Loading...
HomeMy WebLinkAboutDWG 507-1A; CDP 13-20; WALLACE RESIDENCE; 01-04' GRADING NOTES (IN ADDITION TO TH[ R[QUIR[M[NTS OF CHAPTER 15. 16 or TH[ CAFILSBAD MUNICIPAL COD[.) 1. THIS PLAN SUP[RS[D[S ALL OTHER PLANS PR[VIOUSL Y APPROVED BY TH[ Cl fY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT L[SS[N OR WAIVE ANY PORTION OF Tl-IE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HE.REON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEE.R IN RESPONSIBLE CHARGE SHAU. R[VISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELl[V[ THE D[V[LOP[R OR ENGINEER-OF- WOFIK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVE.RED DURING CONSTRUCTION. ALL PLAN liEVISIONS SHALL B[ PFIOMPTL Y SUBMITT[O TO TH[ CITY [NGIN[[R roR APPROVAL. 4. A RIGHT-OF-WAY P[RMIT FROM TH[ CITY [NG/NEER WILL B[ R[QUIREO roR ANY WORK IN TH[ PUBLIC RIGHT or WAY. PRIOR TO PERMIT ISSUANCE, A CERTlr/CA TE OF INSURANCE AS WELL AS ADDITIONAL INSURW ENDORS[M[NT MUST BE FILED NAMING TH[ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN TH[ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. TH[ INSURANCE COMPANY WRITING THE POLICY MUST HA\/[ A RA TING OF "A--" OR BETTER AND A SIZE CATFGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BFSTS" KFY RA TING GUIDE. 5. NO WORK SHALL B[ COMMENCED UNTIL ALL PERMITS HAVE B[[N OBTAINED FROM TH[ CITY ANO OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF TH[S[ PLANS BY TH[ CITY [NGINE[R DO[S NOT AUTHORIZE ANY WORK OR GRADING TO BE P[RFORM[D UNTIL Tl-IE PROPERTY OWNER'S PE.RMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN /SSU[O 7. NO REVISIONS WILL BE MADE TO T/-1[5[ PLANS WITHOUT THE WRITTEN APPROVAL OF TH[ CITY £NGIN[£R, NOTED WITHIN TH[ R[\/IS/ON BLOCK, ON Tl-I[ APPRO/JRIATE SHEET OF TH[ PLANS AND TH[ TITLE Sl-/[ET. 8. ORIGINAL DRAWINGS SHALL BECOME TH[ PROP[RTY OF THt. CITY UPON B[ING SIGNED BY TH[ CITY ENGIN[[R. 9. /HE ORIGINAL DRAWING SHALL B[ REVISED ro REFLECT AS-·BUILT CONDITIONS BY TH[ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH[ CITY. 10. ACCESS FOR FIRE AND OTH[R [M[RGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT 5/ff AT ALL TIMES DURING CONSTRUCTION. 11. WHER[ TRENCHES ARE WITHIN CITY [ASUAENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEU; (B) LABOR A TORY WORK SH[[TS AND (C) COMPACFION CURVES, SHALL B[ SUBMITTED BY A PROF£SS/ONAL [NGIN[[R OF TH[ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE Fl[LO OF APPU[O SOILS MECHANICS. TH[ SOILS REPORT WILL B[ SUBMITTED TO TH[ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH[ COMPLE f/ON OF FIELD TESTS. 12. A SOILS COMPACTION REPORT ANO COMPLIANCE V[RIFICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLIN[D IN TH[ SOILS REPORT IS REQU/,RED PRIOR TO nl[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DON[ UND[R TH[ 0/R[CTION OF A PROFESSIONAL [NGIN[[R OF TH[ STA TE or CALIFORNIA PR/NC/PALLY DO/NC BUSINESS IN TH[ Fl[LO OF APPL/[D SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH[ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND n IE [AR TH WORK SPECIF/CATIONS " A TTAUl[D TO TH[ PRELIMINARY SOILS INV[STIGA TION DAILY Fl[LD COMPACTION REPORTS WILL BE SUBMITTED TO TH[ PROJECT INSPECTOR. 13. A PR[CONSTRUCTION M[[TING SHALL__B[ HUD AT THE SITE PRIOR TO /HE BEGINNING OF WORK ANO SHAii RF ATTFNDFO RY All REPRFSFNTA TIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, ![STING AND AU O (HER ASPECTS OF TH[ WORK. THE CONTRACTOR SHALL R[OU[ST A PRE.CONSTRUCTION MEETING BY CALLING TH[ INSPECTION LIN[ AT (!60) 438-389/ AT LEAST FNE.(5) WORKING DAYS PRIOR TO STARTING CONSlRUCl/ON. Tl-IE CONTRACTOR WILL TH[N BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE. PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE. AVAILABLE Pk/0,7 TO SCHEDULING TH[ GRADING PERMIT WILL 8[ PROVIDED BY THE PROJECT INSPECTOR AT /HE MEETING. 14. ALL INSPECTION RFOU[STS Ont[R THAN FOR PR[CONSTRUCTION M[[TING WILL BE. MAO[ RY CAI! ING TR[ fNGINFFRING )4-HOUR IN5PFCTION RFOI/FST ! INF AT (760) 438-3891, INSP[CTION REQUEST MUST B[ R[C[IV[O PRIOR TO 2:00 P.M. ON THF DAY B[FOR[ TH[ INSP[CTION IS N[[D[O. INSPECTIONS WILL B[ MAO[ TH[ N[XT WORK DAY UNLESS YOU R[QU[ST OTH[RWIS[. REQUESTS MADE AFffR 2: 00 P.M WILL B[ SCH[DUL[D FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGf/ TH[ D[VELOP[R AND/OR CONmACTOR 5/-IALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAfTTY D[I//C[S, INCLUDING SHORING, AND SHALL B[ SOL[L Y R[SPONSIBL[ FOR CONFORMING TO ALL LOCAL, STAT£ ANO FEDERAL SAFETY AND H[ALTH STANOAROS, LAWS AND R[GUL~ TIONS. 16. TH[ CONlRACTOR Sf/ALL CONFORM TO LABOR COD[ SECTION 6705 BY SUBMITTING A DETAIL PLAN ro TH[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DE.SIGN OF SHORING, BRACING SLOPING OF/ OTH[R PROVISIONS TO B[ MADE OF WORKER PROTECTION FROM TH[ HAZARD OF CAVING GROUND DURING TH[ [XCAVA l/ON OF SUCH TRENCH OR TR[NCl/[S OR DURING TH[ PIP[ INSTALLATION TH[R[IN. THIS PLAN MUST B[ PRE.PARED FOR ALL TR[NUl[S FIVE. F[[T (5') OR MORE IN D[PTH AND APPROVED BY THE CITY E.NGINEER AND/OR CONC[RNE.O AGENCY PRIOR TO [XCAVA TION. IF Tf/E PLAN VARIES FROM THF SHORING SYSTEM STANDARDS [STABI ISH[D BY TH[ CONSTRUCTION SAFETY ORDERS . TITLE 8 CALIFORNIA ADMINISTRA TIV[ COO[ TH[ PLAN SHA! I BE PR[PAR[D BY A REGIST[R[D [NGIN[ER AT TH[ CONTRACTORS [XP[NSF A COPY OF THE OSHA EXCAVATION PERMIT MUST B[ SUBMITTED TO TH[ INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING P[RMIT HAS BEcN OBTAINED FROM TH[ CITY or CARLSBAD. SUBMIT APPL/CATION FOR BLASTING P[RM/T WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERA T/ONS. 78. Ir ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOV[R[O WITI//N ANY WORK AR[A DURING CONSTRUCTION, OPERATIONS WILL C[ASE IMMEDIA T[I Y AND T/-1[ PERM/TT[[ WILL NOTIFY TH[ CITY [NGIN[[R. OP[RA TIONS WILL NOT RESTART UNTIL TH[ PERM/TT[[ HAS RECUl/[O WRITTEN AUT/-IORITY FROM THE CITY [NG/NEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SIT[ OR ADJACENT fH[R[TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHEI/ ASSOC/A TED GRADING [OUIPM[NT SHALL B[ LIMIT[D ro TH[ PERIOD BEJWE[N 7:00 A.M AND 6:00 P.M. EAC/-1 DAY, MONDAY THRO FRIDAY ANO NO EARTHMOVING OR G,RADING OPERATIONS SHALL B[ CONDUCTED ON W[[KENDS OR /-IOLIDA YS. ( A LIST or Cl TY HOLIDAYS IS AVAILABLE AT TH[ [NGIN[[RING D[PA,RTM[NT COUNTER) 20. ALL OFF-SIT[ HAUL ROUTE.S SHA! L Bf SUBMITTED BY THE CONTRACTOR TO TH[ CITY ENGINEER FOR APPROVAi TWO FULL WORKING DAYS PRIO/i TO BEGINNING OF WORK. 21. IMPORT MA ff RIAL SHALL B[ OBTAINED FROM, AND WASTE MA ![RIAL SI !AL.I. 8£ D[POSITED AT, A SIT[ APPROVED BY TH[ CITY [NGIN[[R. THF CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS 011 DAMAGE OCCURRING ALONG Tl-IE HAUL ROUTES OR ADJACENT STR[ETS AS A RESULT OF TH[ GRADING OPERATION. 