HomeMy WebLinkAboutDWG 428-9K; CT 03-02; CARLSBAD RANCH PA 5 - MARBRISA VILLA 67; 01-052/14/232/14/23CRAO/NC NOlES (IN AOOl110N TO THE REOUIREMENTS OF CHAPlER 15. 16 OF THE CARLSBAD l,ft/N/C/PAL COO£) !. THIS PLAN st/PERSEOES ALL OTHER PLANS PRE/1/0US!. Y APPRO/IEO BY THE CITY OF CARLSBAD REGARDING Gl?AO/NG SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAI/£ ANY POR110N OF THE CARLSBAD l,ftJNIC/PAL COO£; RESot.t/110N OF CON0/110NAL APPROVAL, CITY STANDARDS OR OTHER AOOl110NAL OOCIJMENTS USTEO HEREON AS THEY MAY PERTAIN TD THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE/I/SE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOvEREO. .J. CITY APPROVAL OF PLANS OOES NOT REL/El£ THE OEltFl.OPER OR ENG/NEER-OF-HORK FR(JI,( RESPONSIBILITY FOR THE CORREC110N OF ERRORS ANO OAf/SS/ONS 0/SCOvERElJ OVRING CONSTRVC110N. ALL PLAN RE/1/SIONS SHALL BE PR&Pll Y st/81,f/TTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PE/?l,f/T FR(JI,( THE CITY ENGINEER MLL BE REOUIREO FOR ANY HORK IN THE PVBL/C RIGHT OF WAY. PRIOR TD PERMIT /SSVANCE; A CER11FICATE OF INSURANCE Mt/ST BE RLElJ NAMING THE CITY OF CARLSBAD AS AN A00/110NAL /Nst/REO ON THE PERMIT1EE's Pot.ICY IN THE l,f/N/1,ftJl,f AMOUNT OF /!,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE /Nst/RANCE C&PANY HRmNG lHEPOI.ICYMUSTHAt,cA RAUNG OF ii • OR BETlER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY p'ESJS" KEY RA11NG GUif)£ 5. UNLESS EXEMPTED BY SEC110N .JO!.(b}5 OF THE VNIFORl,f Bt/lLOING COO£; RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERAi/TS FR& THE BU/LO/NG OEPAR&ENT. 6. NO HORK SHALL BE C&MENCEO t/N11L ALL PERMITS HA/£ BEEN OBTAINED FR& THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER OOES NOT AVTHORIZE ANY HORK OR GRADING TO BE PERFORMED VN11L THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VAL/0 GRADING PERAI/T HAS BEEN /Sst/EO. 8. NO RE/1/SIONS MLL BE MAO£ TD THESE PLANS MTHOUT THE Hf?IT1EN APPROVAL OF THE CITY ENGINEER, N01EO MTHIN THE RE/1/SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE 111lE SHEET. 9. ORIGINAL ORAMNGS SHALL BECOl,fE THE PROPERTY OF THE CITY UPON BEING SIGNElJ BY THE CITY ENGINEER. 10. THE ORIGINAL ORAMNG SHALL BE RE/I/SEO TO REFLECT AS-BVILT CONDl110NS BY THE ENG/NEER-OF-HORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ff. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL 11MES Ot/RING CONSTRUC110N. 12. WHERE TRENCHES ARE MTHIN CITY EASEMENTS, A SOILS REPORT C&PR/SEO OF.· (A} 5(11,fl,fARY SHEET, (B} LABORATORY HORK SHEETS ANO (C} C&PAC110N CUR/£5, SHALL BE St/81,f/TTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN HE FIELD OF APPL/ElJ SOILS MECHANICS. THE SOILS REPORT MLL BE st/81,f/TTEO TD THE CITY ENGINEERING INSPECTOR MTHIN THV HORK/NG OA Y.S OF THE C&PLE110N OF FIELD TESTS. 1.J. A SOILS C&PAC110N REPORT ANO C&PL/ANCE VER/FICA110N REGARDING ADHERENCE TD REC&MENOA110NS OUll/NElJ IN THE SOILS REPORT IS REOUIREO PRIOR TO THE ISSUANCE OF A 8(//LO/NG PERMIT. ALL CONTRot.LEO GRADING SHALL BE OONE t/NOER THE DIREC110N OF A PROrrSSIONAL ENGINEER OF THE STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR Rill/RE FILL AREAS SHALL BE CONSTRt/C1EO IN ACCORDANCE MTH THE CITY OF CARLSBAD STANOARO SPECIF/CA 170NS ANO THE "EARTHHORK SPEC/FICA110NS" ATTACHED TO THE PRELIMINARY SOILS /N/£511GA110N. OA/L Y FIELD COl,fPAC110N REPORTS MLL BE st/81,f/TTEO TD THE PRO.JECT INSPECTOR. 14. A PRE-CONSTRt/C110N MEE11NG SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF HORK ANO SHALL BE AT1ENO£lJ BY ALL REPRESENTA11/£S RESPONSIBLE FOR CONSlRIJCUON. INSP£C110N, SIJP£R14SION. lESUNG ANO ALL OTHER ASPECJS OF !HE m;.l'i'A'. THE CONTRACTOR SHALL REOUEST A PRE-CONSTRt/C110N MEE11NG BY CALUNG THE INSPEC110N LINE AT (760} 438-3891 AT LEAST Fl/£ (5} HORKING OAY.S PRIOR TD STAR11NG CONSTRt/C110N. THE CONTRACTOR MLL THEN BE CONTAC1EO BY THE PROJECT INSPECTOR TO COORDINATE A OATE ANO 111,(£ FOR THE PRE-CONSTRVC110N MEE11NG. APPRO/IEO ORAMNGS Mt/ST BE AVAILABLE PRIOR TD SCHElJVL/NG. THE GRADING PERMIT MLL BE PR0/1/0ElJ BY THE PROJECT INSPECTOR AT THE MEE11NG. 15. ALL INSPEC110N REOIJESTS OTHER THAN FOR THE PRE-CONSTRt/C110N MEE11NG MLL BE MAO£ BY CALLING THE ENGINEERING 24-HOUR /NSPEC110N REOIJEST UNE AT (76oJ 438-3891. INSP£CllON REOIJESTl.{USTB£R£CE/lfl} PRIOR TO z·oo eu.. CW THE OAY BEFORE THE INSPEC110N IS NEElJEO. /NSPEC110NS MLL BE MAO£ THE NEXT HORK OAY VNLESS YOU REOUEST OTHERMSE. REOUESTS MAO£ AFlER 2.·00 P.AI. MLL BE SCHEOt/LEO FOR THV RILL HORK OA Y.S LATER. 16. THE OWNER ANO/OR APPUCANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONS1R(JCT ANO MAINTAIN ALL SAFETY OE/1/CES, INCLVOING SHORING, ANO SHALL BE Sot.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANOAROS, LAWS ANO REGtlLA 110NS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SEC110N 6705 BY St/81,f/TllNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOMNG THE DESIGN OF SHORING, BRACING st.OPING OR OTHER PR0/1/SIONS TD BE MAO£ OF HORKER PROTEC110N FR& THE HAZARD OF CA/I/NG GROUND OVRING THE EXCA VA 110N OF st/CH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA 110N THEREIN. THIS PLAN Mt/ST BE PREPARED FOR ALL TRENCHES Fl/£ FEET (5') OR MORE IN DEPTH ANO APPR0/£0 BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA110N. IF THE PLAN VARIES FR& THE SHORING SY.S1EAI STANOAROS ESTAB!.ISHEO BY THE CONSTRt/C110N SAFETY ORDERS: 111lE 8 CALIFORNIA AOl,f/N/STRA11/£ COO£ THE PLAN SHALL BE PREPARED BY A REG/STEREO ENC/NEER AT !HE CON!RACTOR's £»'ENSE A COPY OF THE OSHA EXCAVA 110N PE/?l,f/T !,ft/ST BE st/Bl,I/T1EO TO THE INSPECTOR PRIOR TO EXCAVA110N. 18. NO Bl.AS11NG SHALL BE PERFORMED t/N11L A VAUO BLAS11NG PERMIT HAS BEEN OBTAINED FR& THE CITY OF CARLSBAD. St/BAI/T APPL/CA110N FOR BLAS11NG PE/?l,f/T HELL IN ADVANCE OF THE SCHEOVL/NG OF Bl.AS11NG OPERA110NS. 19. IF ANY ARCHAEot.OG/CAL RESOURCES ARE 0/SCOVEREO MTHIN ANY WORK AREA OUR/NG CONSTRt/C110N. OPERA110NS MLL CEASE /l,fl,fEO/A1ELY ANO THE PERMIT1EE MLL N011FY THE CITY ENGINEER. OPERA110NS MLL NOT RESTART t/N11L THE PERMIT1EE HAS RECE/1£0 Hf?/T1EN At/THOR/TY FR& THE CITY ENGINEER TO 00 SO. 20. ALL OPERA110NS CONOt/CTEO ON THE SITE OR ADJACENT THERETO, /NCLt/0/NG WARMING VP, REPAIR, ARRIVAL, OEPARll/RE OR OPERA110N OF TRUCKS, EARTHM0/1/NG EOUIPMENT, CONSTRt/C110N EOUIPMENT ANO ANY OTHER ASSOCIA!EO GRADING EOUIPMENT SHALL BE LIN/lEO TD THE PER/00 BET/1£EN 7.