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HomeMy WebLinkAboutDWG 547-8A; CT 15-08; CARLSBAD RANCH, P.A. NO. 5 (MARBRISA – HOTEL 6); 01-08X X X Number: 20-054 9/30/24 Number: 20-054 9/30/24 10/1/2024 10/01/24 MBI GRADING NOTES (IN A00/170N TO lHE RE(){//REMENTS OF CHAPlER 15. 16 OF lHE CARLSBAD MUNICIPAL COO£) I. !HIS PLAN st/PERSEOES All OlHER PLANS PRE/10USL Y APPROVED BY lHE CITY OF CARLSBAD RECAROINC CRAOINC SHOHIV ON !HIS SET OF PLANS. 2. APPROVAL OF !HIS PLAN OOES NOT LESSEN OR WAIVE ANY POR170N OF lHE CARLSBAD MUNICIPAL COO£, RESOL.U170N OF CON0/170NAl APPROVAL, CITY STANOAROS OR OlHER A00/170NAl DOCUMENTS USTEO HEREON AS !HEY MAY PERTAIN TO !HIS PRo.ECT. lHE ENC/NEER IN RESPONSIBLE CHARGE SHALL RE/1SE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOVEREO. J. CITY APPROVAL OF PLANS OOES NOT REZIE/IE lHE OEVEZOPER OR ENC/NEER-OF-HVRK FROM RESPONSIBILITY FOR lHE CORREC170N OF ERRORS ANO OAIISSIONS 0/SCO/IEREO OUR/NC CONS11?UC170N. All PLAN RE/1S/ONS SHALL BE PROMP1l Y st/BMITTEO TO lHE CITY ENC/NEER FOR APPROVAL 4. A RIC/IT-OF-WAY PERMIT FROM lHE CITY ENC/NEER Mll BE REOIJIREO FOR ANY HVRK IN lHE PUBLIC RIC/IT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER17FICATE OF INSURANCE MUST BE FllEO NAM/NC lHE CITY OF CARLSBAD AS AN A00/170NAl !Nst/REO ON lHE PERMITlEE'S POL.ICY IN lHE MINIAIUM AMOUNT OF /1,000,ooaoo FOR EACH OCCURRENCE OF l/AB/l/TY. lHE INSURANCE COMPANY M?mNG 1H£ POI.ICY I.IUST HA IC A RA ONG « ':4 • OR BETTFR ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABl/SHEO BY "lJESTS" KEY RA17NC CU/0£ 5. UNLESS EXEl,IPTEO BY SEC170N 301.(b}5 OF lHE UNIFORM BU/LO/NC COO£, RETAIN/NC WALLS OUTS/OE OF PUBLIC RIC/IT OF WAY REO/JIRE SEPARATE PERMITS FROM lHE BU/LO/NC OEPAR1YENT. 6. NO HVRK SHALL BE COMMENCED UN17l All PERMITS HAVE BEEN OBTAINEO FROM lHE CITY ANO OlHER APPROPRIATE AGENCIES. 7. APPROVAL OF lHESE PLANS BY lHE CITY ENC/NEER OOES NOT AUlHORIZE ANY HVRK OR CRAOINC TO BE PERFORMED UN17l lHE PROPERTY OHIVER'S PERMISSION HAS BEEN OBTAINED ANO A VAl/0 CRAOINC PERMIT HAS BEEN /Sst/EO. 8. NO RE/1S/ONS Mll BE MAO£ TO lHESE PLANS MlHO//T lHE llfi'ITTEN APPROVAL OF lHE CITY ENC/NEER, NOTEO /JflHIN lHE RE/1S/ON BLOCK, ON lHE APPROPRIATE SHEET OF lHE PLANS ANO lHE 17ll.E SHEET. 