22. BRUSH S/-IALL BE R[MOV[D ONLY WITHIN ff/[ A.R[A TO B[ GRADED NO TREES AR[ F0 B[ R[MOV[D UNLESS SPECIF/CALLY NOTED ON TH[ PLAN. 23. ALL AR[AS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SI-IALL /-/AV[ A MINIMUM ONE PERCENT SLOPE. 24. TH[SE PLANS ARC SUBJ[CT TO A SIGNED AND APPROVED SWPPP AND/UR SET OF [ROS/ON CONTROL PLANS. EROSION CONTFIOL SHALL BE AS SHOWN ANO AS APP,ROVED BY Tl-IE CITY ENGINEER Oil AS DIRECTED BY THE PROJ[CT INSPECTOR. 25. ALL SLOP[S SHALL B[ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SU,RFAC[ AND CROSS SECTION. Tl-IE SIT[ SHALL BE LEfT IN A N[A T AND ORDERLY CONDITION ALL STONES, ROOTS OR OTH[R DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SIT£ APPROVED OF BY TH[ CITY [NGIN[[R. 26. ALL SLOPES SHALL BE /RR/GA TED, STABIUZ[D, PLANTED AND/OR HYOROS[[OED WITHIN TEN (10) DAYS OF TH[ TIM[ WHEN [ACH SLOP[ IS BROUGHT TO GRAD[ AS SHOWN ON TH[ APPROl/£0 GRADING Pi.A~ 27. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH[ CITY OF CARLSBAD LANDSCAPE. MANUAL, Tl-/[ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.----~, AND/OR AS DIRECTED BY THE CITY [NG/NEER OR PLANNING DIRECTOR. T1700 0. PROJECT FILES D/2605 WALLACE/GP SH r1 .OWG ROT: o·oo·oo" 0.0000,0.0000 11/15/2017 28. TH[ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACfORS SHALL COOFIU/NATE Tl/[ WORK OF THESE GRADING PLANS WIT!-! !HAT S,YOWN ON BOT/I THt. LANOSCAPF AND IRRIGATION PLANS ANO Tl-IF IMPROV[MFNT PL.ANS AS R[QUIRFO /COR THIS WORK IN ACCORDANCE WI TH T.1-/E LANDSCAPE MANUAL TIMI: R[QUIREMEN IS 29. WHERE AN EXISTING PIPF UN[ IS TO B[ ABANOONFD AS A R[SUL T OF TH[ GRAD/NC OP[RA TION, IT SHALL B[ R[MOV[O VI/THIN TWENTY FEET OF BUILDING OR sm[ET AREAS ANO R[PLAC[O WITH PROP[RL y COMPACT[D SOILS. IN OTHER AR[AS TH[ PIP[ WILL B[ PLUGG[U WIT/ I CONCf/[T[ OR ,R[MOl/£0 AS APPROVED BY Tf/E CITY [NG/N[[R. JO. FHE CONTRACFOR SHALL 1/UllrY TH[ LOCA !ION OF ALL EXISTING FACILITl[S ( ABOVE. GROUND ANO UNU[R GROUND) WITHIN THE PROJ[CI SITE SUFrlCIENTL Y. AHEAD OF GRADING TO P[RMIT THt.· ,?[VISION or iH[ GRAU/NG Pl.ANS IF IT IS FOUND Tf/A T THE ACTUAL LOCA iiONS ARE IN CONFUCT WITH ii-IE PROPOSED WORK. )1. TH[ CONTRACTOR S/-IALL NOTIFY AfF[CTEU UTILITY COMP1\Nl[S (St.E BELOW) AT LEAST 2 FULL WORK/NC DAYS PRIOR TO STARTING GRADING NEAR THUii FACILITl[S AND SHALL COORDINATt. THE WO/iK WITH ~ COMPANY R[PI/CS[NTATIV[ UNDERGROUND SERI/IC[ ALE.RT (DIG ALE.RI) Iii/ SDG&[ (800)411-7343 AT&T (619)237 2787 SPECTRUM CABLE. (800)227-2600 COX COMMUNICATIONS (619)252-1122 CITY OF CARLSBAD(STRffTS & STORM DRAIN) (760)434-2980 Cl TY OF CARLSBAO(SEW£R, WA T[R & R[CI AIMCO WA T£R) (760)4.38-?722 32. P[RMIT COMPLIM/C[ R[QU/R[M[NTS: A. FOR CONTROLL[O GRADING · · TH[ APl'LICAN r HIRES A CIVIi ENG/Nfffl, SOILS [NGIN[ER, AND/OR GEOLOGIST ro GIi/[ T[CHNICAL AUi/iC[, OBSERVE AND CONTROi. THE WORK IN PROGR[SS /15 16.120 A.8/ CAR/_SBAD MUNICIPAL CODE. B. PRIOR TO COMP/ET/ON OF GRADING WORK -Tf![ FOLLOWING REPORTS MUST BESUBMITT£D ~ THE. CITY E.NGINEE.R VIA Till. PROJ[CT INSP[CTOR Pl'R SECTION IS. 16.120 OF Tl 1£ CARISBAD MUNICIPAL COD[: (1) FINAL ,R[PORT 8Y SUP[RVIS/NG G.1/AOING [NCIN[[R STA TING ALi' GRADING IS COMP/ET[. AIL EROSION CONTROL, S/_OPJ: Pl.ANT/NC ANO /RR/GA TION AR[ IN STAL/ED IN CONcORMANC[ WIT/ I CITY CODE ANO TH[ APPROV[D PLANS (OBTAIN S/i/APL[ Of COMPUANC[ LETTER FROM CITY fNCINE£R!NC DEPARTMENT) (?) AS-!3U/L T GRADING PLAN (3) RE.PORT FROM Tl-/,C SO/IS [NGIN[[R, WIIICH INC/.UO[S R[COMME.ND[D SOIL GEARING CAPACITIES, A STA !CME.NT AS TO TH[ EXPANSIVE. QU~LITY OF THt SOIL, AND SUMMAR/f_S OF Fl[LD AND /_ABORA TORY TCSTS. TH[ REPORT SHALL ALSO INCLUDE A STkfEM£NT BY THf_-SOILS [NG/NEER THA r THE CR ADI NG WAS DON[ IN ACCORDANCE WI TH THc R[QU/1/EMEN TS ANO RECOMM[NDA TIONS OUTL/N[D IN TH[ PRELIMINARY SOILS RE.POTIT ANO AN y SUPPU)AEN rs THERETO. ( 1) REPO/i T WI Ill AS-B!JIL T GEOIOGIC Pl AN, II R[QU/1/ED BY T/.JF CITY. (5) PERMANENT SfRUCTURiJ. BMP INSTALLATION CE_RTIFICATE. (6) P[RMITTE.D WAI.L fu/AI. INSPCCTION RFPO/IT 33. UNLESS A GR,iDING PERMIT FOR Tl/IS PRO,J[CT IS ISSUED WITHIN ON/. (1) YEAR AFTER T/-1[ CITY FNGINEER'S APPROVAL, Tll[SE Pl.ANS MAY B[ R[QU'RED TO BE R[SUBMI r rw FOi/ nANCHtCK. PLANCI ![CK rE.ES WILL BE. R[QUIREU FO,R ANY SUC/1 RE.CHECK. 3•1·. IN ACCORDANCE WIT/-/ TH[ CITY STORM WA TfR STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCL/JOE "STE.NC/LS" Bf /1UUED TO PROHIBIT WASTEWATER OISCHARG[ DOWNSTREAM. STENCILS S/-IALL B[ AUD[O TU Tl I[ SATISFACTION or TH[ CITY ENGINFLR. "DECLARATION OF RESPONSIBLE CHARGE" I H[R[BY DECLARE Tl/AT I AM THE [NG!NcER OF WORK roR THIS PROJFCT, /HA I I HAVE EXERCISED RESPONSIBLE CHARGE OV[R /HE DtSIGN Of THF PROJEC I AS O[F!NED IN SECTION 6 703 OF Tf/[ BUSINESS AND PROFESSIONS COO[, AND THI\ r TH[ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE Ch't.CK OF PROJt-CT ORAW!NGS ANO SPFCIF!CA TIONS BY THE CITY OF CARLSBAD DOES NO! R[Ut. VE ML, AS ENCIN[[R 01 WOIIK, OF MY R[SPONSIBILITl[S FOR PROJ[CT DESIGN. Fl,,M: STAFNG/NF[RING INC ADDRESS.