·00 A.Al. ANO 6.·00 P.AI. EACH OAY, MONDAY THROUGH FRIDAY ANO NO EARTHM0/1/NG OR GRADING OPERA 110NS SHALL BE CONOt/C1EO ON WEEKENDS OR Hot./OA Y.S (A LIST OF CITY Hot./OAY.S IS AVA/LAB/.£ AT THE ENGINEERING OEPAR&ENT CO/JNlER). 21. ALL QFF-SllE HAUL RQ/JlES SHALL B£ SIJBVITlEO BY THE CON!RACTOR TO THE CITY ENC/NEER FOR APPROVAL TI/V RILL ffVRKING OA 1:5' PRIOR 1Q BECINNING OF HORI<. 22. IMPORT MAJER/AL SHALL BE OBTAINED FR(ll,(, ANO WASlE MAJER/AL SHALL BE OEPOSllEO AT, A SllE APPR0/£0 BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OANAGE OCC/JRRING ALONG THE HAUL ROUlES OR ADJACENT $11?E£TS AS A RES(JLT OF THE GRADING QPERA110N. 2.J. BRVSH SHALL BE REM0/£0 ONLY MTHIN THE AREA TD BE GRAlJEO. NO TREES ARE TO BE REM0/£0 VNLESS SPECIFICALLY N01EO ON THE PLAN. 24. ALL AREAS SHALL BE GRAOEO TD DRAIN. GRADING RESt/LTlNG IN THE PONO/NG OF WAlER IS NOT PERN/T1EO. ALL EARTHEN SWALES ANO DITCHES SHALL HA/£ A l,f/N/1,ftJl,f ONE PERCENT st.OP£ 25. THESE PLANS ARE St/8.JECT TO A SIGNED ANO APPR0/£0 SET OF EROSION CON!Rot. PLANS. EROSION CONTRot. SHALL BE AS SHOWN ANO AS APPR0/£0 BY THE CITY ENGINEER OR AS 0/RECTEO BY THE PRO.JECT INSPECTOR. 26. ALL st.OPES SHALL BE TRINMEO TO A FINISH GRADE TO PRODUCE A UNIFORM st/RFACE ANO CROSS SEC110N. THE SllE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDl110N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REN0/£0 ANO 0/SPOSEO OF AT A SllE APPRO/IEO OF BY THE CITY ENGINEER. 27. ALL st.OPES SHALL BE IRRIGA!EO, STABILIZED, PLANlEO ANO/OR H)'[)RO-SEEOEO MTHIN JEN (JO} OAY.S OF THE 11ME WHEN EACH st.OPE IS BROUGHT TD GRADE AS SHOWN ON THE APPR0/£0 GRADING PLANS. 28. LANDSCAPING SHALL BE ACC&PL/SHEO ON ALL st.OPES ANO PAOS AS REOUIREO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORAMNG NO. 428-91,fl,f. ANO/OR AS DIREClEO BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CON!RACTORS SHALL COORDINAlE THE HORK OF THESE GRADING PLANS MTH THAT SHOWN ON BOTH THE LANDSCAPE ANO /RR/GA 110N PLANS ANO THE /1,fPRO/,El,fENT PLANS AS REOUIREO FOR THIS HORK IN ACCORDANCE MTH THE LANDSCAPE MANVAL 111,fE REOUIRENENTS. .JO. STORl,f DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE MTH A l,f/N/1,ftJl,f 0-LOAO OF 1,350. FOR PRIVAlE STORM DRAIN PIPES, UP TD 15" PVC MAY BE t/TlL/ZEO PR0/110£0 DEPTH IS LESS THAN 15 FEET ANO BACKFILLED MTH .J/4" ROCK PER SORSO 5-4 TYPE t• ANO PIPE MEETS AS& STANOARO .JO.J4 FOR SOR .J5 Sot.ID WALL PIP£ .JI. WHERE AN £)(!511NG PIPE UNE IS TO BE ABANOONEO AS A RESULT OF THE GRADING OPERATlON, IT SHALL BE RENO/IEO MTHIN T/1£NTY FEET OF BU/LO/NG OR SlREET AREAS ANO REPLACED MTH PROPERLY C&PAC!EO SOILS. IN OTHER AREAS THE PIPE MLL BE PLUGGED MTH CONCRE!E OR REM0/£0 AS APPR0/£0 BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCA110N OF ALL £)(!511NG FAC/L/11ES (ABO/£ GROUND ANO t/NOER GROI/NO} MTHIN THE PRO.JECT SllE st/FFIC/ENllY AHEAD OF GRADING TO PERMIT THE RE/1/SION OF THE GRADING PLANS IF IT IS FOi/NO THAT THE ACll/AL LOCA 110NS ARE IN CONFLICT MTH THE PROPOSED HORI<. ..U. THE CONTRACTOR SHALL N011FY AffEClEO VTlL/TY COl,fPAN/ES (SEE BELOW} AT LEAST THV (2) RILL HORKING OAY.S PRIOR TO STAR11NG GRADING NEAR THEIR FAC/L/TlES ANO SHALL COORO/NAlE THE HORK MTH A COl,fPANY REPRESENTA11/IE VNOERGROI/NO SER/I/CE ALERT (800} 422-41.J.J SOC&£ (800) 660-734.J AT&T (800} 892-012.J 11ME WARNER CAB/.£ (760} 438-7741 COX C&l,ft/N/CA TlONS (760) 806-9809 CITY OF CARLSBAD (SlREETS & STORM DRAIN} (760} 434-2980 'CITY OF CARLSBAD (SEWER, WAlER & RECLA/MEO WATER} (760} 438-2722 'SAN 0/EG{//TO WAlER 0/SlR/CT (760} 6.J.J-2650 'LEVCAOIA WASTE WAlER DISTRICT (760} 75.J-015.5 •VALLEC/TDS WA 1ER DIS!RICT (760} 744-0460 •ot.!IIENHAIN WAlER DISTRICT (760) 75.J-6466 'BUENA SAN/TA110N 0/SlR/CT (760} 726-1340 •AS APPROPR/A lE 34. PERAIIT COl,fPL/ANCE REOU/RE/,/ENTS.· A. FOR CON!RO/.LEO GRADING -THE APPLICANT HIRES A C//1/L ENGINEER, SOILS ENGINEER, ANO/OR GEot.OG/ST TO GI/£ lECHNICAL AO/I/CE; OBSER/£ ANO CONTRot. THE HORK IN PROGRESS /15.16.!20.8/ CARLSBAD l,ftJNIC/PAL COO£ 8. PRIOR TD FINAL APPROVAL OF A GRADING PERMIT -THE FO/.LOMNG REPORTS Mt/ST BE St/BN/T1EO TO THE CITY ENGINEER //IA THE PROJECT INSPECTOR /15. 16. 120.9 & !OJ CARLSBAD l,ftJNIC/PAL COO£· (I) FINAL REPORT BY st/PER/I/SING GRADING ENGINEER STA11NG ALL GRADING IS C&PLE!E ALL EROSION CONlRO!., st.OPE PLAN11NG ANO /RRIGATlON ARE INSTALLED IN CONFORMANCE MTH CITY COO£ ANO THE APPR0/£0 PLANS (OBTAIN SAMPLE OF C&PLIANCE LET!ER FR& CITY ENGINEERING OEPAR&ENT}. (2) AS-Bt//L T GRADING PLAN. (.J} REPORT Ff?(ll,( THE SOILS ENGINEER, WHICH INCLUDES RECOl,fl,fENOEO SOIL BEARING CAPAC/11£5, A STAlEMENT AS TD THE EXPANS/1£ OUAL/TY OF THE SOIL, ANO St/1,fl,fAR/ES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLVOE A STA1EAIENT BY THE SOILS ENGINEER THAT THE GRADING WAS OONE IN ACCORDANCE MTH THE REOU/RE/,/ENTS ANO RECOl,fl,fENOA 170NS Ol/ll/NEO IN THE PRELIMINARY SOILS REPORT ANO ANY st/PPLE/,/ENTS THERETO. (4}REPORT MTH AS-BUILT GEot.OG/C PLAN, IF REOUIREO BY THE CITY. .J.5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /Sst/EO MTHIN ONE (f} >E'AR AFlER THE CITY ENG/NEER's APPROVAL, THESE PLANS MAY BE REOUIREO TO BE REStJBl,f/T1EO FOR PLAN CHECK. PLAN CHECK FEES MLL BE REOUIREO FOR ANY SVCH RECHECK. .J6. THE SOILS REPORT TlllEO (GEO!ECHNICAL /N/£511GA110N. NARBR/SA RESORTS PHASE Ill. GRANO PACIFIC RESORTS PREPARED BY {A(rct. .• OA!EO APRIL 24. 2015. INCLVO/NG ALL VPOA!ES, SHALL BE CONSIOERElJ AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE OONE IN ACCORDANCE MTH THE REC&MENOA 110NS ANO SPECIFICATlONS CONTAINED IN SAIO SOILS REPORT. 37. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF 111lE 24. CAUFORNIA AOl,/IN/STRA 111£ COO£ .J8. ALL St/RvEY MONt/MENTS ANO POINTS THAT ARE DISll/RBEO BY THIS HORK SHALL BE REESTABLISHED, PERPEll/AlEO, ANO OOCt/NENlEO PER THE PROrrSS/ONAL LANO SVRvEYORS ACT. OECLARA 110N OF RESPONSIBLE CHARCE I HEREBY DECLARE THAT I AM THE ENGINEER OF HORK FOR THIS PROJECT, THAT I HA 1£ EXERCISED RESPONSIBLE CHARGE OVER THE OESIGN OF THIS PROJECT AS OEF/NEO IN SEC110N 670.J OF THE BVSINESS ANO PROrrSSIONS COO£; ANO THAT THE DESIGN IS CONSIS!ENT MTH CURRENT STANOAROS. I t/NOERSTANO THAT THE CHECK OF PROJECT ORAMNGS ANO SPEC/FICA110NS BY THE CITY OF CARLSBAD OOES NOT REUE/£ ME; AS ENGINEER OF HORI(, OF MY RESPONSIB/L/11£5 FOR PRO.JECT DESIGN. EXCEL ENGINEERING 440 STA lE PLACE ESCONO/Ola CA 92029 FIRAI.