9. ORIGINAL ORAMNCS SHALL BECOME lHE PROPERTY OF lHE CITY UPON BE/NC S/CNEO BY lHE CITY ENC/NEER. fO. lHE ORIGINAL ORAMNC SHALL BE RE/1SED TO RfflECT AS-8{J/lT CON0/170NS BY lHE ENCINEER-OF-HVRK PRIOR TO FINAL ACCEPTANCE OF lHE HVRK BY lHE CITY. fl. ACCESS FOR FIRE ANO OlHER EMERGENCY I/EH/Cl.ES SHALL BE MAINTAINED TO THE PRo.ECT SITE AT All 17MES OUR/NC CONS11?UC170N. 12. WHERE ll?ENCHES ARE MlHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A} SUMMARY SHEET, (B} LABORATORY HVRK SHEETS ANO (C} COAIPAC170N CURVES, SHALL BE SUBMIT1EO BY A PROFESSIONAL ENC/NEER OF lHE STATE OF CALIFORNIA, PRINCIPAll Y 00/NC BUSINESS IN HE FIEZO OF APPLIED SOILS MECHANICS. THE SOILS REPORT Mll BE st/BMITTEO TO lHE CITY ENC/NEER/NC INSPECTOR MlHIN TWO HVRKINC OA Y.S' OF lHE COMPLE170N OF FIEZO TESTS. fJ. A SOILS COMPAC170N REPORT ANO COMPLIANCE VERIFICA170N RECAROINC ADHERENCE TO RECOMMENOA170NS OU1l!NEO IN lHE SOILS REPORT IS RE(l{JIREO PRIOR TO lHE !Sst/ANCE OF A B{//lOINC PERMIT. All CONlROll.EO CRAOINC SHALL BE OONE UNDER lHE OIREC170N OF A PROFESSIONAL ENC/NEER OF lHE STAIE OF CALIFORNIA PR/NC/PALLY 00/NC BUSINESS IN lHE FIEZO OF APPLIED SOILS MECHANICS. All Fill OR FUTURE Fill AREAS SHALL BE CONSll?UCTEO IN ACCORDANCE MlH lHE CITY OF CARLSBAD STANOARO SPEC/FICA 110NS ANO lHE "EARlHHVRK SPEC/FICA170NS' ATTACHED TO lHE PREZIMINARY SOILS IN/IES17CA170N. OA/l Y FIEZO COMPAC170N REPORTS Mll BE st/BMITTEO TO lHE PROJECT INSPECTOR. 14. A PRE CONS11?UC170N MEE17NC SHALL BE HEZO AT lHE SITE PRIOR TO lHE BEGINNING OF HVRK ANO SHALL BE ATTENOEO BY All REPRESENTA17/IES RESPONSIBLE FOR CONSlRUCllON. INSPEC110N, $1/PFR/4SION. lfSONG ANO ALL OlHER ASPECTS ,r 1H£ HVRIC lHE CONll?ACTOR SHALL REWEST A PRE-CONSTRUC170N MEE17NC BY CALUNC lHE INSPEC170N LINE AT (760} 438-3891 AT LEAST FIVE (5) HVRKINC OAY.S' PRIOR TO STAR17NC CONS11?UC170N. lHE CON17?ACTOR /Jfll !HEN BE CONTACTEO BY lHE PROJECT INSPECTOR TO COORDINATE A OATE ANO 17ME FOR lHE PRE-CONS17?UC170N MEE11NC. APPROVED ORAMNCS MUST BE AVAILABLE PRIOR TO SCHEOUl/NC. lHE CRAO/NC PERMIT Mll BE PR0/10£0 BY lHE PRo.ECT INSPECTOR AT lHE MEE17NC. 15. All INSPEC170N REOIJESTS OlHER !HAN FOR lHE PRE-CONS17?UC170N MEE17NC Mll BE MAO£ BY CALL/NC lHE ENC/NEER/NC 24-HOUR INSPEC170N REOIJEST UNE AT (76q) 438 3891 INSPECllON REQ(/EST I.II/ST 8£ RECF/1/ElJ PRIOR TO z· oo eu. ON THE OAY BEFORE lHE INSPEC170N IS NEEDEO. INSPEC170NS Mll BE MAO£ lHE NEXT HVRK OAY UNLESS YOU RE()IJEST OlHERMSE. RE()IJESTS MAO£ AFTER 2.