· PO BOX 2636 CITY, STA TE: YIST A CA ~2085-2.fjJfi___ TEL[l"/-IONE· 760 1/58 8057 Br: LEONARD SCI-IA TZMANN (NAM[ OF [NGIN[[R) R.C.C. NO.: ,J=2~16~1 ______ _ R[GISTRA TION [XP!,RA TION DA ff: ~12~--~--~l/_-~2~0~78~--- SO!LS ENGINEER'S CERTIFICATE -~·--- /, MAMAOOU SAL/OU DIALLO , A R[GISTERt.D (CIVIL/ G[OTECHNICAL) ENGINEER OR TH[ s !A IE or CALIFDRNIA, PR/NC/RAU y UOINC BUSINESS IN TH[ Fl[LO OF APPLIED SOILS MECIIANICS, 1-/[REBY CERTIFY THAT A SAMPLING ANO ST/JOY OF THE SOIL CONDITIONS PREI/ALFNT 'NITHIN THIS SIT[ WAS MADE BY ME OR UNDER MY DIRECTION BF TWEEN fH[ DA TFS OF NOVEMBER )2, 2012 ANO U[C[M!J£R 2, 20_1:;j_ TV/0 COPIES OF TH[ SOILS REPORT COM,"'ILED FROM THIS ST/JOY, WITH MY RECOMMENDATIONS, /-/AS B[[N SUBMIT !ED TO TH[ OFFIC[ OF TH[ Cl TY U/G!NEER. SIGN[IJ: G.£./P.E NO.: 7704 I .540Zl___ DA TF: LICENSE [XP/1/ATION DATE: 12-31-2017~-----_ OWNER'S CERTIFICATE I ( W[ ) 1-/[REBY CERTIFY T/-!A T A REGISTERt.D SU/LS cNG!NEt,h/ OR GEOLOGIST /-/AS B[[N Ori WILi. Bf Fl[TAINJ:O TO SIJPtRVISE 01/[R-AI./ GRADING ACTIVITY AND ltOVISE ON Tl-It. COMPACTION AND STABILITY UF- Tl-'/S SITE. IF /HIS PROJECT/DEVELOPMENT IS SUBJECI TO A STJ, IE- REGULA TED SVIPPP, I (VIE) ALSO AGR[E A 0/JAL/Fft.D S'IIPPP PRACTITIONEH (OSP) HAS BEEN OR WILL BE RETA!NtU TO SUPEHV/S[ IMPLLM[NTA TION Of Th[ SWPPP IN ACCOIIOANCC WITH ii-IE CA/II-ORN/A CONSTRUCTION ORO[R ,~NU MUNICIPAL PERMIT, L_A TFST VFRSION. CHR/'5T/Nc.· WALLACE DATc SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURV[Y METHODS ·FROM INFORMATION GA THER[O ON f3-c.-"2~5,__--"7""0,_,13'"-. ___ _ BY BARGER [NGIN~F[~R=ll"!G~----·--··· TOPOGRAPHY SHOVIN HEREON CONFORMS TO NATIONAL MAP ACC~RACY STANDARDS. PROJECT LOCATION THIS ,0 ROJ[CT IS LOCA T£0 W//HIN ASSESSORS PARCtL NUMtJCll(S) 206-262-40 TH[ CALIFORNIA COORDINA T[ INDEX OF THIS PRO,J[CT IS: N 360 _. E 16 71 EROSION. CONTROL NOTES 1. IN CASE [M[RGb\JCY VORK IS REQUIR[O, CONTACT CHRIST/NF WALi ACE AT 760-845-3230 (PHON[ NUMBER) 2. EQUIPMENT AND WORkERS UJR [M[RGE.NCY WORK SHALL 8[ MADE AVAILABLE AT ALL TIMES DURING THE. RANY SEASON. AU NECFSSARY MA ![RIALS SHA!./. BE STOCKP!L[D ON :i!TE AT CONVENIENT !OCATIONS W FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES VIHEN RAIN 15 E.MINJ:NT. 3. FOR PROJf_CTS CO\/UtO HY ST kit_ SWPPP /WDIU, IN ACCORDANCE WITH TH[ CONSTRUCTION 4. 5. 6. ORDER ISSUED BY Tl-If CALIFORNIA REGIONAL WA ffR QUALITY CONTROL GOARD, Tl-/[ QUALIFIED SWPPP PlACTIT/ON[R (OSP) SI/AIL UPDA T£ ANO MAINTAIN TH[ WA T[R POLLUTION CONTROL (WPC) PLAN TO AOUi/[SS UPDA TEO SITE CONDITIONS OF THE PROJ[CT. THE UPDA !LO WPC PL4N AND UPUAT[D SWPPP SHALL EJL KEPT AT TH[ PROJECT SIT[ AND MADE A 1/AILABLE TO iH[ CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVEU SWPPP SHALL BE PROVIDED TO AOOr/ESS SITE CONDI f/ONS NOT ANTIC/PA ffD. THE. QSF SHALi. REPORT t!MP DEFICl[NCIES TO THE. CITY INSPECIDR. THc QSP Sf/ALL OBTAIN APPROVAL FROM THF QUALIFIED SWPPP DEi/ELOPER ANO Tf/[ CITY INSPf.C /OR REGARD/NC ANY SIGNIFICANT CHANC[S TO GMP DEPLOYMENT. THC CONTI/ACTOR SHJLL RESTORE ALL [ROS/ON CONTROL 0[1//CES ro WO/i.KING 0.~0£R ID THE SA TISFAC/iON OF Tl/[ CITY [NGINEFR AFTf_R [ACH RUN-OFF PRODUCING RAINFALL. Tl/£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ME.ASURE.S AS MAY BE REQUIRED BY THE °,/TY [NGIN[E.R OU[ TO UNCOMPIETED CRADINC OPERATIONS OR UNFOR[S[EN CIRCUMS ,~NCES WHICH MAY ARISE. TH[ CONTRACTOR Sl/~LL GE R[SPONSIBL[ ,IND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TR,SPASS ONTO Al':EAS WHERE IMPOUNOf_D WA T[RS CREA ff A HAZARDOUS CONDIT/Of' 7. ALL [ROS/ON CONT/iOL MEASURES PRO\/IU[O PEJi THE APPROVED SWPPP AND/OR EROSION CONTROL PUN SHALL BE INCORPO!IA ffD fl FREON. 8 GRAO[D AREAS AROU!''D Iii[ PROJECT PER/MEIER Musr DRAIN ~WAY FROM THc fAC[ OF SI.OPE AT Tl-IE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PliOTECTIV[ UcVICES SI !OWN S!IALL BE IN PL~CE AT /HE ENO OF EAC/-1 WORKING DAY WHEN TH[ FIVE. (5) DAY RAIN !'ROBABIL/TY FORECAST [XCE.E.OS FIFTY i0ERCENT (50%) SILT JNO OTIIFR D[BRIS S/-/ALL B[ R[M0\/[0 AFTER EACH RAINFAU 10. ALL GRAVEL BAGS SHILL BE BURLAP TYP[ WfiH 3/4 INCH MINIMUM AGGREGRA 7-C· ~~ 11. SI !OULO GERM/NATION OF HYORUSEFD[D SL.OPES FAIL TO PROVIDE EFF[CTII/[ COV[RAC[ OF GRADLD SI.OPCS (JO% covt.-RACE) PR/OT/ TO NOVEMUER 15, fl-/[ SLOP[S SHALL ,SF. STABIL/lLD BY PUNCH STRAW INSTA/_LED IN ACCORDANCE WITH S[CTION .35.02.5 OF I/IE E.ROS/ON AND SEDIM[NT CONTROL HANDBOOK OF THE D[,OARTMENT OF CONS[RVA T/ON, STAT[ OF CALlrORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIG/\ TION ALL P[RMANt.N r ANU TEMPORAIIY [ROS/ON CON rROL PLANTING AND IR/i/GA TION SHALL BE INSTALLED AND M,\/NTAINEO AS R[QUIR[D IN SECTION 212 OF TH[ STANDARD SPECIF/CA T!ONS AND cff FOLLOWING: A. 1-IYDROS[EOING SHAU 8£ APl'LIEO TO: 1 A!.L SLOPES Tl/A I ARC GliADW 6: 1 (HOR/10NiAL TO Vt.HTIC~L) OR SIEEP[R ,~HEN lH[Y AHE: a. /////[[ F[[T OR MOR[ IN /-IUGHT AND AOJAC[NT !O A PU!JL/C WAL/_ OR STR[[T. b. AU_ SLOFfS 4 FE[T OR MO,R[ lN 1-IE!Gh'T. 2. AREAS CRAD[D FLA TT[R THAN 6: 1 WI l[N ANY OP Tfl[ FDLLOWING CONU! FIONS EXIST: a. NOT SC/-IEDUL[D FOIi IMPROV[MENTS(CONS fRUCl!ON 0,~ GENERAL LANOSCAF!NG) WIT/-1/N 60 DAYS OF f/OUCH Gf/AOINC. b. ID[N liFl[C BY THc PARKS AND RECREATION DIRECTOR AS II/CHI Y I/IS/BL[ TO TH[ PUBLIC. c. HAVE AN'. SPcDAI. CONDITION IDENTIFl[O BY THE CITY ENC1NF[R THAT WARRANTS IMMEOIA IE TRE_XfM[Ni. B. 1/YDROS[EIJED AR[AS ,HAU Be IF/RIGA/ED IN ACCURO/,NCc WITH TH[ FOLLOWING CRITERIA: 1 ALL SLOP[:, FHA I AR[ GRADED 5: ! UR STcH-'cR ANU I/IA T /,r/[: o. THREE TC c/G/-IT FITT IN HEIGi-iT SHALL 8£ IRRIGATED BY HAND WATERING FROM 0/JICK COUP!ERS/HOSE BIBS OR A CONV[N TIONA/ SYSTEM CF LOW PRtDPITA liON S/-'R/NKLE.R HEADS PROVIDING 100% COVERAGE. b. GR[AT[R !