· AOORESS.· CITY, STA!E· TELEPHONE BY.· ~ff~ ROBffiio.~ENnNO OA!E· _____ _ R.C.£ NO.: z,4.56.""""'29'-------REG/STRATlON EXPIRATlON OA!E· !2-Jl-2024 SOIL ENC/NEER~ CERllRCAlE I, DANIEL J. RICHARDSON. A REG/SlFREO (Cl/1/L/ GEO!ECHNICAL) ENGINEER OF THE STA1E OF CALIFORNIA, PR/NC/PALLY 00/NG 81/S/NESS IN THE FIELD OF APPLIED SOILS MECHANICS. HEREBY CERTlFY THAT A SAMPLING ANO Sll/OY OF THE SOIL CONDl110NS PREVAL£NT MTHIN THIS S/1E WAS MAO£ BY MY PREDECESSOR ON OR BETHEEN THE OA!ES OF OCTOBER 6, 2011. FEBRUARY 16. 2012 ANO 0£C£AIBER 6. 2012 ANO OCTOBER 24 2022. TmJ CO/IFS OF THE SOILS REPORT COl,IPILEO FROl,f lHIS S1l/OY. MTH MY RECOl,fl,fENOA110NS, HAS BEEN S/181,f/TlEO TD THE omCE OF THE CITY ENGINEER, OA 1EO NO/IEAIBER 4, 2016, MARCH 15, 2022 ANO NO/IEAIBER 4, 2022. ~~-Rt~~ s ~~ C 89379 § * CIVIi.-OF Cl\\.\' OWNER~ CERllRCA lE S!GNFO.~ f ~l'r'b P.F N0·.,";89.i"'J.'--'579.c-=~-------OA1E: 2/N/202.I LICENSE FXPIRA110N OA1E: !2/JJ/2024 I (JtE} HEREBY CER11FY THAT A REG/SlEREO SOILS ENGINEER OR GEO/.OG/ST HAS BEEN OR MLL BE RETAINED TD SVPER/1/SE OvER-ALL GRADING ACTl/1/TY ANO AO/I/SE ON THE C&PAC110N ANO STABILITY OF THIS SllE IF THIS PROJECT,/OEltFl.OPEl,fENT IS St/8.JECT TD A STAlE-REGtlLAlEO 51/f'PP, I (JtE} ALSO AGREE A OUAL/FIEO Sllf'PP PRAC11110NER (OSP} HAS BEEN OR MLL BE RETAINEO TO St/PER/I/SE /l,fPLE/,/ENTA110N OF THE 51/f'PP IN ACCORDANCE MTH THE CALIFORNIA CONS1RVC110N ORDER ANO l,ft/NICIPAL PERAIIT, LA .. . . '.510N. OAT£ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA!EO BY PHOTOGRANETR/C NETHOOS Ff?(ll,( INFORNA110N GATHERED ON 8-8-2006 BY ANALYTlCAL PHOTOGRAMMElR/C St/RvEY.5; INC. TOPOGRAPHY SHOWN HEREON CONFORMS TD NATlONAL MAP ACCURACY STANDARDS. GRADES SHOWN IN AREAS COvEREO BY ORAMNG NO. 428-9A ARE SHOWN AS £)(!511NG ON THIS PLAN. PROJECT LOCA 110N THIS PROJECT IS LOCA!EO MTHIN A5.5£SSORS PARCEL Nt/MBER(S) 211-1.J!-1.J THE CALIFORNIA COORDINA lE INDEX OF THIS PROJECT IS.· N 1994 £6234 EROSION CONlROL NOlES !. IN CASE EMERGENCY HORK IS REOUIREO, CONTACT GRANO PACIFIC RESORTS, AT (760} 4.Jl-8500 (PHONE NUMBER} HOUSTON ARN0/.0 CELL/ (760} 585-8879 2. EOUIPMENT ANO HORKERS FOR EMERGENCY HORK SHALL BE MAO£ AVAILABLE AT ALL 111,fES OUR/NG THE RAINY SEASON. ALL NECESSARY MAlER/ALS SHALL BE STOCKPILED ON SITE AT CONvENIENT LOCA110NS TO FACIUTAlE RAP/0 CONSTRVC110N OF lEMPORARY OE/1/CES WHEN RAIN IS EMINENT. .J. FOR PROJECTS COvEREO BY STAIE Sllf'PP/WOIO, IN ACCORDANCE MTH THE CONSTRt/C110N ORDER /Sst/EO BY THE CALIFORNIA REGIONAL WAlER OUALITY CONTRot. BOARO, THE OUALIFIEO 51/f'PP PRAC11110NER (OSP} SHALL t/POAlE ANO MAINTAIN THE WA !ER Pot.Lt/110N CON!RO/. (llf'C) PLAN TO ADDRESS t/POA lEO SllE CON0/170NS OF THE PROJECT. THE t/POA!EO 1/f'C PLAN ANO UPDATE 51/f'PP SHALL BE KEPT AT THE PRO.JECT SllE ANO MAO£ AVAILABLE TO THE CITY INSPECTOR. A00/110NAL CONS1Rt/C110N Bl,IP's BEYOND THE ORIGINAL APPRO/IEO 51/f'PP SHALL BE PR0/110£0 TD AOORESS SllE CON0/110NS NOT AN11C/PA1EO. THE OSP SHALL REPORT BMP OEFIC/ENC/ES TO THE CITY INSPECTOR. THE OSP SHALL OBTAIN APPROVAL Ff?(ll,( THE OUAL/FIEO 51/f'PP OEltFl.OPER ANO THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP OEPLOYl,fENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROi. OE/1/CES TO HORKING ORDER TO THE SA11SFAC110N OF THE CITY ENGINEER AFlER EACH RUN-Off PROOl/C/NG RAINFALL. 5. THE CON!RACTOR SHALL INSTALL A00/110NAL EROSION CON!RO/. MEASURES AS MAY BE REOUIREO BY THE CITY ENGINEER OVE TO tJNCOl,fPLE1EO GRADING OPERA110NS OR UNFORESEEN CIRCUMSTANCES WHICH NAY ARISE. 6. THE CON!RACTOR SHALL BE RESPONS/8/.E ANO SHALL TAKE NECESSARY PRECAt/110NS TD PREvENT Pt/Bl.IC !RESPASS ONTO AREAS WHERE /1,fPOI/NOEO WA lERS CREA TE A HAZAROO/.IS CON0/110N. 7. ALL EROSION CONlRO!. MEASURES PR0/110£0 PER THE APPRO/IEO GRADING PLAN SHALL BE INCORPORA lEO HEREON. 8. GRAOEO AREAS AROI/NO THE PROJECT PERIMElER !,ft/ST DRAIN AWAY FR& THE FACE OF st.OPE AT THE CONCLUSION OF EACH HORKING OAY. 9. ALL REMOVAB!.E PROlECTlvE OE/1/CES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING OA Y WHEN THE Fl/£ (5) OA Y RAIN PROBABILITY FORECAST EXCEEOS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REM0/£0 AFlER EACH RAINFALL. 10. ALL GRA ltFl BAGS SHALL BE BURLAP TYPE MTH .J/4 INCH N/N/1,f{ll,f AGGREGA lE II. SHOI/LO GERl,f/NA 110N OF H)'[)RO-SEEOEO st.OPES FAIL TD PRO/I/OE EFFEC11/£ COvERAGE OF GRAOEO st.OPES (90% COvERAGE} PRIOR TO NOvEMBER 15, THE st.OPES SHALL BE STABILIZED BY PVNCH STRAW INSTALLED IN ACCORDANCE MTH SEC110N .JS.02.J OF THE EROSION ANO SEO/MENT CON!Rot. HANDBOOK OF THE OEPAR&ENT OF CONSERVA110N, STAIE OF CALIFORNIA. lEMPORARY EROSION CONlROL PLANllNC ANO /RR/CA 110N ALL PERMANENT ANO lEMPORARY EROSION CON!Rot. PLAN11NG ANO /RRIGA110N SHALL BE INSTALLED ANO MAINTA/NEO AS REOUIREO IN SECTlON 212 OF THE STANOARO SPECIF/CA 110NS ANO THE Fot.LOMNG.· A. H)1)R0-SEEO/NG SHALL BE APPLIED TO.· !. ALL st.OPES THAT ARE GRAOEO 6.·! (HORIZONTAL TD VERTlCAL} OR SlEEPER WHEN THEY ARE o. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PVBLIC WALL OR SlREET. b. ALL st.OPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRAOEO FLA T1ER THAN 6.· I WHEN ANY OF THE Fot.LOMNG CON0/110NS £)(!ST: o. NOT SCHEOVLEO FOR ll,(PR0/£1,fENTS (CONS1Rt/C110N OR GENERAL LANDSCAPING} MTHIN 60 OAY.S OF ROI/GIi GRADING. b. IOENTlFIEO BY THE PARKS ANO RECREA 110N DIRECTOR AS HIGHLY 11518/.E TO THE PUBLIC. c. HA/£ ANY SPECIAL CONDITlON /OEN11FIEO BY THE CITY ENGINEER THAT WARRANTS INNEOIA TE TREA &ENT. 8. H)'[)RO-SEEOEO AREAS SHALL BE IRRIGA!EO IN ACCORDANCE MTH THE Fot.LOMNG CR/lER/A: I. ALL st.OPES THAT ARE GRAOEO 6.·! OR SlEEPER ANO THAT ARE o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRR/GAlEO BY HANO WAlER/NG Ff?(ll,( OU/CK COUPLERS/HOSE BIBS OR A CONIIEN110NAL SY.STEM OF LOW PREC/P/TA110N SPRINKLER HEADS PR0/110/NG 100% COvERAGE b. GREAlER THAN 8 FEET IN HEIGHT SHALL BE WA!EREO BY A CONIIEN110NAL SY.SIEN OF LOW PREC/P/TA110N SPRINKLER HEADS PR0/110/NG 100% COvERAGE 2. AREAS st.OPED LESS THAN 6.-/ SHALL BE IRRIGA!EO AS APPR0/£0 BY THE CITY ENGINEER, PRIOR TO H)'[)RO-SEEDING. THE OEltFl.OPER SHALL SVBNIT A PROPOSED SCHEME TD PRO/I/OE IRRIGATlON TD THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SY.SlEAI. .J. /RR/GA 110N SHALL MAINTAIN THE MOIS ll/RE LEltFl OF THE SOIL AT THE OP11Nt/l,f LEltFl FOR THE GROWTH OF THE H)'[)RO-SEEOEO GROWTH. C. H)'[)RO-SEEDING AIIX SHALL CONSIST OF ALL OF THE Fot.LOMNG.