·00 P.AI. /Jfll BE SCHEO(JlEO FOR TWO Rill HVRK OA Y.S' LA !ER. 16. lHE OHIVER ANO/OR APPLICANT lHROUCH lHE OE/IELOPER ANO/OR CON17?ACTOR SHALL OES/CN, CONS17?UCT ANO MAINTAIN All SAFETY OE/1CES, INCLUO/NC SHOR/NC, ANO SHALL BE SOL.El Y RESPONSIBLE FOR CONFORM/NC TO All LOCAL, STATE ANO FEDERAL SAFETY ANO HEAllH STANOAROS, LAWS ANO REGULA 170NS. 17. lHE CON17?ACTOR SHALL CONFORM TO LABOR COO£ SEC170N 6705 BY st/BMtmNC A OETA/l PLAN TO lHE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOMNC lHE OES/CN OF SHOR/NC, BRACING SLOP/NC OR OlHER PR0/1S/ONS TO BE MAO£ OF HVRKER PROTEC170N FROM lHE HAZARD OF CA/1NC CROUNO OUR/NC lHE EXCA VA 170N OF SUCH 17?ENCH OR 17?ENCHES OR OUR/NC lHE PIPE INSTAllA 170N THERBN. !HIS PLAN MUST BE PREPARED FOR All ll?ENCHES FIVE FEET (5; OR MORE IN OEPlH ANO APPROVED BY lHE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA170N. IF lHE PLAN VARIES FROM lHE SHORING SY.STEM STANOAROS ESTABLISHED BY lHE CONS17?UC170N SAFETY ORDERS, 171lE 8 CALIFORNIA AOMINIS17?A17/IE COO£. lHE PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER AT !HE CONlRACTOR:S: £,i?>ENSE A COPY OF lHE OSHA EXCA VA 170N PERMIT MUST BE st/BMITTEO TO lHE INSPECTOR PRIOR TO EXCAVA170N. 18. NO BLAS11NC SHALL BE PERFORMED UN17l A VAl/0 BlAS17NC PERMIT HAS BEEN OBTAINEO FRO/,/ lHE CITY OF CARLSBAD. SUBMIT APPl/CA170N FOR BLAS17NC PERMIT HELL IN ADVANCE OF THE SCHEOUl/NC OF BLAS17NC OPERA170NS. 19. IF ANY ARCHAEOL.OC/CAl RESOURCES ARE 0/SCOVEREO /JflHIN ANY HVRK AREA OUR/NC CONS17?UC170N. OPERA170NS Mll CEASE IMMEO/AlELY. ANO lHE PERMITTEE Mll N017FY lHE CITY ENC/NEER. OPERA170NS Mll NOT RESTART UN17l lHE PERMITTEE HAS RECB/IEO llfr/TTEN AUlHORITY FROM lHE CITY ENC/NEER TO 00 SO. 20. All OPERA170NS CONOUCTEO ON lHE SITE OR AO.JACENT !HERETO, INCLUO/NC WARAIINC UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA170N OF TRUCKS, EAR1HM0/1NC E()IJIPAIENT, CONS17?UC170N EO/J/PAIENT ANO ANY OlHER ASSOC/ATEO CRAOINC EO/J/PMENT SHALL BE UM/TEO TO lHE PER/00 BET/ffEN 7.·00 A.Al. ANO 6.·00 P.AI. EACH OAY, MONDAY lHROUCH FRIDAY ANO NO EAR1HAI0/1NC OR CRAO/NC OPERA 170NS SHALL BE CONOUCTEO ON WEEKENDS OR HOL.IOA Y.S' (A LIST OF CITY HOL./OAY.S' IS AVAILABLE AT lHE ENC/NEER/NC OEPAR1YENT CO(JNlER}. 