}/AN 8 Far !N /-/[IC/IT 51-/ALL /][ WA TF.R[D BY A CON VEN IDN1\L SYS/EM Of. LOW PRECIPIIA TION Sl"R/NKLt.H H[AUS Pf/OVID/NC 100% COV[RACE. ?, AREAS SLOP[[' LESS Tl/AN 6: I S/JAU_ B[ /RR/GA TED AS APP,ROV[O BY Tl-I[ CITY CNGINffR, Pli/JR TO HYOROSE[U/NG, THC: DEVE.LOP[R SI/ALL SUGM/l A PROPOSED SCHEME TO PPOVIOF IRRICA TION /0 THE CITY [NGIN[[R. THE PROPOSAL SHALL [)[ SPECIFIC REGPRDING Tl-IF NUMBERS, TYPES AND COSTS OF TH[ E.IIM[NTS OF THF THE PROPOSE[' SYSTEM 3. /,Rf/lGA TION SHALL MAINTAIN fH[ MO/STU/it. LEl/[L OF Tl-IE SOIL A I T,/-1[ OPTIMUM IEV[L FOR TIE GROWTI I OF Tl/[ HYDROSEEDED G,,OWT/1 C. HYDROSE[DING MIX SH,L/_ CONSIST OF ALL OF THt FOI_LOWING: 1 SEED MIX SHAL!_ CONSIST OF NO LESS Tl /AN: a. 20 lbs. PER ACR[ OF ROS[ CLO\/[R b. 20 lbs. PiR ACR[ OF 10RRO FE.SCUE. c. 3 lbs. PE, ACRF OF c SCHOOL CIA CAL/FORN1CA d 4 lbs. P[o ACRE OF 1\Cll/1/_[A MILLEFO/.IA e. 3 lbs. f-J[(,, ACRE ur-AL YSSUM (CARPF r or SNOW) f, 1 /2 lb. ?FR ACRF OF 0/MORPHOLCCA g ITEMS c,d,e, ANU f OF THIS SUBSECTION MAY BF OMITT[O ON LOCATIONS WHUIE THE AR[A BEING I IYDROS[[O[D IS NOT VIS/BL[ FROM [ITl-[R A PUGL/C STR[t.T OR R[S!D[Nr!AL STRUCTURES. h. IT[M u ,)F /HIS SUBSECTION MUST B[ INOCULATED WITH A NITROGt.N ax/NC BACT[RIA AND APPL!t.D DRY ffTH[R BY DRILLING OR BROAOCAS f/NG OU"ORC HYDROS[[OING. ,. ML 5[[0 11,i fffllALS SHALL BE TRANSPORTFD TO Tl![ JOGSIT[ IN UNOPENED CONTA!NtRS WIT/I TH[ C1\LWO!,NIA O[PARIM[NT OF FOOD AN[ AGmCULTURF. CFRTIFICA TION TAC A TT~CH[O TU, OR PRINffD 011 SAID CONTAINCRS. J. NON-PHY{,)-TOXIC WETTING ACt.NTS MAY /Jc ADUED TO IH[ HYDROS[[[ $!_URRY AT TH[ DISCR[TION or iH[ CONJRACTOR. 2 TYl-'E_ 1 MULCH APPLIED AT rHE RA TE 01 NO LcSS Ti/AN 2000 lbs PFR ACRc. TYPc 6 MlLC/1 (STRAW) MAY BE SUBSTITUTED, ALL 0,7 PART, FO,fl HYDRAULICALLY APPLIED FIBcR Ml, F[RIM. WHEN STRf,W IS UScD !T MUST [3[ ANCHORED TO TIit S!OPE. GY M[C/-IANICALL Y PUNCHING NO LE.SS TH/1N 50% OF TH[ STRAW INTO THt. SOIL. 3. F[RTILIZ[R CONSISTING OF AMMONIUM PHOSPIIA T£ SIJLc/1 TE, 16-20-0, //IT/I lo% SULPHUR AI/P/./cD AT /HF RA iE Or 500 lbs. PER ACR[ U. ~//[AS TO B[ HYUROSE,0£0 SI-IALL [][ Pl/[PARED PR/011 TO HYUROSETUINC tJY: 1. RO!JGHENING T/-c SURFACE TO BE PI_ANTE.D BY ANY OR A COMB/NATION OF: a. TRACK WA_K/NG SLOPES STF[P[R THAN 6: 1 b. I/Al/ROW/NC AR[AS 6: 1 OR FLA TTUI THAI Ali[ SUfFICl[NlL Y /CRIABL£. C. Fl/RP/NG AP LAS n /AT WILL NU r BR[AK UP USING ITEMS (] OR b ABOVE 2 CONDITIONING Tl[ SOILS SO THAT IT IS SUITABLE FDR !-'LANT/NC HY o. ADJUSTING THE SURFACE. SOIL MO/SfUR[ TO PROV/DC A DAMP BUT NOT SATURA TFD SEFD BFD. b. Tl/[ AUD/TUN OF SOIL AMENDMENTS, F'/1 ADJUSTMENT, IFAC/1/NG COi/ER/NC SALIN[ SOI/ S /0 PROVIDED VIABLE COND/ilONS FO,R CROWT/-1 C 1/YUf/OSEfDED Arl[A'.i S,JAL/_ BE MAIN/A/NEU TO Pf/01/10[ A VIGOROUS GROWTH UNTIi. TH[ TH[ PROJECT IS P[RMAIIFNTL Y I ANDSCAPEO OR, fOR ARU,S WHEH[ HYO!iOSffD!NG 1'.i Tl!£ TH[ F'[RMANCNT LAN[SCAr!NG, UN f/L 1/-1£ PROJECT IS COMPIFTFD AND AU BONDS 1/ELEASEU. F. ALL SLOPES SHALL H.WE IRRICA TION INSTALLED AND BE SIABIL/lt.D, PLANTED AND/011 HYDROS£ED£D WITHIN TEN (10) DAYS OF TH[ TIM[ ilf./EN EACH Si.OP[ IS DROUG/IT TO GRAD[ AS SHOWN ON TH[ A!-'P,IOV[D GRADING PLANS. AN APPROVED cROS/ON CON lROI. 1/ROOUC r (RECP) SHALL 8£ IN STALED PER EC-· 7 IF THIS REOU!RfJv![NT CANNOT BC MET. v'UT[, [XC[LS/0.9 OR STRAW B1ANKFT IS UNACC[/JTA!JL[. G. S/-/OULD GERM/NATION ff HYUROS[ED FAIi TO PROV/Of [!FIC!FNl COl/[RAG[ (NO LFSS !H11N 70%) PR/OF/ TO OCTOE[R 1, THE SLOPES SHALL BE STABILIZ[D BY AN APPROVED R[CP. JUTE, [XCE.LSIOR ANO scRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPUS/-l[D ON ALL SLOPES AND PADS AS ,R[QU/1/LD BY Tl IE CITY LANDSCAPE MANUA', TH[ LANOSCAP[ Pl.ANS FOR THIS PRO,J[CT OR AS Dmt·CT[D BY TIIE CHY f.NGIN[[R OF/ ,;/ TY PL ANN FR. VICINITY MAP WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF TH[ CONSTRUCTION OF ALL CUTS AND FILLS, CITY OF OCEANSIDE HIGHWAY R[M[D/AL GRADING, ORA/NAG[ F AC/LI Tl[S, [ROS/ON CONTROL F AC/LI Tl[S, AND PLANTING OF P[RMAN[NT LANDSCAPING AND PR[PARA TION OF AS-·BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO F/[POf/TS, ALL AS SHO'M~ OR R[QUIR[O ON THIS S[T OF PLANS AND TH[ CITY STANDARDS, SPECIF/CATIONS, R[QUIR[M[NTS, RE.SOLUTIONS AND ORDINANCES Cl TED ON THESE PLANS. Tl-I[ GRADING WOFIK SHALL BC P[RFORM[D IN ACCORDANCE WITH /HE FOLLOWING DOCUMENTS, CURRENT AT TH[ TIME OF CONSTRUCTION, AS DIRECT£[ BY THE CITY NOT TO SCALE [NG/NEER. SIT[ ' PACIFIC: OCEAN LOCATION MAP INDEX OF SHEETS --··· /. GRADING T!TL[ SH[[T 2. GRADING PLAN 4. Tl[R 2 SWPPP IJTL[ SHE[T SWPPP LEGAL DESCRIPTION PARCEL 2 OF PM 15570, IN THE CITY CF CARLSBAD, COUN rY OF SAN Df[GO, STA ff or CALIFORNIA PROJECT ADDRESS 3935 SYME DPfVE CA.RLSBAD, CA, 92009 OWNEH/DEVELOPER NAM[: CHRISTINE WALLACE & DAVID FAEER A/JUR[SS: 511 PIN[ A VE.NU[ CARLSBAD, CA 92008 PHONE NO: 760-845-3230 REFERENCE DRAWINGS EARTHWORK QUANTITIES CUT: __ -~/J~O_CY FILL: 110 CY IMPOFIT: __ ----'O"-CY [XPORI' __ O_ CY R[ME.DIAL:--80 CY BENCH M/\RK D£SCf?!PT!ON: 2.5" UISC iN NOl?T!-f CUiW rAC[ LUCA TION: CAR!.SBAD VILLAGF ORIV£, NORTH SDF CURB, 0.1 MILE WEST OF 11/GI-II_ANU DRIVE ,R[CORD[O:. C.~s=·l=B_-~12=2~----- aEVA TION: 121.190 -------- UNUM: _ NGl/0 29 1, CARLSBAD MUNICIPAL COO[ 2. CITY OF CARLSBAD E.NCINE[R/NG STANDARDS 3. THIS S[T OF PLANS 4. R[SOLU TION NO. N/A DA T[O,_-".NL/C'-A __ 5. TH[ STANDARD SPECIF/CATIONS f-OR PUBLIC WORKS CONSTRUCTION (GR,[N BOOK). 6. SOILS REPORT AND RE.COMMENDATIONS BY (65T COUNTY SOIL CONSUL 7A l]!)N ANO AND FNCIN[[RING INC. DATED 12-2-2015. 1. TH[ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/F/[D BY TH[ CITY OF CARLSGAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPM[NT P[RMIT CONDITIONS DA T[D ___ ------------- 9. [NVIFIONM[NTA/. APPROVAL DOCUMENTS OAT[O _1~~/~A _____ _ 10. STORM WATER POLLU f/ON PRE\/[NTION PLAN PR[PAR[D BY STA ENCIN[ERING INC. DAT[D 10-16-2017 WO/ONO. N/A -~---------- 11. STOFl,\,i WATER QUA/.ITY MANAGEMENT PLAN PREPA~ED BY NIA DATED N1A 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTI\UCTION /-IANOBOOK ANO CAL !RANS CONSTRUCTION SITE BMP MANUAL .. DESCRIPTION EXISTING CONTOUR [X/STING SPOT EL[l/A TION PROPOSED CON TOUR PROPOS[D SPOT ELEVATION CARTHEN SWALE FILL SLOPE LEGEND DWG,NO. SYMBOL ;•; w,,s, ,, __ i,'.;:'j J 150 E{l.J ------r I [I 'f -11 C ---tt-F CUT/FILL. LINE DAYLIGHT LINE CONCRETE. SURFACE. 