· !. SEEO NIX SHALL CONSIST OF NO LESS THAN.· o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. .J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACHILLEA l,f/LLEFot./A e. .J lbs. PER ACRE OF AL Y.SSt/1,f (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF DIMORPHot.ECA g. /1EAIS c,d,e, ANO f OF THIS SVBSEC110N MAY BE (ll,(/T1EO ON LOCA110NS WHERE THE AREA BEING HYORO-SEEOEO IS NOT /I/SIBLE Ff?(ll,( EITHER A P{JBL/C SlREET OR RESIOEN11AL STRt/Cll/RES. h. /1EAI a OF THIS St/BSEC110N Nt/ST BE INOCIJLA lEO MTH A NllROGEN F/)(ING BAClER/A ANO APPLIED ORY EITHER BY OR/LL/NG OR BROAOCAS11NG BEFORE HYORO-SEEOING. l ALL SEEO NAlER/ALS SHALL BE 1RANSPOR1EO TO THE JOBS/IE IN UNOPENED CONTAINERS MTH THE CALIFORNIA OEPAR&ENT OF FOOO ANO AGR/CULll/RE CER11FICA110N TAG ATTACHED TO, OR PR/NlEO ON SA/0 CONTAINERS. i NON-PHYTO-TO)(IC /1£T11NG AGENTS MAY BE AOOEO TO THE H)'l)RO-SEEO st.URRY AT THE O/SCRE110N OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RAlE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (SlRAW} MAY BE St/BS111l/1EO, ALL OR PART, FOR HYORAVLICALLY APPLIED FIBER MAJER/AL. WHEN STRAW IS {ISEO, IT l,f{IST BE ANCHOR£[) TD THE st.OPE BY !,(£CHAN/CALLY Pt/NCH/NG NO LESS THAN 50% OF THE SlRAW /NTD THE SOIL. .J. FER11LIZER CONSIS11NG OF ANMON/t/N PHOSPHAlE SVLFATE, 16-20-0, MTH 15% St/LPHVR APPLIED AT THE RAlE OF 500 lbs. PER ACRE 0. AREAS TD BE H)'l)RO-SEEOEO SHALL BE PREPARED PRIOR TD H)'l)RO SEEDING BY: I. ROUG/IENING THE SVRFACE TO BE PLANTED BY ANY OR A C&B/NATlON OF.· o. !RACK WALKING st.OPES STEEPER THAN 6.· I b. HARROMNG AREAS 6.· I OR FLA T1ER THAT ARE St/FFICIENll Y FRIABLE c. RIPPING AREAS THAT MLL NOT BREAK UP USING /lEl,(5 a OR b ABO/IE 2. CON0/110N/NG THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY: o. A0,J{J511NG THE SURFACE SOIL NOISll/RE TD PRO/I/OE A OAl,fP BVT NOT SA1l/RA1EO SEEO BED. b. THE A00/110N OF SOIL ANENOl,/ENTS, PH AOJ/1511,/ENT, LEACHING OR COvERING SALINE SOILS TO PR0/110£0 /I/ABLE CONDITlONS FOR GROWTH. £ HYORO-SEEOEO AREAS SHALL BE MAINTAINED TD PRO/I/OE A /1/GOROUS GROWTH t/N11L THE PROJECT IS PERMANENT!. Y LANOSCAPEO OR, FOR AREAS WHERE HYORO-SEElJING IS THE PERMANENT LANDSCAPING, VN11L THE PROJECT IS C&PLETEO ANO ALL BONDS RELEASED. SITE VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP CITY OF VISTA ~ ,;-0 CITY OF _,_--,~SAN MARCOS WORK TO BE OONE THE GRADING HORK SHALL CONSIST OF THE CONSTRt/CTlON OF ALL C/JTS ANO RLLS. REMEDIAL GRADING, ORA/NACE FAC/U11ES, EROSION CON!Rot. FAC/Ll11ES. ANO PLAN11NG OF PERMANENT LANDSCAPING ANO PREPARA110N OF AS-BUILT GRADING PLANS. AS-BUILT GEO/.OG/C MAPS ANO REPORTS, ALL AS SHOWN OR REOUIREO ON THE SET OF PLANS ANO THE CITY STANOAROS. SPEC/FICATlONS. REOUIRENENTS, RESot.t/110NS ANO ORO/NANCES C/lEO ON THESE PLANS. THE GRADING HORK SHALL BE PERFORMED IN ACCORDANCE MTH THE FO/.LOMNG OOCt/NENTS, C/JRRENT AT THE 17NE OF CONS1Rt/C110N, AS 0/REC!EO BY THE CITY ENGINEER. !. CARLSBAD l,ftJN/C/PAL COO£ 2. CITY OF CARLSBAD STANOAROS. .J. THIS SET OF PLANS. 4. RESot.t/110N NO. 5685, 5686, 5687, 5688, 5689, 5690 & 5691 OA!EO SEPT. !, 2004 & RESot.t/110N 7124 OATEO OCT. 7, 2015 5. THE STANOARO SPEC/FICA110NS FOR PVB!.IC HORKS CONS1Rt/C110N. (GREEN BOOK} 6. SOILS REPORT ANO RECOl,fNENOA110NS BY Mrct. OA!EO APRIL, 2015. AS-GRAOEO SOILS REPORT BY NTGL OA!EO NOV. 4, 2016. t/POAlE LET!ER BY MTGL OA!EO MAR. 15, 2022. NEW GEO!ECHNICAL /N/£511GA110N REPORT BY MTGL OA!EO NOV. 4, 2022. 7. THE SAN 0/EGO REGIONAL STANOARO ORAMNGS ANO AS MAY BE 1,(00/FIEO BY THE CITY OF CARLSBAD STANOAROS. 8. CALIFORNIA COASTAL COl,fl,f/SSION OEltFl.OPI.IENT PERMIT 0.J-04(A} 5688 SEPT!, 2004 9. l,f/11GA1EO NEGA11/£ OECLARATlON ANO l,f/11GA110N NON/TOR/NG ANO REPOR11NG PROGRAM RESot.t/110N NO. 5685 OA!EO SEPT. !, 2004. 10. STORM WAlER Pot.Lt/110N PREIIEN110N PLAN PREPARED BY EXCEL ENGINEERING.-SEE 11ER 2 CITY STORM WAlER Pot.Lt/110N PREvENTlON PLAN SHEET 4 ANO SHEET 5. If. STORM WAlER MANAGEMENT PLAN (SHMP 15-19} PREPARED BY EXCEL ENGINEER/NG, OAJEO.· FEBRUARY .,I 2016 12. THE CALIFORNIA STORM WAlER OUAL/TY ASSOCIATlON (CASOUA}, STORM WAlER BEST MANAGEl,fENT PRACTlCE CONSTRt/C110N HANDBOOK, ANO CAL/RANS CONSTRt/C110N SllE BEST NANAGEl,fENT PRACTlCES (BMP} MANUAL. ABANDONMENT NOlES PAR11ALL Y C&PLE!EO PROJECTS SEEKING TD INOEFIN/1EL Y STOP HORK ANO CLOSE THE GRADING PERMIT Nt/ST IMPLEMENT APPROPR/A 1E ACCESS RES1R/C110N ANO EROSION ANO SEO/NENT CONTRot. MEASURES TD THE SA11SFAC110N OF THE CITY, /NCLVO/NG 81/T NOT LIM/lEO TO THE Fot.LOMNG.· I) PERMANENllY STABILIZE ALL st.OPES (>5%} -70% COvER MTH Ml.L-ESTABLISHEO, St/STA/NAB!.£; NON-11££0 vEGETATlON (SEE CITY LANDSCAPE l,fANVAL FOR GV/OEL/NES} IS CONSIOEREO AOEOUA!E .__ __________ ,eClccTY.,__,O,.,.F---""='-"-'-""--------__, 2) PERMANENllY STABILIZE FLAT AREAS {.S:5.%) -70% COvER MTH Ml.L-ESTAB!.ISHEO, st/STA/NAB!.£; NON-WEEO vEGETA110N (SEE CITY INDEX OF SHEETS 1-111lE SHEET 2-£)(!511NG CONO/TlON SHEET .J-GRADING SHEET 4-51/f'PP 11ER 2 111lE SHEET 5-51/f'PP PLAN LECAL OESCR/PllON A PORTlON OF PARCEi. C OF CERTlRCAlE OF C()l,(PL/ANCE AO✓ 11-04 RLEO ON APRIL 25, 2012 AS OOC. NO. 2012-024!0!6, FILEO IN 17iE OFFICE OF THE COLINTY RECORDER OF SAN 0/EGO COLINTY. OWNER GRANO PAC/RC CARLSBAD, LP. c/o GRANO PAC/RC DEVELOPMENT, INC. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA. 92008 (760} 4.Jl-8500 CONTACT.· 11M STRIPE APPLICANT: GRANO PACIFIC CARLSBAD, LP. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760} 431-8500 CONTACT: 11M STRIPE REFERENCE ORAHfNCS CITY OF CARLSBAD ORAMNG NO. .J.J.J -2H CITY OF CARLSBAD ORAMNG NO. .J.J.J -2V CITY OF CARLSBAD ORAMNG NO. .J.J.J -2Y CITY OF CARLSBAD ORAMNG NO. .J.J.J -2Z CITY OF CARLSBAD ORAMNG NO. 428 -9 CITY OF CARLSBAD ORAMNG NO. 428 -9A CITY OF CARLSBAD ORAMNG NO. .J.J.J -2G CITY OF CARLSBAD ORAMNG NO. .J.J.J -2GO CITY OF CARLSBAD ORAMNG NO. 428 -9F ALL STANOARO DRAMNGS ARE SAN DIEGO REGIONAL STANDARD ORAMNGS (SORSO} UNLESS NO!EO OTHERMSE.· • CITY OF CARLSBAD STANOARO " CARLSBAD l,f{IN/C/PAL WAlER 0/SlR/CT STANOARO DRAMNG ,,, SORSO AS NOO/FIEO BY CITY OF CARLSBAD EARlJIWORK Q(JANllllES CUT: 24 C. Y. RLL: 0 C. Y. EXPORT: 24 C. Y. REMEDIAL.