21. ALL Off SllF HAUL RO/JlES SHALL BE stJBMITlFO BY 1H£ CQNlRACTOR TO 1H£ CITY ENGINEER FOR APPROVAL lffV Fl/LL /IWKING DA 15' PRIOR TO BEGINNING « HVRK. 22. IMPORT AIATER/Al SHALL BE OBTAINED FROM, ANO WASTE MAIER/Al SHALL BE DEPOSITED AT, A SITE APPROVED BY lHE CITY ENC/NEER. lHE CON17?ACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMACE OCCURRING ALONG lHE HAUL ROUTES QR ADJACENT SlREETS AS A RESULT« 1H£ GRADING QPERAllON. 23. BRUSH SHALL BE REMOVED ONLY /JflHIN lHE AREA TO BE CRAOEO. NO 17?EES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTEO ON lHE PLAN. 24. All AREAS SHALL BE CRAOEO TO ORAIN. CRAO/NC RESUl17NC IN lHE PONO/NC OF WATER IS NOT PERMITTED. All EARlHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ 25. lHESE PLANS ARE SUBJECT TO A S/CNEO ANO APPROVED SET OF EROSION CON17?0l PLANS. EROSION CON17?0l SHALL BE AS SHOHIV ANO AS APPROVED BY THE CITY ENC/NEER OR AS 0/RECIEO BY lHE PROJECT INSPECTOR. 26. All SLOPES SHALL BE 17?/AIAIEO TO A FINISH CRAOE TO PRODUCE A UNIFORM SURFACE ANO CROSS SEC170N. lHE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONOl170N. All STONES, ROOTS OR OlHER DEBRIS SHALL BE REl,/0/IEO ANO DISPOSED OF AT A S/lE APPROVED OF BY lHE CITY ENC/NEER. 27. All SLOPES SHALL BE IRRICAIEO, STAB/l/ZEO, PlANlEO ANO/OR H)1)R0-SEEOEO MlHIN lEN (10} OA Y.S' OF lHE 17ME WHEN EACH SLOPE IS BROUGHT TO CRAOE AS SHOHIV ON lHE APPROVED CRAOINC PLANS. 28. lANOSCAPINC SHALL BE ACCOMPLISHED ON All SLOPES ANO PAOS AS RE(){//REO BY lHE CITY OF CARLSBAD LANDSCAPE MANUAL, lHE lANOSCAPINC PLANS FOR !HIS PRo.ECT, ORAMNC NO. ~ ANO/OR AS 0/RECTEO BY lHE CITY ENC/NEER OR PLANNING DIRECTOR. 29. lHE OH/VER/APPLICANT SHALL ENSURE !HAT All CONll?ACTORS SHALL COORDINATE lHE HVRK OF lHESE CRAOINC PLANS MlH !HAT SHOHIV ON BOlH lHE LANDSCAPE ANO /RR/CA 170N PLANS ANO lHE IMPROVEMENT PLANS AS RE(l{J/REO FOR !HIS HVRK IN ACCORDANCE MlH lHE LANDSCAPE MANUAL 11ME REO/JIREMENTS. 30. STORM ORAIN PIPE SHALL BE RBNFORCEO CONCRETE PIPE MlH A MINIMUAI 0-lOAO OF 1,350. FOR PRIVATE STORA/ DRAIN PIPES, UP TO 15' PVC MAY BE U17l/ZEO PR0/10£0 DEPlH IS LESS !HAN 15 FEET ANO BACKF/llEO MlH 3/4" ROCK PER SORSO S-4 TYPE t• ANO PIPE MEETS AS1Y STANOARO 3034 FOR SOR 35 SOL./0 WALL PIP£ Jf. WHERE AN £)(IS17NC PIPE UNE IS TO BE ABANOONEO AS A RESULT OF lHE CRAOINC OPERA170N, IT SHALL BE REMOVED