7r--11 l ~. 'J PLAN PREPARED BY: ST A ENGINEERING, INCORPORATED PO BOX 2636 2530 3/4 FOOTHILL DR!VE VIS rA, CA. 92085-2636 (760) 758-8057 FAX: 758-8059 SURVEYING, CIVIi. & TRAFFIC ENGINEERING -:L,_~~-~--~~ LEONARD SCHATZMANN(PE C321-61, [XP DATE 12/31/2018 11/16/201/ DATE STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WA T£R R[OUIR[M[NTS THAT APPLY: [X[MPT FROM HYDROMOOIFICA TION? QUANTITY B STANDARD STORMWA TE.R R[QUIR[M[NTS PRIORITY PROJ[CT R[OUIR[M[NTS □ Y[S (SE.[ SWMP FOR DOCUM[NTATION) LJ NO TYPE DESCRIPTION OWNERSHIP TOTAL I.OT AliEA = 12. 724 S.F. TOTAL D!STURBE.O AREA = ~1~1 =J=OO~S=.F~·---- (TI-IIS AR[A INCLUDES BUT IS NOT LIMIIED TO OFF-·SITE WORK INCLUDING PU/3L/C IMPROV[M[NTS AND TEMPORA!iY DISTURBANCE SUCH AS VE/-1/CL[ AND [QUIPM[NT STAGING A,7EAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKrlLL CUTS AND SLOP[ K[YWA YS) TOTAL REPLACED IMP[RI/IOUS AR[A = ~2=39~-- TOTAL PROPOS[D IMPERVIOUS AR[A -~4=9~19~_ MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY 11 A S B LJ I L T 11 ~-~ RCF 32161 EXP 12/31/2018 _1Q/31/20Is DATE I----+--+------~· ------1--+---f----+---I I SH1EET I CITY OF CARLS B J\.D ~4-ETS ENGINEERING DEPARTMEN·r ~ L__. -----·--------------~ ---~,----f------j----+-----j ~===-'================~ ' GRADING PLANS FOR: -+------+----+-----! WALLACE RESIDENCE ~---1----l -------~-----------+-----C----J---+---J 3935 SYME DRIVE GR 2017-0051 TITLE SHFFT ~---+----+-----------------~ -+---+---+----C---_, ;c==============================; APPROVED a,..,~ JASml );fif~J;T L------·--------------------+---+----+----+----! ----l---f--~/'1\~p_..,,,.,,..,,_-fr i~.§ ;,.-lb<, A,J»&,, Jtt J -l----+----1----+-----l DA ff INITIAl. --------- ENGINEER OF WOF~K REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL CITY ENGINEER" RCE 63912 EXPIRFS 9/30/18 '□ATE OWN BY: LFS CHKD BY: LFS RVWO BY: LFS PROJECT NO. I DRAWING NO. CDP 13-20 507-1A • ... 0 ... ,i:,. □ jJ ~ 2 (j) 2 C s: Ol m jJ 0 jJ ~ 2 (j) 2 C s Cll m Jl Cl I 2 (j) 2 C s: OJ m jJ □ jJ i ~ (i) 2 YI (j) 0 ..,. 2 ' C: .... s: )> to m jJ w " (D z C 36.00' f n .. h , 'l~:>/ I • I .I \ ~ I U7 = I I I I I ,, A" N 28°40'13" W Hi21.46' BUILDl~G I.INC: -149 I 63.33' STACKABLE WALL, 3' HEIGHT, 2.5' EXPOSED MAX u.I_ -II F ; -'---148 - B 10 5 0 10 20 30 I""" 1~~-L~~~ PLOTT ABLE EASEMENTS: A. 5' WIDE PUBLIC UTILITY EASEMENT TO CITY OF CARLSBAD RECORDED 3-2/-1986 AS FILE NO. 86-118023 OF D.R. B. 7.5' WIDE EASEMENT FOR INGRESS, EGRESS /\ND INCIDENTAL PURPOSES TO l~ARG/\RET WALLACE Rfa.NNEY RECORDED 7-01-1944 IN BOOK 1685, PAGE 497 OF D.R. C. 5' WIDE S.D.C&E. EASEMENT RECORDED 6-03-1942 11~ BOOK 1352 PAGE 109 OF O.R. UNPLOTTABLE EASEMENTS: 1. NONE OF THE ROADS OR STREETS DELINEATED ON MAP 1681 ARE WITH!N THE BOU~DARY OF THE SUBJECT PROPERT~ 2. 10' WIDE EASEMENT FOR ROAD PURPOSES TO CITY OF CARLSBAD, Rc:CORDf:D 6-2)-1982 AS FILE NO. 82-191870 OF O.R., IS FOR THE WIDENING OF TAMARACK AVENUE WHICH IS NOT WITHIN NOR DOES IT ABUT II-IE SUBJECT PROPERTY. PLAN PREPARED BY: STA ENGINEERING, INCORPORATED QtESSiO,t; o Schot< ~< P.O. BOX 2636 2530 3/4 FOOTHILL DRIVE VISTA, CA. 92085-2636 (760) 758-8057 FAX: 758-8059 SURVEYING, CIVIL & TRAFFIC ENGINEERING T1700 0: PROJECT FILES D/2605 WALLACE/GP SHT2.DWG ROT: 61°19'47" 0.0000,0.0000 11/17/2017 DATE 11/15/2017 -?; ~ o Cl 0. C.32101 ; Z CIVIL OF CA\_\ re '"' Co N 28°40'13" W 105.56' C01~C CURB DEEPEN ;\SkREOUIRED ABBREVIATIONS FF -FINISH Fl OOR 'I 1::\/A 110~1 cs -CRAWL SPACE ELE\/ATON PAD -PAD ELEVATION TC -TOP OF CURB Fl. FLOWLl:~E HP HIGH POl•~T TP IOP OF PA\/Hi'.ENT ASPH ASPciAL T CONC -CONCRETI:: PROJECT ~!OTES. 1. GRADING TO BF PcJ! CITY OF C/\f1LSG/\D DWC GS 15. 2. CARRY SURF /\CE 1NATER TO ~,EARfST STREET. 3. SWALE SLOPE 10 BE I% MIN. 4. F"l:~!SH SURFACE SI_OPE 'O RE 1% MIN. 5. ROOF DOWN SPOU IS TO BE IJISS'PA TED AND DISCHARGED l~ITO I A.NDSCAPEQ AkFAS. 6. MINl~IIZC l<'~PFRVIOUS SUkFACfS WI !f:RE c[ASl8L[ 7. PROGRESSION OF WORK TO BFCIN WITH DIGGING OU I / SOIL UNDER /\ND AROU~D PROPOSED STRUCTUR" TIC /\I_LOW CONSTRUCTION oc STE\11 WALL, Tl !lN F'REPA,~ATION OF PAD UNO[~ GARAGE A,~D THEN BACKF!I_L AC1\INST STEM W/\LL AND FINISH GRADING AS SHOW~! ON THIS PIAN. / / N (D a, "' ·w ' 0 U) 0 " tO z I ; 20.98' ' a, 0 0 n U) " "1 0 " 0J II Ji, o:; I f ·o " "' II _J 3" P;\/C WALL .. DRAIN w w ,:\ ~o ,._L1l "-",' 0 " tO z 3'.YME DRIVE -150- ' ' ' ' I 1---------- FF 151.50 FNISH GRADE --- ' - -165- I- LL w __J s: 0 __J w [I] w -150- w c.n • ' 7 w .l z __J : ~ ..... --: : : \_ EXISTING ~LOCK WALL ----\ EXISIIN; GROUND I I-u <( 2 -145- 0 l.p·····R·······O·······F·····l·L···· .. E.··.·•·.·.·S .... ·.C .. '.··.A.-.. · .. L. Esl···'.:i·'······ HORIZ: 1" = 4' ' VERT: 1" = t \ 10 -155- I- I Cl et:: w > 0 [I] <( s: w w c.n w z __J I 1-u <( > -145- 50 BENCH MARK O[SCR!Pl/UN FF 151.5( ~ ~ <(""'' 3c 0 0 ~ CD I·~ X '-W 20 MEf AU FLASHING PER BUILDING Pl.ANS ----1---- L_J .. 60 SECTION ....-=' ' -- CONC FTG TO BE IN CO~PETEN ( u,;01s fURBEb'' SO!L, PER SOILS REPORT 30 EXISTING GRouno 70 ,, A,, ,, A,, --145- 40 50 --155- -150- -145- 80 11 A S B U 11_ T 11 ~~c/~ 10;31;201s RCE 32161 EXP 12/31/20_1il_ DATE !.OCf, T!ON: _________________ _ li[CORO[D: _________________ _ ,/,sit't [L[VA TION. DA TUM: NCVO 29 ,-DATE -~' ---1'----+---+---J [_SH2EET I CITY OF CARLSBAD [SH4EETS I ,-;==:=::=:_'::==:=E::::N::::G:::::I N~E:::::.E::::R::::I N::::G:::::::::D::::E=P::::;AR::::;T::::;~:='E::::N::::;' T==:'....':::==~ GRAD ING PLANS FOR: o-----t-----,-------~-· ----·--·----+------+---+---+-----+ l----+------+-----------·----~ +--- D/\TE INIT!AI_ DATE INITIAL E:NGl.