· 24! C. Y. LANDSCAPE MANVAL FOR Gt/lOEL/NES} OR 2 INCHES (MIN/1,ftJl,f} OF PERMEABLE COVER (EC., GRAltFl) IS CONSIOEREO AOEOUAlE. .J} RESlRICT ACCESS TO SITE -COORDINATE MTH CITY STAFF TD DETERMINE APPROPRIATE FENCING TYPE 4) SIGNAGE ALONG FRONTAGE ROAO(S} POSTlNG THAT Ot/MPING, L/TlERING, ANO TRESPASSING ARE PROH/8/lEO. 5) TRESPASS ENFORCE/,/ENT At/THORIZA110N LETTER Nt/ST BE SENT FR& THE OWNER TO THE CITY OF CARLSBAD Pot.ICE OEPAR&ENT. 6) NOTARIZE ANO RECORD AGAINST THE PROPERTY AN AGREEl,fENT STA11NG THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING ANO SIGNAGE; ADHERING TD THE FIRE PRE/£N110N ORO/NATlON, KEEPING THE SITE FREE FR& LIT!ER ACCt/Nt/LATlON ANO vEGETA110N GROWTH, ANO REMO/I/NG ANY ILLEGALLY Ot/MPEO MAlER/ALS AT THE SllE t/N11L THE PROPERTY IS OEltFl.OPEO IN THE Rill/RE SURFACE IMPROVEMENTS (PR/VA TE) NO. ITEM STANDARD DRAWING IS1-1 I flA TIKJRl(/5/0EWALK PER SORSIJ G-07 151-21 o• TD 6• PCC Ct/RB PER SORSO G-01 151-31 lli't/NCA 1EO l)(Jl,(£5 PER SORSO G-.JO lst-41 ACCESS/Bl.E RA/,fPS PER SORSO G-27 lst-51 A/00/FIEO ctJRB & Gt/TIER PER DETAIL SHEET J lst-61 GR/NO & OICRLAY PER DETAIL SHEET J STORM DRAIN IMPROVEMENTS (PR/VA TE) NO. ITEM STANDARD DRAWING IS1J-,1 4" HOPE FOR AREA DRAIN PER AIANt/FAClllRER's REC(Jl,(l,(ENOA 110N ISIJ-21 CONNECT PIPE lli'ASH SCREEN t/N/1EO STOR.11 WA 1FR /Ne. IS1J-.1I 4• GRATED AREA DRAIN SIO(JX CHIEF FINISHLINE FLOOR DRAIN ISIJ-41 6• HOPE PIPE PER MANt/FACll/RER's RECONMENOA 110N ISIJ-51 6• ATR/{/JI GRAlE INLET NOS ATR/(/1,f GRAlE POST-CONSTRUCTION BMP TABLE QtJANTlTY 2,!,17SF !7LF 15 SF I EA .f6 LF .J80 SF QtJANTlTY 249LF 2EA 5EA 139 LF 6EA EXEMPT FROM TRASH CAPTURE? DYES SYMBOL 'V V ,0000000000 ,0000000000 ............................... SYMBOL --SD--~ 0 --SD--0 EXEMPT FROM HYDROMODIFICA TION? DYES NOJE.· THE OIRT HORK SHOWN HEREON IS BASED ON THE FO/.LOMNG DESIGN CR/lERIA. 2,147 SF SIDEWALK SEC110NS = 4• PCC OVER NATl/lE STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORM WATER REQUIREMENTS [X] PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP [X] NO MAINTENANCE AGREEMENT [X] NO SHEET NO. MAINTENANCE FREQUENCY IT IS THE RESPONSIBILITY OF THE CON!RACTOR TD RE/1/EW & CONFIRM ALL OUAN1111ES SHOWN HEREON. THESE OUAN1111ES ARE NOT /NlENOEO TO BE t/11L/ZEO FOR 8/00/NG PVRPOSES. THE ENGINEER OF HORK ASSUMES NO LIABIUTY Ot/E TO VAR/A 170NS IN THE GRADING OUAN1111ES NO!EO HEREON. BENCH MARK DESCRIPTION: LOCATION: RECOROEO: ELEVATION: CARLSBAD CONTROL MONUMENT # 3028. BRASS DISK IN WELL MONUMENT STAMPED LS 4324 APPROX 750' WESTER! Y & BOO' NORTHFRI Y Al ONG A DIRT TRAIL FROM THF WESTERLY FNQ Of THf CANNON ROAO BRIDGE. CITY OF CARLSBAD ORTHOPHOTO MAPPING DRAWING NO. 296-5 118. 768 DA TUM: 1929 MEAN SEA LEVEL OA TUM TRASH CAPll/RE £)(!ST. PARTlAL RElENTlON BASIN 1/MlElJ STIJllll llll!E'H Alt: Pfff !HASH SCREEN NP-~ TC-32 PRIVAlE PRIVAlE TOTAL LOT AREA _.2w0u:.2c..A,,,C,£Ru;E,2.S ____ _ TOTAL DISTURBED AREA = 0.266 ACRES (THIS AREA INCLUOES BUT IS NOT UM/TEO TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS. CONSTRUCTION Bl,IP MA/NlENANCE AGREDIENT Bl,IP MA/NlENANCE AGREDIENT 3 3 OUAR7l'RLY MONTHLY ANO AFlER STORl,f "AS BUil T" RCE __ _ EXP, ___ _ DATE WORKER FOOT TRAFFIC. SOIL/GRAVEL PILES, UTILITY 1-------------------a TRENCHES. BACKFILL CUTS AND SLOPE KEYWA YS) REVIEWED BY: TOTAL REPLACED IMPERVIOUS AREA = 0 SF TOTAL PROPOSED IMPERVIOUS AREA = 7,858 SF INSPECTOR DA TE ENGINEER OF WORK l---t------+-----------+--+-~l--~----II SH1EET I CITY OF CARLSBAD I SHE5ETS I :==:::::::~=L::::A::N::D:::::D::::EVE::::::::L::O::PM::E::::N::T:::::::E::NG::::l::N::EE::::R::IN::G:::::::~=== EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE. ESCONDIDO. CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~.2~=-.,L---ROBERT D. DENTINO DATE RCE: 45629 1---l---+-----------------1-----ll----+---l------l GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -VILLA 67) 1---t--+---------------1---+--+-----I----I GR2022-0032 lllLE SHEET APPROVED: JASON S. GELDERT 1---1---+----------------l-----l----l----l-----l ENGINEERING MANAGER PE 63912 EXPIRES 09 30 24 DATE DWN BY: KW PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD f-O..:.lH:..:.E:.=R_A..J.PP..::R.::..OVc:.A=L+::..:C::..:ITY..:._A_LPPc:.R::..:OV.::..A:::.L-1 RVWD ~~;---CT 03-02 428-9K DA 1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION GO DocuSign Envelope ID: 874DF9C5-71ED-4555-A4C8-1C4A017009113/15/2023
2/14/23
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440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
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(MARBRISA -VILLA 67)
l----+------+---------------+----+-----,1-----+-----I GR2022-0032 EXISTING CONDlllON SHEET
APPROVED: JASON S. GELDERT
1-----+------+---------------+----+---<1-----+----1 ENGINEERING MANAGER PE 63912 EXPIRES 09 30 24 DATE
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ENGINEER OF WORK REVISION DESCRIPTION GO
DocuSign Envelope ID: 874DF9C5-71ED-4555-A4C8-1C4A01700911
3/15/2023
2/14/23
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N7r.J6'29"E 5.08' 2(J(JJr 6'/flJPE
NJ2';Jfj'29"E 1217' 2(J(JJr 6" lflJPE
Nl2'2J:Jt"W I.J.17' 200% 6'/flJPE
Nl2'2J:Jf'W 26.JJ' 200% 6" lflJPE
Nl2'2J'.Jt"W 6.16' 2(J(JJr 6'/flJPE
S7r.J5'29"W 80!' 14.31% -1· II/JP£
Nl2'2J:Jt"W 7.01' 200% -1· II/JP£
N79'5.J:Jt"W 20.71' 200% -1· II/JP£
S7r.J5'29"W 1229' 2(J(JJr -1· II/JP£
S7r.J5'29"W 1229' 2(J(JJr -1· II/JP£
SJ2:J6'29"W 5.00' 200% -1· II/JP£
S!2'2J'.l!"E 5.og• !/0.68$ -1· II/JP£
N7r.J5'29"E 21.28' 2(J(JJr -1• HOP£
N7r.J5'29"E 21.28' 2(J(JJr -1· II/JP£
N7r.J5'29"E .J. 45' 1"8.86% -I'll/JP£
Sl2'2J'.l!"E 6.19' 200% -I'll/JP£
Sl2'2J:Jt "E taJt' 200% /"HOP£
Sl2'2J:Jt "E I-I.SJ' 2(J(JJr 4"/IIJP£
N7r.J5'29"E 1.28' 1.76% /'II/JP£
~-~ ~ ---------en :_., '89.49 re
...__;~ 188.75 IE '--'-"--'-'f88.50 IE
---
P/t 1• 45' BENO
--t88.26IE
,t_• 22.5" BENO
I. 1%
/
-----~~c.---£)(/ST. FENCE
--PROlFCT IN Pl.ACE
1• 45· & 22.5· BENO I
...__------==;~:;:::::::..;_.:;;7 -f84.2J IE
1• !iO' BENO
t. # 1$
f89.9J HP ~ 188.85 IE
187.70 IE
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7
ROOF IJOHIVSPOt/T
189.BJ HP
0
!RASH SCHEQI SPEC1flCAllONS
L= J.5 FT
H= JFT
A'= 4.62 FT2
"G"tlV AREA OF ORIFICES
I
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~ (181.7JIE}
TYPE QUANTITY OWNERSHIP
!RASH CAPll/RE 2EA PRIVAlF {JN/lEO STORAI WA!ER
ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
-,,z::i..Z~
DATE
I '-I ..................
