CARPET OF SNOW) f. I /2 lb. PER ACRE OF DIMORPHOI.ECA 1J. ITEMS c,~e, ANO f OF Tl/IS SUBSECTION MAY BE: OM/17f{} ON LOCATIONS WHERE mt: AREA BEING HYDROSEEOEO IS Nor VISIBLE fROlrl EITHER A PUB/JC STREET OR RESIDENTIAL smucTURES. h. ITEM a OF THIS SUBSECllON MUST 8E INOCULATE{} WITH A NITROGEN FIXING BACIUIIA ANO APPUED DRY EITHER 8Y DR/LUNG OR BROADCASIING BEFORE HYDROSEEDING. L ALL SEE{} MATERIALS SHALL BE mANSPORTfO TO 11/E JOB SITE IN UNOPENED CONTAINERS 'MTII THE CAUFORN/A DEPARTMENr OF FOOD ANO AGRICULTURE CERTIFICATION TAC ATTACHED TO, OR PR/NTfD ON SAID CON TA/NERS. j. NON-PHYTO-TOXIC K£mNG AGENTS MAY BE ADDE{} TO TIIE HYDROSEEO S/..URRY AT THE DISCRETION OF THE CONTRACTOR. • STREET NO SCALE IT r--rr= u- ,( 1J' PARKWAY L TR,N>ISITIOf/ . r,:~-o/, <;/DEWAU< y 14% MAX - ·1 .,. SECTION B·B NO SCALE GARAGE ,..> , ~i$ {I"'~ J SWALE: f "AS BUILT" ~.,...._ -/.-" -<• ~-:J-cf'-"S RCE 4~f(i~ EXP. (2-3(-08 DATE ~IEWED BY: . 4• NON-CONTIGUOUS P. C. C, SIDEWAU< PA-12: TYPICAL LOT AND SETBACK REQUIREMENTS PRIVATE CONTRACT c ~R-O =t=(L or-kif/21f5: INSPECTOR.-DATE <o SEY-f:R (C- 1 900) 7' 7' W. TER 10' UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED smEET TYPICAL SECTION, NO SCALE ~ \[ftgr\2407\PA! 2 \Plot Plon \PA ,12-Mcdel \2407 _ 12_ivlpit(;2. dw9 07/21/2004 09: !:): JJ .AM POT BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ~L ON CEN TERUNE Of EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC UEVA TION: JH.407 M.S.L DA TUM: N.G. V.O. 29 NOT TO SCALE PRoJECTDFSIGN CONSULTANTS PlANNJNO • ~ • llr«liNBl!RJNO • SUJM!Y l'OP9 701 B Strcc~ Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIEIDS. R.C.E. 4295f DAT[ REGISJRA TION DESIGNED PM ~ EXPIRES 0l-31-0e B'I: REVIEW: ¾ i•l./•O'f SURVEY RE"1EW: t--~f----+------------1--...i......-.L..-L-__JI SH.2ET I CITY OF CARLSBAD ISI--IEJETSI ~~~.;:;::::;::=E=N=Gl=N::::EE=R=IN::::::G=D::::EP:::::AR:::Th1:::::E:::NT::::::::=~==~ PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 12 t---+---+----------l----1-...1...---1-___J MODEL HOMES (LOTS 449 TO 452) hzcr,.,6,166':;'f-;P.;;;:'OC;;:--+. .. ;-;;.479.c/3(./.,7;lt.,=q---------l--t--.J.---I-----I '~i~D: ~r:nLrr~· DATE INlllAL GINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INITIAL O11-IER APPROVAL CITY APPROVAL PROJECT NO. CT 02-14 (6) DRA~NQ NO. 41J-2C ~ i ' 0~ 004 l I l 1 I ~ ! i I ! " ', i ! i l I 4 I ·S t i I ~. l l ; I ' I ! ~{ ;1 i I ~ ' i i I • •::·.; E,7 .. ·· ::-':; .i i ' I " '·<~·-'' ;,-. '- + ii ,, I' ii ii ;, I ~ I r i + ' :~i ,~:s: ' ' .~ : ---I; I ' 1 •• l~ : ! f : I · :rJ~~. : /~;,~ : . ' / / ex ::x=x. ~1 " - ~ I FF 209.7 I I rr:.7, 209.4 ~, HP \IS+lt!o,tttttt1 ( 45 2 ): 16 5' -lf.§." 7 M,__ I \. 2f!.11 w J PVC Fl. 207.5 ~\ ~ L,.,__4 .--1 ~ 2\ \ lP£2o9.1I Rlt.1209.1 ~ \ ·, -11J!'..--~irr_21_0.M--o_n_2_os_.,r 11 ~~ '.t-14,6 \ ) \ ., ';j --w 209.2 FG 209.4 HP _/ ~ ~ 209.8 Jl.07' HP I i I I ,210.0 r -w- BENCH MARK SE"ll£R c.o. RI/,/ 211.36 I / ' / ' ' ! / 90.85' i I / DE:SCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SURVE:Y ll£U. ON CEN7UIUN£ OF a CAMINO RfAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DE:!i/GNA TION NO. R1800 288+89 EC filVATION: Jll.407 M.S.L DAIUM: N.G.V.D. 29 i:\[ngr\2407\PAU\Flot ?i'an\,C.J.J2-Mvcfei\24:;7_12_MpitSJ.ONG S7/21/20C4 09:09.51 )ti,t µQT "1 ~· ;;:; k " ·-.._ ~, ,..... ~ . "' ~ ~ 1 /t1 ~ \ r r 7---r ~ / >:._; ,~ I I I I 1 I I I I I f I f / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I il/J, I I I I I I I I I I 1 I f I I 0 10 20 40 60 GRAPHICAL SCALE .. , FESSJ :( t,t ,._ "' ,J> -u No. 42951 ~ ~ Exp. 0J-Jl-08 f;;; C/y\\. OF C/\\.1 I I I I ' ,, I I I I I I PROJECTDFSIGN CoNSULTANIS PlANNll'«1 • ENvnDiMBNrAL • &«lJNBi!Rlr«J • SUIM!Y'IGPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELDS, R.C.E. 42951 DATE REGISlRA llON DESIGNED PM ~.~ EXPIRES 03-31-IJI! BY: RE\1EW: ~ 1• 1-I• O ¥ SURVEY REvlEW: PRIVATE CONTRACT "AS BUil T" --;?'/o--..;,<" ~ ;t..,2.r--c,f RCE 4~/~(i EXP. 12-31-'18 OATe: t---+--+-------------1----1---l--__JL--__J I SHjET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 12 1---t--+-------~--1--1---L-.1 MODEL HOMES (LOTS 44~ TO 452) t--,5-D6+-POC,--+-.. .4-S--?Ja-~~-T-d----------1----1----l---.l----1,::~D=~w~~ DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION DATE INITIAL OA TE INITIAL OWN BY: g t-=-'-'-=-..&.::."""'-;,+--"'-'-=-"'-"-:.:;.;.:'-' CHKD BY: ~ ,OTiiER APPROVAL CITY APPROVAL RVWD BY: .Z ''A PROJECT NO. CT 02-14 (6) DRAWING NO. 41J-2O I I I I I I 11 11 ' . ' 11 illl'nl1 I !1'11111 l /