\iE:ER OF WORK REViSl·)N DESCRIPTION OTHER APPROVAL DAT[ INITIAL CITY APPROl/r-\L WALLACE RESIDENCE 3935 SYME DRIVE GR 2017-0051 APPROVED: /U ll:iJ:' JASO~ CITY ENGINEE,~ / RCE 63912 EXPIRES 9 30 18 -DW:'i DY: LFS CH:<D BY: LFS RVWO BY: Lf·s coPR 0 J1E3~20 1 so1'~G1A --- ' N 0 ... "' □ I 2 Ci) 2 C: s: Cl m ll □ ll i 2 (jJ 2 C s: Cl m ll □ ll ~ 2 Gl 2 C: s: to m ll □ ll 0~ :ii -Cl 2 Ul Gl 0 2 -,I C ' ... s: :t> tJJ m ll ---·-------------------------------- STORM WATER POLLUTION PREVENTION NOTES TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) SW CITY OF OCEANSIDE HIGHWAY 78 GENERAL SIT[ MANAGEMENT REQUIREMENTS TH[ FOLLOWING GENERAL SIT[ MANAGEMENT R[OU!R[M[NTS SHALL 8[ ADHERED TO THROUGHOUT TH[ DURATION or TH[ CONSTRUCTION WORK (YEAR ROUND}. I. IN CASE [M[RG[NCY WORK IS R[QU!R[O, CONTACT· CHRISTIN[ WALLACE FROM: OWNER AT (TEL NO.) 760-845-.52.50 2. O[VIC[S SHOWN ON CITY APPROVED PLANS SHALL NOT 8[ MOVED OR MOO/Fl[D WITHOUT TH[ APPROVAL or TH[ [NG!N[[R/NG INSPECTOR. 3. TH[ CONTRACTOR SHALL R[STOR[ ALL [ROS/ON CONTROL D[VIC[S TO WORKING ORDER TO TH[ SATISFACTION or TH[ CITY [NGIN[[R AFTER [ACH RUN-arr PRODUCING RAINFALL. 4. TH[ CONTRACTOR SHALL INSTALL ADDITIONAL [ROS/ON CONTROL MEASURES AS MAY 8[ REQUIRED BY TH[ CITY [NG!N[[R OU[ TO UNCOMPLETED GRADING OPERATIONS OR UNFORS[EN CIRCUMSTANCES WHICH MAY ARISE 5. TH[ CONTRACTOR SHALL 8[ R[SPONS!BL[ AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE !MPOUNO[O WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND TH[ PROJECT PERIMETER MUST DRAIN AWAY FROM TH[ FACE or SLOP[ AT TH[ CONCLUSION or [ACH WORKING DAY. 1. ALL REMOVABLE PROTECTIVE O[V/C[S SHALL 8[ IN PLACE AT TH[ END or [ACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST [XC[[DS FORTY P[RC[NT (40%}. SILT ANO OTHER DEBRIS SHALL 8[ REMOVED AFTER EACH RAINFALL. 8 ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE [ROS/ON PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, ANO SLOPES. 10. ADEQUATE P[RIM[T[R PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED ANO WILL 8£ UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN [VENTS. 11. AD[QUA TE SEDIMENT CONTROL BMPs MUST 8[ INSTALLED ANO MAINTAINED. 12. AO[QUAT[ BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST 8[ INSTALLED AND MAINTAINED. /J. A MINIMUM or 125% or TH[ MATERIAL N[[D[O TOO INSTALL STANDBY BMPs TO PROTECT TH[ EXPOSED AREAS FROM EROSION ANO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS/T[. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO 8[ "[XPOS[D" FOR PURPOSES or THIS R[QUIR[M[NT 14. TH[ OWN[R/D[V[LOPER/CDNTRACTOR MUST FOLLOW "W[A TH[R TRIGGERED" ACTION PLAN AND 8[ ABLE TO DEPLOY STANDBY BMPs TO PROTECT TH[ [XPOS[O PORTIONS OF TH[ SIT[ WITHIN 48 HOURS or A PR[O!CT[O STORM [V[NT (A PREDICTED STORM [VENT IS O[FIN[O AS A 40% CHANCE or RAIN WITHIN A 5-0AY NATIONAL W[ATH[R S[RVIC[ FORECAST}. ON REQUEST, TH[ OWNER/D[VELOP[R/CONTRACTOR MUST PROVIDE PROOF or THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR V[G[TA TION [ROS/ON CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES AR[ COMPL[T[O. TH[ OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON TH[ ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA V[ B[[N COMPLETED. 16. TH[ AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO TH[ AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN AD[QUA TEL Y PROTECT PRIOR TO A PREDICTED RAIN [V[NT. FOR LARGER SITES, GRADING SHOULD 8[ PHASED. IT MAY 8[ NECESSARY TO DEPLOY EROS/ON AND SEDIMENT CONTROL BMPs IN AREAS THAT AR[ NOT COMPLETED, BUT AR[ NOT ACT!VEL Y BDNG WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT TH[ DISCR[TION or TH[ CITY INSPECTOR. 11. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BDNG ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF L[FT FOR 74 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS l1f1I SUFFICIENT. BMPs N[[D TO 8[ INSTALLED IN TH[S[ AREAS. 18. BMPs MUST 8[ STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SIT[ THROUGHOUT TH[ Y[AR. WHENEVER THERE IS A 40% CHANCE OR GR[A T[R OF A RAIN WITHIN A THR[[ (J) DAY FORECAST, TH[ INSPECTOR WILL VERIFY THAT BMPs AR[ ADEQUATELY STOCKPILED. BMPs MUST 8[ STOCKPILED AND READY FOR DEPLOYMENT WHEN TH[R[ IS 50% CHANCE or RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS R[OUIR[M[NT COULD RESULT IN TH[ ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST 8£ INSP[CT[D W[[KL Y AND PRIOR TO A FOR[CAST[D RAIN [V[NT or GREATER THAN 50%, AND AFT[R A RAIN [V[NT. IN ADDITION, TREATMENT CONTROL BMPs MUST 8£ SERVICED AS NEEDED THROUGHOUT TH[ YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN [VENT, IT MUST 8[ REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. TH[ FAILURE or A BMP IND!CAT[S IT WAS NOT AD[QUA T[ FOR TH[ CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST TH[R[FOR[ PUT A MOR[ ROBUST BMP MEASURE IN PLAC[. 27. ALL CONSTRUCTION [MPLOY[[S MUST B[ TRAINED ON TH[ IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN TH[ DEVELOPER SHALL DEPLOY STANDBY BEST MANAG[M[NT PRACTICE MEASURES TO COMPLETELY PROTECT TH[ EXPOSED PORTIONS or TH[ SIT[ WITHIN 48 HOURS OF A PREDICTED STORM [VENT ( A PR[D!CT[D STORM [V[NT IS DEFINED AS A FORECAST[D, 40% CHANG[ or RAIN BY TH[ NA T!ONAL WEA TH[R S[RVIC[}, IN ADDITION TO BMPs !MPL[M[NT[D Y[AR-ROUND INCLUDING P[R/M[T[R CONTROL, WIND [ROS/ON CONTROL, TRACKING, NON-STORM WA T[R CONTROL, WAST[ MANAGEMENT, AND MATERIALS POLLUTION CONTROL TH[ NATIONAL WEATHER SERVICE FORECAST SHALL 8[ MONITORED AND USED BY TH[ DEVELOPER ON A DAILY BASIS. IF PR[C!PITATION IS PREDICTED (40% CHANCE or RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8[ DEPLOYED WITHIN 48 HOURS AND PRIOR TO TH[ ONSET OF TH[ PRECIPITATION. TH[ D[PLOYM[NT or TH[ BMPS SHALL INCLUDE BUT NOT 8[ LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM or 725% or TH[ MATERIAL N[[D[D TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT TH[ EXPOSED AREAS FORM EROSION ANO PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SIT[. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM [ROS/ON USING PHYSICAL STABIUZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD AR[ NOT CONS!D[R[D TO B[ "EXPOSED" FOR TH[ PURPOSES or "W[ATH[R TR/GG[R[D ACTION PLAN''. AN ADE OU A TE SOURCE OF [QU!PMEN T AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF ''w[ATH[R TRIGGERED BMPS''. Tl 700 0: PROJECT FILES D/2605 WALLACE/T2 TITLE.DWG ROT: oo·oo'oo" 0.0000,0.0000 11/15/2017 EROSION CONTROL HYDROS[[D!NG PLANTING AND !RR/GA TION /. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 272 OF TH[ STANDARD SPECIF/CATIONS AND THE FOLLOWING: A H YDROS[[DING SHALL BE APPLIED TO: I ALL SLOPES THAT AR[ GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a, THR[[ F[[T OR MOR[ IN HDGHT AND ADJACENT TO PUBLIC WALL OR STR[[T. b. ALL SLOPES 4 FEET OR MOR[ IN HDGHT 2 AR[AS GRADED FLA TT[R THAN 6: I WH[N ANY or TH[ FOLLOWING CONDITIONS EXIST.· o. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR G[N[RAL LANDSCAPING) WITHIN 60 DAYS or ROUGH GRADING. b. !D[NTIF/£0 BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO TH[ PUBLIC. c. HAVE ANY SPECIAL CONDITION !D[NTIFl[D BY TH[ CITY ENGINEER THAT WARRANTS !MM[D!AT[ TREATMENT B HYDROS[[D!NG AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 7 ALL SLOPES THAT AR[ GRADED 6: I OR STEEPER AND THAT AR[: a. THR[[ TO [!GHT FEET IN H[IGHT SHALL 8[ IRRIGATED BY HAND WA T[R/NG FROM QUICK COUPLERS/HOS[ BIBS OR A CONVENTIONAL SYSTEM OF LOW PR[CIP!TA T!ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN H£/GHT SHALL 8[ WA T[R[O BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER H[ADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: I SHALL 8[ !RR/GA TED AS APPROVED BY TH[ CITY [NG/NEER, PRIOR TO HYDROS[[D!NG. TH[ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA T!ON TO TH[ CITY ENGIN[[R. TH[ PROPOSAL SHALL BE SPECIFIC REGARDING TH[ NUMBERS, TYP[. AND COSTS or TH[ [L[M[NTS or TH[ PROPOSED SYSTEM 3 !RR/GA TION SHALL MAINTAIN TH[ MOISTURE LEVEL OF TH[ SOIL AT TH[ OPTIMUM L[V[L FOR TH[ GRADING or TH[ HYDROS[[D[D GROWTH. C HYDROS[[DING MIX SHALL CONSIST or ALL or TH[ FOLLOWING: I S[[D MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. P[R ACR[ or ROS[ CLOVER b. 20 lbs P[R ACR[ or ZORRO F[SCU[ c. Jibs PER ACRE OF [ SCHOOL CIA CALIFORNICA d. 4 lbs P[R ACRE OF ACH!LL[A MILL[FOUA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. P[R ACRE IF DIMORPHOL[CA g. ITEMS C, d, e, AND I or THIS SUBSECTION MA y B[ OMITTED ON VIS/BL[ FROM £/TH:R A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST 8[ INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED DRY [!TH[R BY DRILLING OR BROADCAS!NG BEFORE HYDROS[[DING. 1. ALL S[[D MATERIALS SHALL 8[ TRANSPORTED TO TH[ JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT or FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH[ HYDROS[[D SLURRY AT TH[ D!SCR[T!ON or TH[ CONTRACTOR. 2 TYP[ I MULCH APPLIED AT TH[ RAT[ or NO L[SS HAN 2000 lbs PER ACR[. TYP[ 6 MULCH (STRAW} MAY B[ SUBSTITUTED, WH[N STRAW IS USED, IT MUST 8[ ANCHORED TO TH[ SLOP[ BY M[CHANICALL Y PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL 3 F[RTILIZ[R CONSISTING or AMMONIUM PHOSPHA T[ SULFATE. 16-20-0 WITH 15% SULPHUR APPLIED AT THE RAT[ OF 500 lbs. PER ACRE. D AR[AS TO 8£ HYDROSEED[D SHALL 8£ PREPARED PRIOR TO HYDROS[[D!NG: I ROUGHENING TH[ SURFACE TO 8£ PLANTED BY ANY OR A COMB/NA T!ON OF: a. TRACK WALKING SLOPES ST[[P[R THAN 6: I. b. HARROWING AREAS 6: I OR FLATTER THAT AR[ SUFFIC![NTL Y FRIABLE. 2 AR[AS GRADED FLATTER THAN 6: I WHEN ANY or TH[ FOLLOWING CONDI T!ONS [XIS T- o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP Bl T NOT SA TUR A TED S[[D 8£D. b. TH[ ADDITION or SOIL AM[NDM[NTS, PH ADJUSTMENT, L[ACH!NG CO V[R!NG SALIN[ SOILS TO PRO VID[D VIABLE CONDITIONS FOR GROWTH. [ HYDROS[[DING AREAS SHALL B[ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH[ PROJECT IS P[RMANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROS[[D!NG IS THE PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED AND ALL BONDS R[L[AS[D 2. ALL SLOPES SHALL HA VE IRRIGATION INSTALLED ANO B[ STABILIZED, PLANTED AND/OR HYDROS[[D[O WITHIN T[N (10} DAYS or TH[ TIM[ WH[N EACH SLOP[ IS BROUGHT TO GRADE AS SHOWN ON TH[ APPROVED GRADING PLANS. J. SHOULD GERMINATION OF HYDROS[[D[D SLOPES FAIL TO PROVIDE [FFIC/[NT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER /, TH[ SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY TH[ PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL B[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, TH[ LANDSCAPING PLANS FOR THIS PROJECT OR AS DIR[CT[D BY TH[ CITY [NG!N[[R or PLANNING DIRECTOR. 5. TH[ OWNER/APPL/CANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE TH[ WORK or THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. Jii SITE f ~--NOTTO ~ SCALE LOCATION MAP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs " -" " ls -.2 E " " " O> 0 "' " "' " "' " u u " .s .g, E " E .2 0 " " .2 .s,. 0 0 2 "° "° "' ' "' -::,, " "' O> ' 21 ~ "-" C' O> ~ 0 " "' ·E .Sc "' "' "' §i 0-0 o~ O> Ocj Q "' .s " "' " ' Le "' " Best Management Practice' "' "" .s C, 0., & 0 ' "" ~ " O> en "'" "' >Cc 0 "" "' ~ "" 0 .s .c .s E 0 .s u' u "' " "' ~ " "' ::,, 0 "' "' .'.! "' (fJ en "' O> 0., O> (BMP) Description ---f :.::; ::::,. "' "' 0 " " " C, ::, "' ~ QJ 0 "' -0 '6 0 " " '0 1;~ " "' 0"' " " 0 0 "' ~ " ' v " C, 0., (fJ ·-O> c:i :;:; u 13 0 0 O> "' ~ O> "' ::,, C, O> C, " "' °' E 0 ~~ ;!; 0 01:;:; "' 0"' :g ~ Qi .s "' " 0 ,1' .§ .0, " -" c§ E ;,:; ·-~ 'I.... :.w :0 ~ .s ·-O> Q 0 "' "' ::S .s "' ' "'" ·-"' :-:::::--0 Q 0 .