~-f--------~ ----
I
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SCALE· f'=!O'
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189.48 so 5 187.051E~~
SO-I
~ CITY OF CARLSBAD I SHESETS I
1------1---+----------------+----+--+-----11-----< ~ LAND DEVELOPMENT ENGINEERING
1------1---+----------------+----+--+-----11-----<
1------1---+----------------+----+--+-----11-----1 GRADING PLANS FOR:
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -VILLA 67)
l------l---+----------------+----+--+-----11-----1 GR2022-0032 GRADING SHEET
APPROVED: JASON S. GELDERT
1------1---+----------------+----+--+-----11-----< ENGINEERING MANAGER PE 63912 EXPIRES 09 30 24 DATE
OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g ~~;--CT 03-02 . 428-9K
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
GO
DocuSign Envelope ID: 874DF9C5-71ED-4555-A4C8-1C4A01700911
3/15/2023
2/14/23
STORA/ WATER POlll/llON PREvENllON NOTES
GENERAL S/lE AIANACEMENT REQ{IIREAIENTS
THE FOLLOHING GENERAL S/lE AIANAGEAIENT R£OUIREAl£NTS SHALL BE ADHERED TO
THROIJGHOIJT THE OURAllON OF THE CONSTRUCllON WORK (YEAR ROI/NO)
I. IN CASE OF EAl£RGENCY WORK IS R£0UIREIJ, CONTACl:HO//STON ARNOLD FROAI: GRANO
PAC/RC RESORTS AT (m. NO.) {760) 585-8879.
2. DEVICES SHOWN ON CITY APPR0/1£0 PLANS SHALL NOT BE t.1011£0 OR AIOOIREO HITHO//T
THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/NC ORDER TO
THE SAllSFACllON OF THE CITY ENGINEER AFTER EACH RUN-OFF PROOUC/NG RAINFALL.
4. THE CONTRACTOR SHALL INSTALL AOO/llONAL EROSION CONTROL AIEASURES AS AIAY BE
RE()(JIR£0 BY THE CITY £NG/NEER OU£ TO UNCOI.IPLElEO GRADING OPERAllONS OR
UNFORESEEN C/RCUAISTANCES HI-I/CH AIA Y ARIS£.
,5; THE CONTRACTOR SHALL B£ RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUllONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS HI-IERE IAIPO//NOEO WAlERS CREAlE A
HAZAROO//S CONO/llON.
6. GRADING AREAS ARO//NO THE PROECT PERIAIETER AIUST DRAIN AWAY FROI.I THE FACE OF
THE SI.OPE AT THE CONCLUSION OF EACH WORK/NC DAY.
7. ALL REMOVABLE PR01EC11V£ DEVICES SHALL BE IN PLACE AT THE £NO OF EACH WORKING
SAY HI-IEN RV£ (5) OAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}.
SILT ANO OTHER DEBRIS SHALL BE REM0/1£0 AFTER EACH RAINFALL.
8. ALL GRA m. BAGS SHALL CONTAIN J/4 INCH AIIN/AIUAI AGGREGA 1E
9. ALL EXPOSE'O 0/Sll/RBEO AREAS AIUST HA V£ EROSION PROlECllON BAIPs PROPERLY
INSTALLED. HIS INCLUDES ALL BU/LO/NG PADS, UNRNISHED ROADS, ANO SI.OPES.
10. AOE()(JAlE PERIAIETER PROlECllON BAIPs AIUST BE INSTALLED ANO AIAINTAINED ANO HILL
BE UPGRAOEO, IF NECESSARY TO PROV/OE sumctENT PROlECllON FROI.I RUNOFF OUR/NG
RAIN EV£NTS.
fl. AOEOUAlE 5£0/AIENT CONTROL BAIPs AIUST BE INSTALLED ANO AIAINTAINEO.
12. AOE()(JA lE BAIPs TO CONTROL OFFS/lE S£0/Al£NT TRACKING AIUST BE INSTALLED ANO
AIAINTAIN£0.
!J. A AIIN/AIUAI OF 125% OF THE NATER/AL NEEDED TOO INSTALL STANDBY BAIPs TO PROlECT
THE EXPOSED AREAS FROI.I EROSION ANO PREV£NT S£0/Al£NT DISCHARGES, AIUST BE
STOREO ONS/lE AREAS ALREADY PROlEClEO FROI.I £ROS/ON USING PHYSICAL
STABIL/ZAllON OR ESTABLISHED V£GETA110N STABIUZA110N BAIPs ARE NOT CONSIDERED TO
BE "£}(P(}S£0" FOR PURPOSES OF THIS RE()(JIREAIENT.
14. THE OWN£R/OEV£LOP£R/CONTRACTOR AIUST FOLLOW "#E'ATH£R TRIGGERED' AC110N PLAN
ANO BE ABLE TO OEP!.OY STANDBY BAIPs TO PROlECT THE EXPOSED POR110NS OF THE
S/lE HITHIN 48 HO/IRS OR A PREO/ClEO STORAI EVENT (A PREO/ClEO STORAI E/IENT IS
0£RNEO AS A 40% CHANCE OF RAIN WITHIN A 5-0A Y NA 1/0NAL #EA TH£R SERVICE
FORECAS1). ON RE()(JEST, THE OWNER/1)£/IELOPER/CONTRACTOR AIUST BE PROV/0£ PROOF
OF THIS CAPABILITY.
f,5; 0£PLOWENT OF PHYSICAL OR JtEGETA110N EROSION CONTROL BAIPs AIUST COi.iA/ENCE AS
SOON AS SI.OPES AR£ COI.IPLElEO THE OWN£R/OEllrLOPER/CONTRACOR AIAY NOT RELY ON
THE ABILITY TO DEPLOY STANDBY BAIP AIAlER/ALS TO PREV£NT EROSION OF SI.OPES THAT
HA /IE BEEN COI.IPLElEO.
16. THE AREA THAT CAN B£ CLEARED, GRAOEO, ANO LEFT EXPOSED AT ONE 1/AIE IS L/Al/lEO
TO THE AAIO//NT OF ACREAGE THAT THE CONTRACTOR CAN AOE()(JAmY PROlECT PRIOR
TO A PRED/ClEO RAIN EV£NT. FOR LARGER S/lES, GRADING SHO//LO BE PHASED. IT AIAY
BE NECESSARY TO DEPLOY EROSION ANO S£0/AIENT CONTROL BAIPs IN AREAS THAT ARE
NOT COI.IPLElEO, BUT ARE NOT AC11/IELY BEING WORKED BEFORE A00/1/0NAL GRADING IS
ALLOWED TO PROC££0, AT THE O/SCRE110N OF THE CITY INSPECTOR.
17. ALL 0/Sll/RBED AREAS THAT ARE NOT COI.IPLElEO ANO/OR NOT BEING ACll/lELY GRAOEO
AIUST BE FULLY PROlEClEO FROI.I £ROS/ON IF LEFT FOR 14 OR NORE OA Y.S'. THE ABILITY
TO INSTALL BAIP AIAlERIALS IN A PROI.IPT AIANNER IS NOT sumct£NT. BAIPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BAIPs AIUST B£ STOCKPILED AT VARIO/IS LOCAllON THRO//GHO//T THE PROJECT S/lE
THROIJGHO//T THE YEAR. Hl-l£NEV£R THERE IS A 40% CHANCE OR GREATER OF A RAIN
WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL mi'IFY THAT BAIPs ARE
AOE()(JAmY STOCKPILED. BAIPs AIUST BE STOCKPILED ANO READY FOR OEPLOWENT HI-IEN
THERE IS 50% CHANCE OF RAIN HITHIN A 48 HO/JR FORECAST. FAILURE TO COi.iPL Y WITH
THIS RE()(JIREAIENT COi/LO RESULT IN THE ISSUANCE OF A STOP WORK NOllCE OR
ENFORCEMENT AC110N.
19. ALL TREA 1YENT ANO EROSION CONTROL BAIPs AIUST BE INSPEClEO #£'£KL Y ANO PRIOR TO
A FORECASlEO RAIN E/IENT OF GREAlER THAN 50% ANO AFlER A RAIN E/IENT. IN
A00/1/0N, TREA!Y£NT CONlROL BAIPs AIUST B£ SERVICED AS NEED THROLIGHOIJT THE YEAR.