MlHIN 1/ffNTY FEET OF BU/LO/NC OR SlREET AREAS ANO REPLACED MlH PROPERl Y COMPACTEO SOILS. IN OlHER AREAS lHE PIPE Mll BE PlUCCEO MlH CONCRETE OR REAIO/IEO AS APPROVED BY lHE CITY ENC/NEER. 32. lHE CON17?ACTOR SHALL VERIFY lHE lOCA 110N OF All £)(IS17NC FAC/l/17ES (ABOVE CROUNO ANO UNOER CROUNO} MlHIN lHE PROJECT SITE sumctEN1lY AHEAO OF CRAOINC TO PERMIT lHE RE/1S/ON OF lHE CRAOINC PLANS IF IT IS FOUNO lHA T lHE ACTUAL lOCA170NS ARE IN CON/1/CT MlH lHE PROPOSED HVRK. .11 lHE CON17?ACTOR SHALL N017FY AffEClEO U17l/TY COMPANIES (SEE BEZOW} AT LEAST TWO (2) Rill HVRKINC OAY.S' PRIOR TO STAR17NC CRAOINC NEAR lHBR FAC/U17ES ANO SHALL COORDINATE lHE HVRK /JflH A COMPANY REPRESENTA17VE UNOERCROUNO SER/1CE ALERT (800} 422-4133 SOC&£ (800} 660-7343 AT&T (800} 892-0123 17ME WARNER CABLE (760} 438-7741 COX COMAIUNICA 170NS (760} 806-9809 CITY OF CARLSBAD (SlREETS & STORM DRAIN} (760} 434-2980 •arr OF CARLSBAD (SEWER, WAlER & RECLAIAIEO WAIER} (760} 438-2722 •SAN 0/ECU/TO WAIER O/S17?/CT (760} 633-2650 'l.EUCAOIA WASTE WA !ER O/S17?ICT (760} 753-0155 •VAllEC/TOS WATER 0/STRICT (760} 744-0460 •OL.t/lENHAIN WATER O/S17?/CT (760} 753-6466 •BUENA SANITA170N O/S17?/CT (760} 726-1340 •AS APPROPRIATE 34. PERMIT COMPLIANCE RE()IJ/REl,IENTS.· A. FOR CON17?0L.LEO CRAOINC -lHE APPUCANT HIRES A C//1l ENC/NEER, SOILS ENC/NEER, ANO/OR CEOL.OC/ST TO Cl/IE lECHNICAl A0/1CE, OBSERVE ANO CON17?0l lHE HVRK IN PROGRESS /15.16.120.8/ CARLSBAD MUNICIPAL COO£ 8. PRIOR TO FINAL APPROVAL OF A CRAOINC PERMIT -lHE FOllOMNC REPORTS MUST BE SUBMITTED TO lHE CITY ENC/NEER 11A lHE PRo.ECT INSPECTOR /15.16.120.9 & 10/ CARLSBAD MUNICIPAL COOE (f} FINAL REPORT BY st/PER/1S/NC CRAO/NC ENC/NEER STA17NC All CRAOINC IS COMPLETE All EROSION CON17?0L, SLOPE PlAN17NC ANO /RR/CA 170N ARE INSTALLED IN CONFORMANCE MlH CITY COO£ ANO lHE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC OEPAR1YEN7}. (2) AS-8{J/l T CRAOINC PLAN. (~ REPORT FROM !HE SOILS ENC/NEER, WHICH INCLUDES RECOMMENOEO SOil BEAR/NC CAPAC/17ES, A STAIEMENT AS TO lHE EXPANSIVE ()//Al/TY OF lHE SOil, ANO SUMA/ARIES OF FIEZO ANO LABORATORY TESTS. lHE REPORT SHALL ALSO INCLUDE A STAlEAIENT BY lHE SOILS ENC/NEER !HAT lHE CRAOINC WAS OONE IN ACCORDANCE /JfTH lHE REQUIREMENTS ANO RECOMMENOA170NS OU1l/NEO IN lHE PREZIMINARY SOILS REPORT ANO ANY SUPPLEl,IENTS !HERETO. (4}REPORT MlH AS-BUILT CEOL.OC/C PLAN, IF REO/JIREO BY lHE CITY. 35. UNLESS A CRAOINC PERMIT FOR !HIS PRo.ECT IS ISSIJEO /JflHIN ONE (1) >t"AR AFlER lHE CITY ENGINEER'S APPROVAL, lHESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLAN CHECK. PLAN CHECK FEES Mll BE REO/JIREO FOR ANY SUCH RECHECK. 