~ § '0 "' -" v,~ R v ~ ' -.Q ' .q 0 <D v ·s: Qi 0 "'' v (l_J -~ 0 0 '0 Q -"' "' "' 0 "'u " 0 0 o en -0 .c "' -o 0 ~ " "' ~ 0' 0 ~ "' .c ee ' "° 0 0 -' 2o ~ ct OQ 0 ~o 0 -0 Q Le :t: "' LcQ Uj V) V) u Cc "' VJ> V) V) Q V) ~ V) °' QO Q ::,, (fJ ::,, iii CASQA Designation ~ " -C) ") " oO -"' ") "' ... oO O; --,,., ... "' <o " oO -"' -I I I I I I I I I I I I I I I I I I I I I I I u Ci u u c., c., bi bi bi bi bi bi bi bi ~ ~ (fJ (fJ (fJ (fJ i i i Construction Activity Le Le Le Le Le Le < < < < X Grading/Soil Disturbance X X X X X X X Trenching/[ xca vat ion X X X X X Stockpilinq Drill inn IBorinq X Concrete/Asphalt Sowcutting X X X X X X X Concrete Fla/work X X X X X X Paving X X X X Conduit/Pipe lnslo/loUon Stucco/Mor/or Work X Waste Disposal X X X X X 5/oqinq/Lay Down Area [auioment Maintenance and Fuelino Hazardous Substance Use/Storooe Dewoterin_q X Site Access Across Dirt X X X X X Other (/isl): Instructions: I. Check /he box lo the left of all opp/icoble construction activity (first column) expected to occur during construction. 2. Located along /he top of the BMP Tobie is a fist of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION SYMBOL "' " C, " 2 -" "' " ~ -"' :g E "' ' -,0 "" Q 0 O> "° t,O =":::c is 6 QO (fJ c., V) ::,, ... "' I I i i X X X X X X [C-9, EARTH DIKES & DRAINAGE SWALES SE -1, SILT FENCE OWNER'S CERTIFICATION· "' "' ~-" "' "' " E 0"' "' O> :s 0 "' Q O 0 :t: ::,, CD I i ~ "' o~ ,0 ~ "'E -"' "' en b o cc " O 0 Ll ::,; oO I i X X SE-6, GRAVEL BAG = I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs} DURING CONSTRUCT/ON ACTIVITIES ~ "' ~ iS "--"' " ~"' c,.; E '"' o en :';::'.O cc " O 0 (fJ ::,; °' I i X X X X X X SE-7, STREET SWEEPING & VACUUMING TO TH[ MAXIMUM [XT[NT PRACTICABLE TO AVOID TH[ MOB/LIZA T!ON or POL LU TAN TS SUCH AS S[D!M[N T AND TO A VOID TH[ [XPOSUR[ or STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; ANO (2) ADHERE TO, AND PACIFIC OCEAN TR-I, STABILIZED CONSTRUCTION ENTRANCE WM-5., SOLID WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT imlllllllllllllllll~ C2J lcwAI AT ALL TIMES, COMPLY WITH THIS CITY APPROVED T![R 2 CONSTRUCTION SWPPP THROUGHOUT TH[ DURATION or TH[ CONSTRUCTION ACT!VIT![S UNTIL TH[ CONSTRUCT/ON WORK IS COMPLETE AND SIGNED arr BY TH[ CITY OF CARLSBAD. CJV11Jrm o ~)o OQ0,r,Q_ l \/ I J ( 1 J CHRISTIN[ WALLACE -OWNER DAT[ WM-9, SANITARY/SEPTIC WASTE MANAGEMENT DAVID FABER -OWNER OAT[ CITY OF VISTA A GA \)'-cosr CITY OF ENCINITAS VICINITY MAP APN: 206-262-40 SITE ADDRESS: 3935 SYME DRIVE CARLSBAD, CA 92009 CITY OF SAN MARCOS AREA OF DISTURBANCE AR[A or DISTURBANCE 11,300 s.r. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER roo T TRAFFIC, SOIL/GR A V[L PILES, u TIU TY TRENCHES, BACKFILL CUTS AND SLOP[ KEYWA YS} CONSTRUCTION THREAT: CONSTRUCTION THR[A T TO STORM WA T[R QUALITY (CHECK BOX}: □ HIGH 181 MEDIUM OWNER/APPLICANT: NAME. ADDRESS: CHRISTIN[ WALLACE & DAVID FABER 511 PINE STREET CARLSBAD, CA 92009 TELEPHONE NO.: 760-845-.52.50 EMERGENCY CONTACT: NAM[: ADDRESS: CHRISTIN[ WALLACE 511 PIN[ STREET CARLSBAD, CA 92009 TELEPHONE NO: 760-845-3230 1 sH3EET I ClTY Or' CARLSB~\D I SHEETS I ,-----------------------::::~~;::::---, ENGINEERING DEPARTMENT 4 CITY STORM WATER POJU!TION PRF:V~NTION Pl.AN (SWPPP) TIER2 NAME OF PREPARER: LEONARD SCHATZMANN ' QUALIFICATION OF PREPARER:_O~S~D~, ~R~CE~----- 10 Schot< 0 '? 0 ADDRESS: PO BOX 2636 VISTA, CA 92085-2636 NO. C32161 '; PROJECT NAME: WALLACE RESIDENCE PHONE NO.: 760-758-8057 CIVIL TITLE SHEET GR 2017-0051 ~~~ LENARD SCHA TZMN PROJECT ID CDP 13-20 DRAWING NO. 507-1A I ' SE-I SILT FENCE w ' 0 --" "' z ' ,, " L I ~ r,v~ I I / I ==j \ \ ' I I ~ ✓-t<'/1 ---~"--- ·,~ /~· EC-9 EARTH DIKE & DRAINAGE SWALE B :;, ' l '' 10 5 0 10 20 30 PLOTTABLE EASEMENTS: A. 5' WIDE PUBLIC UTILITY EASEMENT TO CITY OF CARLSBAD RECORDED 3-27-1986 AS FILE NO. 86-118023 OF O.R, B, 7,5' WIDE EASEMENT FOR INGRESS, EGRESS AND INCIDENTAL PURPOSES TO MARGARET WALLACE RANNEY RECORDED 7-01-1944 IN BOOK 1685, PAGE 497 OF O,R, C. 5' WIDE S.D,G&E. EASEMENT RECORDED 6-03-1942 IN BOOK 1352 PAGE 109 OF OR, UNPLOTTABLE EASEMENTS: L NONE OF THE ROADS OR STREETS DELINEATED ON MAP 1681 ARE WITHIN THE BOUNDARY OF THE SUBJECT PROPERTY, 2. 10' WIDE EASEMENT FOR ROAD PURPOSES TO CITY OF CARLSBAD, RECORDED 6-22-1982 AS FILE NO, 82-191870 OF O.R., IS FOR THE WIDENING OF TAMARACK AVENUE WHICH IS NOT WITHIN NOR DOES IT ABUT THE SUBJECT PROPERTY, PLAN PREPARED BY: STA ENGINEERING, INCORPORATED P,O. BOX 2636 2530 3/4 FOOTHILL DRIVE VISTA, CA, 92085-2636 (760) 758-8057 FAX: 758-8059 SURVEYING, CIVIL & TRAFFIC ENGINEERING Tl 700 0: PROJECT FILES D/2605 WALLACE T2 SHT2,DWG ROT: 61'19'47" 0.0000,0,0000 11/15/2017 N 28'40'13" W 105,56' , I I • I I I _J / 1490 ( FF ,14B"""2 ,?7 ,IQ WM-5 . d' PI' CONCRETE WASHOUT AREA I I <c s u ~I .__ ____ --:__-~-\~~-]- SE-I _,:-, SILT FENCE I I SE-6 GRAVEL BAGS TO BE IN PLACE DURING PREDICTED RAIN / / N "' m r--- 0 en 0 " "' z I ' """ ,,_. " "o"" "-• _, --, • EC-9 ; EARTH DRAINAGE . SWALE WM-5 .. · -. WM-9 . '•"· SANITARY,/SEPTIC WASTE MANAGEMENT, RQRTA-POTTIE )';ef<f,r w STABILIZED CONSTRUCTION ; ENTRANCE in .),JR£ET SWEEPING & , w ACUUMING AS;NEEDED ,, , , CT) -ooo -en .,,. "' ' N r<) LO . .,,. ~ II II II 0:: _J <l '::.,.,O L~.'.<"5--,,, " -"' ,•.Z 3'.)YM E I DRIVE ,""• ,,, , I SE'-7 I \")· ' STREET SWEEPING & VACUUMING AS NEEDED GRAVEL BAGS W/ TRAFFIC CONE SILT FENCE, STAPLE TO WOOD STAKE, 30" MIN HEIGHT ~: EXCAVATE 4" X 4" TRENCH , LAY SILT FENCE ALONG EDGE OF TRENCH AND COMPACT BACKFILL SILT FENCE NOTE: SILT FENCE SHALL BE INSPECTED PRIOR TO FORECAST OF RAIN TO INSURE FENCE IS IN FUNCTIONAL CONDITION AND AFTER RAIN. ANY SILT SHALL BE REMOVED NEXT WORK DAY AFTER END OF RAIN. WOOD STAKE NATURAL GROUND SILT FENCE DETAIL ~ CITY OF CARLSBAD I SHEETS I ,--------------------:::::;~:;;;:::---7 L±_j ENGINEERING DEPARTMENT 4 NAME OF PREPARER: LEONARD SCHATZMANN QUALIFICATION OF PREPARER:~O=S=D,~R~C=E-----~ ADDRESS: PO BOX 2636 VISTA, CA 92085-2636 PHONE NO.: 760-758-8057 C32161 R.C.E./C£RT. NO. CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER2 NO. C32161 12-31-2018 UC. EXP. DATE PROJECT NAME: WALLACE RESIDENCE GR 2017~0051 I PROJECT IDCDP 13-20 //7'2-Zd/2 DATE TITLE SHEET