20. IF S£LEC1EO BAIP FAILS OUR/NG A RAIN EV£NT, IT AIUST BE REPAIRED OR IAIPR0/1£0 OR
REPLACED WITH AN ACCEPTABLE ALTERNAlE AS SOON AS IT IS SAFE TO 00 SO. THE
FAILURE OF A Bl.IP INOICAlES IT WAS NOT AOEOUAlE FOR THE C/RCUAISTANCES IN HI-I/CH
IT WAS USED. REPAIRS ANO REPLACEMENT AIUST THEREFORE PUT A AIORE ROBUST BAIP
AIEASURE IN PLACE
21. ALL CONSTRI/C110N EMPLOYEES AIUST BE TRAINED ON THE IAIPORTANCE OF STORI.I WATER
POI.LU110N PR£/IEN110N ANO BAIP AIAIN1ENANC£
M"A !HER lR/CCEREIJ ACllON PLAN
THE 0£/IELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRAC11CE AIEAstJRES TO
COi.iPL.Em Y PROlECT THE EXPOSED POR110NS OF THE S/lE WITHIN 48 HO/IRS OF A
PREO/ClEO STORAI EVENT (A PREO/ClEO STORAI EV£NT IS 0£RNEO AS A FORECASlEO, 40%
CHANCE OF RAIN BY THE NA 1/0NAL #EA THER SERVICE}, IN A00/1/0N TO BMPs IAIPLEMENlEO
YEAR-ARO/IND INCLUDING P£RIMETER CONTROL, WINO EROSION CONTROL, TRACKING,
NON-STORAI WATER CONTROL, WASlE MANAGEAl£NT, ANO AIAlERIALS POLLU110N CONTROL
THE NAllONAL #E'ATHER SERVICE #E'ATH£R FORECAST SHALL BE AIONITOREO ANO US£0 BY
THE 0£/IELOPER ON A DAILY BASIS. IF PR£C/P/TA110N IS PR£0/C1EO (40% CHANCE OF RAIN},
THEN !HE NECESSARY WATER POLLU110N CONTROL PRAC11C£S SHALL BE 0£PLOY£0 ffflH 48
HO/IRS ANO PRIOR TO !HE ONSET OF !HE PRECIPITA110N.
THE OEPLOWENT OF THE BAIPS SHALL INCLUDE BUT NOT BE L/Al/lEO TO GRA/IEL BAGS ANO
SILT FENCES. A AI/N/AIUAI OF 125% OF THE AIAlER/AL N££0£0 TO INSTALL STANDBY BEST
AIANACEM£NT PRAC11CES AIEASURES TO PROlECT THE EXPOSED AREAS FROI.I EROSION ANO
PREVENT SEDIMENT DISCHARGES, AIUST BE STORED ON-SllE AREAS !HAT HAVE ALREADY
BEEN PROlEClEO FROI.I EROSION US/NC PHYSICAL STABILIZA110N OR ESTABLISHED
V£GETA110N STABILIZA110N BAIPS AS 0£1ERMINED BY THE CITY OR CARLSBAD, ARE NOT
CONS/OEREO TO BE "£XPOS£0' FOR THE PURPOSES OF '#E'ATHER TRIGGERED AC110N PLAN:
AN AOEOUA 1E SOURCE OF EOUIPAl£NT ANO WORKERS SHALL BE AVAILABLE FOR
OEPLOWENT OF '#E'ATHER TRIGGERED BAIPS"
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
LECENIJ
VICINITY
CITY OF OCEANSIDE
HIGH 7B
MAP
EROSION CONlROl PlANllNC ANO /RR/CA llON
ALL PERAIAN£NT ANO lEAIPORARY EROSION CONTROL PLAN11NG ANO IRRIGA110N SHALL
BE INSTALLED ANO AIA/NTAINED AS RE()(JIRED IN S£C110N 212 OF THE STANDARD
SPEC/RCA 1/0NS ANO THE FOLLOWING:
A. HYDRO-SEEDING SHALL BE APPL/£0 TO.·
I. ALL SI.OPES THAT ARE GRADED 6.· ! (HORIZONTAL TO m?llCAL) OR S1E£PER
Hl-l£N THEY ARE
a. THREE FEET OR NORE IN HEIGHT ANO AO✓ACENT TO A PUBLIC WALL
OR STREET.
b. ALL SI.OPES 4 FEET OR AIORE IN HEIGHT.
2. AREAS GRAOEO FLA TIER THAN 6.· ! HI-IEN ANY OF THE FOLLOWING CONO/llONS
£)(IS!:
a. NOT SCHEDULED FOR IAIPROIIEMENTS(CONSTRUCllON OR GENERAL
LANDSCAPING} WITHIN 60 OA YS OF RO//GH GRADING.
b. /0£N11REO BY THE PARKS ANO RECREA110N DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA V£ ANY SPECIAL CON0/1/0N /0£N11REO BY THE CITY ENGINEER
THAT WARRANTS /Alt.1£0/A 1E TREA 1YENT.
8. HYOROS££0/NG AREAS SHALL BE IRRIGAlEO IN ACCORDANCE fffTH THE FOLLOWING
CRITERIA:
!. ALL SI.OPES THAT AR£ GRAOEO 6.·f OR S1E£PER ANO THAT AR£·
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGAlEO BY HANO WAlERING
FROI.I {)(J/CK COUPLERS/HOS£ BIBS OR A CON/IEN110NAL SYSmt OF LOW
PREC/PITA 110N SPRINKLER HEADS PROVIDING 100% COV£RAG£
b.G'REAlER THAN 8 FEET IN HEIGHT SHALL B£ WATEREO BY A
CON/IEN110NAL SYSlEAI OF LOW PR£C/PITA110N SPRINKLER HEADS PROV/0/NC
100% COmi'AGE
2. AREAS SI.OPED LESS THAN 6.·! SHALL BE IRRIGAlEO AS APPRO/IEO BY THE
CITY ENGINEER, PRIOR TO HYORO-S£ED/NG. THE 0£/IELOPER SHALL SUBAI/T
A PROPOSED SCHEME TO PROV/0£ IRRIGA110N TO THE CITY ENG/N££R. THE
PROPOSAL SHALL BE SPEC/RC REGARD/NC THE NUAIB£RS, TYPES ANO
COSTS OF THE ELEAl£NTS OF THE PROPOSED SYSlEAI.
J. IRRICA110N SHALL AIA/NTA/N THE AIO/Sll/RE LE/IEL OF THE SOIL AT THE
OP11AIUAI L£/IEL FOR THE GROWTH OF THE HYORO-S£EOED GROWTH.
C. HYOR0-5££0/NG Al/% SHALL CONSIST OF ALL OF THE FOLLOWING.·
I. 5££0 Al/% SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROS£ CLO/IER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA
d 4 lbs. PER ACRE OF ACHILLEA AI/LLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. lmtS c,a;e, ANO f OF THIS SUBS£C110N AIAY BE OI.I/TlEO ON
LOCA110NS Hl-l£RE THE AREA 8£/NG HYORO-S£EOED IS NOT VIS/BL£
FROI.I £/TH£R A PUBLIC STREET OR RES/OENllAL STRUCTl/RES.
II. /!EAi a OF THIS SUBS£C110N MUST BE INOCULAlEO WITH A NITROGEN
R)(!NG BAClER/A ANO APPLIED ORY EITHER BY OR/LUNG OR
BROAOCASllNG BEFORE HYOR0-5££0/NG.
i ALL S££O AIATERIALS SHALL B£ TRANSPORlEO TO THE .!OBS/lE IN
UNOPENED CONTAINERS HITH THE CAUFORNIA 0£PAR1YENT OF FOOO
ANO AGR/CL/Lll/RE CER11RCA110N TAC ATTACHED TO, OR PR/NlEO ON
SA/0 CONTAINERS.
j NON-PHYTO-TO)(!C ffE'mNG AGENTS MAY BE AOOED TO THE
HYDRO-SEED SI.URRY AT THE O/SCRE110N OF THE CONTRACTOR.
2. TYPE ! MULCH APPLIED AT THE RA 1E OF NO LESS THAN 2000 lbs PER
ACRE TYPE 6 AIULCH (STRAW} MAY BE stJBS111l/1EO, ALL OR PART, FOR
HYORAULICALL Y APPLIED RBER AIA lER/AL. HI-IEN STRAW IS USED, IT MUST
BE ANCHORED TO THE SI.OPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
J. FER17LIZ£R CONS/SllNG OF At.It.ION/UM PHOSPHAlE SULFA ff, 16-20-0. WITH
15% SULPHUR APPl./£0 AT THE RA 1E OF 500 lbs. PER ACRE
0. AREAS TO BE HYOR0-5££0£0 SHALL BE PREPARED PRIOR TO HYDRO SEEDING BY:
I. RO//GH£N/NG THE SURFACE TO BE PLANlEO BY ANY OR A COI.IBINA110N OF:
a. TRACK WALKING SI.OPES SlEEP£R THAN 6.· !
b. HARROWING AREAS 6.·' OR FLATTER THAT ARE sumctENll y FRIABLE
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /!EMS a OR b
ABO/,£
2. CONO/llONING THE SOILS SO THAT IT IS stJ/TABLE FOR PLAN11NG BY:
a. A0,l(JS11NG THE SURFACE SOIL MO/Sll/RE TO PROV/OE A DAMP
BUT NOT SATl/RAlEO SEED BED.
b. THE A00/1/0N OF SOIL AMENOAIENIS, PH A0,l(JS1Y£NT, LEACHING OR
COV£R/NG SALINE SOILS TO PROV/0£0 VIABLE CON0/1/0NS FOR GROWTH.
£ HYOR0-5££0£0 AREAS SHALL BE AIA/NTAINEO TO PROV/OE A VIGOROUS GROWTH
UN11LTHE PROJECT IS PERAIANENllY LANOSCAP£0 OR, FOR AREAS HI-IERE
HYOR0-5££0/NG IS THE PERI.IAN£NT LANDSCAPING, UN11L THE PROJECT IS
COI.IPLElEO ANO ALL BONDS RELEASED.