36. lHE SOILS REPORT 171lED {CEOTECHNICAl IN/IES17CA170N. MARBRISA RESORTS - PHASE Ill GRANO PAC/RC RESORTS PREPARED BY {IUCI. . OA TEO APRIL 24. 2015. INCLUO/NC All UPOAJEs; SHALL BE CONS/OEREO AS A PART OF !HIS CRAOINC PLAN. All CRAO/NC SHALL BE OONE IN ACCORDANCE MlH lHE RECOMMENOA 170NS ANO SPEC/FICA170NS CONTAINED IN SA/0 SOILS REPORT. 37. WHEEZCHAIR RAMPS SHALL BE INSTALLED PER REQU/REl,IENTS OF 171lE 24, CAUFORNIA AOAIINIS17?A 17/IE COO£ 38. All SURVEY MONUMENTS ANO POINTS !HAT ARE 0/STURBEO BY !HIS HVRK SHALL BE REESTABl/SHEO, PERPETUAIEO, ANO OOCUMENTEO PER lHE PROFESSIONAL LANO SURVEYORS ACT. OECLARA 110N OF RESPONSIBLE CHARGE I HEREBY DECLARE !HAT I AM lHE ENC/NEER OF HVRK FOR !HIS PRo.ECT, !HAT I HAVE £)(£RC/SEO RESPONSIBLE CHARGE OVER lHE OES/CN OF lHIS PRo.ECT AS DEFINED IN SEC170N 6703 OF lHE BUSINESS ANO PROFESSIONS COOE; ANO lHA T lHE OES/CN IS CONSISTENT /JflH CURRENT STANOAROS. I UNOERSTANO !HAT lHE CHECK OF PRo.ECT ORAMNCS ANO SPEC/FICA170NS BY lHE CITY OF CARLSBAD OOES NOT REUE/IE ME, AS ENC/NEER OF HVRK, OF MY RESPONS/Bll/17ES FOR PROJECT OES/CN. EXCEL ENC/NEER/NC 440 STA TE PLACE ESCON0/0/0. CA 92029 FIRM.· AOORESS.· CITY, STATE· 1ElEPHONE BY.· ~~d ROBERto. DENTINO) OATE· _____ _ R. C.£ NO.: . :z.156.~~'29!':::-=-:c-,-=-:-,::=----::-::-REC/S17?A 170N EXPIRA170N OATE· 12-31-2024 SOIL ENGINEER~ CERllRCAlF I, /SAAC 8. CHUN. A REC/STEREO (C/111./ CEOTECHNICAL} ENC/NEER OF THE STATE OF CAUFORNIA, PR/NC/PALLY 00/NC 8{JS/NESS IN lHE FIEZO OF APPUEO SOILS MECHANICS, HEREBY CERllFY THAT A SAMPLING ANO STUOY OF THE SOil CONO/llONS PREVALENT MTHIN THIS S/1E WAS MAO£ ON lHE OA!ES OF SEP!El,IBER fl, 2023 ANO SEP!EMBER 12. 2023. THO COPIES OF THE SOILS REPORT COAIPILEO FROM THIS STUOY, MlH AIY RECOAIMENOA170NS, HAS BEEN SUBl,//TlEO TO THE OfflCE OF lHE CITY ENC/NEER 117lEO "AUTOGRAPH H01El 6, MARBRISA CIRCLE, CARLSBAD CALIFORNIA; OA !EO NOl£MBER fO, 2023. • ;S;: ~ NO. 2649 ~ ~ o,tcr\\-l'c; OF C~\..\'x OHNER~ CERllRCA TE SlCNElJ: ~<:z?' P.E N0.