F. ALL SI.OPES SHALL HAVE' IRRIGA110N INSTALLED ANO BE STABIL/ZEO, PLANlEO
ANO/OR HYOROS£EOEO WllH/N lEN (10) OA YS OF THE 11!.IE HI-IEN C&.cti. SI.OP£ IS
BRO//GHT TO GRADE AS SHOWN ON THE APPRO/IEO GRADING PLANS. PLANS.
G. SHO//LO GERI.I/NA 110N OF HYOROS£EOED SI.OPES FAIL TO PROV/OE EfflCIENT
COmi'AGE OF GRADING SI.OPES (90% COm?AGE} PRIOR TO OCTOBER f, THE
SI.OPES SHALL B£ STABILIZED BY AN APPROPR/AlE EROSION CONTROL AIAmNG
MAlER/AL APPR0/1£0 BY THE PUBUC WORKS INSPECTOR.
H. LANDSCAPING SHALL BE ACCOI.IPL/SHEO ON ALL SI.OPES ANO PADS AS RE()(JIREO
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT OR AS 0/REClEO BY THE CITY £NG/NEER OF PLANNING DIRECTOR.
I. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORO/NAlE
THE WORK OF THIS CONSTRUC110N SWPP SHOWN ON ANY GRADING PLANS,
LANDSCAPE ANO IRRIGAllON PLANS, ANO IAIPROIIEM£NT PLANS AS RE()(JIRED FOR
THIS PROJECT WORK.
OESCRIP110N
S£ -f, SIL T FENCE
5£-10 STORM DRAIN INLET PROlECllON
SWBOL OIJAN11TY
5J9LF
424EA
TR-! STABILIZED CONSTRUCllON ENTRANCE 1(~11111111111~-447 SF
CITY OF VISTA
NS-f, WAlER CONSERVA110N PRAC11C£ NS-!
NS-J; PAVING & G'R/NO/NG OPERA110N NS-J
NS-~ V£HICLE ANO EOUIPAIENT CLEANING NS-8
NS-.9, V£HICLE ANO EOUIPAl£NT FUEL/NC NS-9
W-f, NATER/AL OEL/mi'Y ANO STORAGE W-1
W-2, MA lER/AL US£ W-2
W-J; STOCKPILE AIANAGEMENT W-J
W-4, SPILL PREVEN110N ANO CONTROL W-4
W-5, SOLID WASlE AIANAGEAIENT W-5
W-6, HAZAROO//S WASlE MANAGEMENT W-6
W-~ CONCRElE WASlE AIANACEMENT W-8
PACIFIC
OCEAN
CITY OF ENCINITAS
-{) ~o
CITY OF -,,.._.--.1-1 SAN MARCOS
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Best Management Practice•
(BMP) Description ➔
CASQA Designation ➔
ConstrucUon Activity
Dewaterin
Site Access Across Dirt
Other list :
-~ -.._ 0 o-., 0, <:: 0, .2§ :s -., ~ 0, ., .,
CL> .£ e 31 ~ £ rt~
<"'J ... I I [;:l [;:l
Erosion Control
BMPs
., -§l .,, .,
<:: ., 0, 0<3 ~ .!; ., ., " ~ ~ ., "' .!; .,
~ Q.) e 0 "" -:::;; c:, 0, c:, <:: ~ ~ -<: 0 .,, ., -0 ....,.s;: €l-0 ~& -~ ~ V) Vi
r-... 00 0) ---I I I I ~ [;:l [;:l [;:l [;:l
X
X
X
X
Sediment Control BMPs Tracking
Control BMPs
<:: <:: .,, .2 .2 --<:: 0 0 0 -.5 .5 § 0,
-~ -.!!! .!; .!; ., ., .,
€l-., <:: ., <:: C[l & 0 0 ., ~ 0 .!; <.> t;, <.> E 0, ., 0, C[l ~ e "' -0 0 ~-S c:::i .2 ii .,,
iii c:, C[l 0, ., ~ Ck: _E 0 -E ~ ~~ .§ i'i §! ., :, ,g ·-., ~ :5 ~ ., :, " --g 0 .,, .,
~ <'.5
... 0 ~ ~ct 0 0, ~ 6 (n§ -o -<:: "' Ck: "' -
"' ... "' r-... 00 a <"'J <O -~ ~ ~ ~ ~ ~ ~ I I ~ ~
X
X
Non-Storm Water
Management BMPs
--o> iii iii .,,
-~ .!: E E -0 .sl, .sl, -C :, :, g ·.::: c3' c3' c., ... ., .,, .,, "' <i1J C 8~ <:: § 0 0 0, en:;:; cO ~-~ ., 0, ... ·-:-Q~ .,-·s: ~ _g
0 Q. -<: ., -<: .,
ict ~o §~ a.a
§
i:'.:-~ c:, -.,
-~ t1\ ., e -o "-:::;; "'
"' 00 0, I I I I "' ~ "' "' ::a: ::a: ::a:
-I i
X
X
X
X
X
X X
Waste Management and Materials
Pollution Control BMPs
-<:: ., .,,
E § ., .,
0, -0 <:: "' -2 ~-<:: ~ 0 --:::;; ~ ., <:: <:: -., ., ., ., ., i~ :, E :g "" rte 0 .,
~ 0, ~ 0, ., 0 --.,, 0 O 0 -0 ::::: i::: ·-<:: " <:: 0 -br8 0 0 0 0 :::;; "' "':::;; :r: :::;;
<"'J "' ... "' <O I I I I I i i i i i
X
X
X
X
X
X
., -.,
o-~ iii
., E -., ~ 0, O 0 <:: <:: oo <.,:::;;
00 I i
X
APN· 21!-!Jf-!J
SITE ADDRESS: MARBRISA CIRCLE
CARLSBAD. CA 92008
AREA OF IJISTURBANCE
AREA OF O/Sll/RBANC£ 1.t.2l,l S.F.
CONSTRUCTION THREAT:
CONSTRUC110N THREAT TO STORA/ WAlER ()(JAL/TY (CHECK 80%}:
~/GH t.1£0/UAI
OWNER/APPLICANT:
NAAIE GRANO PAC/RC CARLSBAD. LP
ADDRESS: 5900 PASlElJR COURT, SU/lE 200
CARLSBAD. CA 92008
1EL£PHONE NO.: 760 431-8500
tiQJ£· REFER 10 !HE CASOA CONSTROC110N HANOBOOK FOR INFORAIA110N ANO DETAILS OF THE CHOSEN Bl/PS ANO HOii' 10 APPLY !HEV 10 THE PRO.ECT.
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No. 45629 5~
ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STATE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
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OWNER's CERllRCA llON:
I UNDERSTAND ANO ACKNO/lt.EOGE THAT I AIUSl: (!} IAIP!.EM£NT BEST AIANAGEAl£NT
PRAC11CES (BAIPs} OUR/NG CONSTRUC110N AC11V/11ES TO THE MA)(!AIUM EXTENT PRAC11CABLE
AWO THE EXPOSURE OF STORM WAlER TO CONSTRUC110N RELAlEO POLLUTANTS,· ANO (2)
ADHERE TO, ANO AT ALL llMES COI.IPLY WITH THIS CITY APPRO/IEO 1/ER 2 CONSTRUC110N
SHPPP THRO//GHOIJT THE DURA 110N OF THE CONSTRUC110N AC11V/11ES UN11L THE
CONSTRUC110N WORK IS COI.IPLElE ANO SIGNED OFF BY THE CITY OF CARLSBAD.
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OWNER($}/ OWNER'S AGENT NAME {PRINT}
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EMERGENCY CONTACT:
NAME GRANO PAC/RC CARLSBAD, LP/HOUSTON ARNOLD
AOOR£SS.· 5900 PASlEUR COURT, stJ/lE 200
CARLSBAD, CA 92008
1EL£PHONE NO.:HO//STON ARNOLD CELL f {760) 585-8879
~ CITY OF CARLSBAD I SHEETS I
1----1----+----------------+----11----+----+----1 L__i__J LAND DEVELOPMENT ENGINEERING 5
l----+----+----------------+----11----+----+----I
1----1----+----------------+----11----+--+----1 GRADING PLANS FOR
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -VILLA 67)
GR2022-0032 TIER 2 SWPPP TITLE SHEET
APPROVED: JASON S. GELDERT
1----+----+----------------+----11----+----+----1 ENGINEERING MANAGER PE 63912 EXPIRES 09 30 24 DATE
OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g :~;--CT 03-02 . 428-9K
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GO
DocuSign Envelope ID: 874DF9C5-71ED-4555-A4C8-1C4A01700911
3/15/2023
2/14/23
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ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE: PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
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~ CITY OF CARLSBAD I SHEETS I
1----+-----1--------------+----+----<1----+------< ~ LAND DEVELOPMENT ENGINEERING 5
1----+-----1--------------+----+----fl----+------<
1-----+-----t--------------+---+----fl----+----1 GRADING PLANS FOR:
CARLSBAD RANCH, P.A. NO. 5
(MARBRISA -VILLA 67)
GR2022-0032 1-----+-----t--------------+---+----f l----+----I SWPPP PLAN
APPROVED: JASON S. GELDERT
1----+-----1--------------+----+----<1----+------< ENGINEERING MANAGER PE 63912 EXPIRES 09 30 24 DATE
OWN BY: KW PROJECT NO. I DRAWING NO. DA TE INITIAL DATE INITIAL
1---~--+--~---1 CRHVWKDD BBYY:.--CT 03-02 428-9K OTHER APPROVAL CITY APPROVAL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION GO
DocuSign Envelope ID: 874DF9C5-71ED-4555-A4C8-1C4A01700911
3/15/2023