·._.26='f9'----------~~-------~~~-LICENSE EXPIRAllON 0Al£· 12/Jf/2025 I (WE) HEREBY CER17FY !HAT A REC/SlEREO SOILS ENC/NEER OR CEOL.OC/ST HAS BEEN OR Mll BE RETAINED TO SUPER/1SE OVER-All CRAOINC AC17/1TY ANO A0/1SE ON lHE COMPAC170N ANO STABILITY OF !HIS SITE IF !HIS PRO.JECT/OEVEZOPEAIENT IS SUBJECT TO A STATE-REGULATED SHPPP, I (WE) ALSO ACREE A 0//Al/FIEO SHPPP PRAC17110NER (QSP} HAS BEEN OR Mll BE RETAINED TO SUPER/1SE IMPLEAIENTA170N OF lHE SHPPP IN ACCORDANCE /JflH lHE CALIFORNIA CONS17?UC170N OROER ANO AIUN!CIPAl PE!tMIT, ST VERSION. DATf SO/JRCE OF TOPOGRAPHY TOPOGRAPHY SHOHIV ON lHESE PLANS WAS CENERAIEO BY PHOTOGRAME17?/C MElHOOS FROM INFORMA170N CAlHEREO ON 8-8-2006 BY ANAlY17CAl PHOTOCRAAIAIETRIC SUR/IE~ INC. TOPOGRAPHY SHOHIV HEREON CONFORMS TO NA170NAl MAP ACCURACY STANOAROS. CRAOES SHOHIV IN AREAS COVERED BY ORA/JfNC NO. 428-9A ARE SHOJW AS £)(IS17NC ON !HIS PLAN. PROJECT LOCA 110N !HIS PRo.ECT IS lOCAlEO MlHIN ASSESSORS PARCEZ NUMBER(S} 2ft fJf 19 lHE CALIFORNIA COORO/NA TE INOEX OF !HIS PRo.ECT IS.· N 1994 £6234 EROSION CONlli'OL NOTES I. IN CASE EMERGENCY HVRK IS REQUIRED, CONTACT GRANO PACIFIC RESORTS, AT (760} 431-8500 (PHONE NUMBER} HOUSTON ARNOL.O CELL# (760} 585-8879 2. EQUIPMENT ANO HVRKERS FOR EMERGENCY HVRK SHALL BE MAO£ AVAILABLE AT All 17MES OUR/NC lHE RAINY SEASON. All NECESSARY MAlER/AlS SHALL BE STOCKPILEO ON SITE AT CONVENIENT lOCA170NS TO FACIUTAIE RAP/0 CONS17?UC170N OF lEMPORARY OE/1CES WHEN RAIN IS EMINENT. J. FOR PRo.ECTS CO/IEREO BY STATE SHPPP/Hf}IO, IN ACCORDANCE MlH lHE CONS1RUC170N OROER ISSUED BY lHE CALIFORNIA REGIONAL WAIER ()//Al/TY CON17?0l BOARD, !HE (l{JAUFIEO SHPPP PRAC17170NER (QSP} SHALL UPDATE ANO MAINTAIN lHE WATER POllU170N CON17?0l (HPC} PLAN TO AOORESS UPOA TEO SITE CON0/170NS OF lHE PRo.ECT. !HE UPOAIEO HPC PLAN ANO UPDATE SHPPP SHALL BE KEPT AT lHE PROJECT SITE ANO AIAOE AVAILABLE TO lHE CITY INSPECTOR. A00/170NAl CONS17?UC170N 81,/P'S BEYOND lHE ORIGINAL APPROVED SHPPP SHALL BE PR0/10ED TO AOORESS SITE CON0/170NS NOT AN17C/PA1EO. lHE QSP SHALL REPORT BMP OEFIC/ENC/ES TO lHE CITY INSPECTOR. !HE QSP SHALL OBTAIN APPROVAL FROM lHE (l{JAl/FIEO SHPPP DEVEZOPER ANO lHE CITY INSPECTOR RECARO/NC ANY SIGNIFICANT CHANCES TO BMP DEPLOYMENT. 4. !HE CON17?ACTOR SHALL RESTORE All EROSION CON17?0l DE/1CES TO HVRKINC OROER TO !HE SA17SFAC170N OF lHE CITY ENC/NEER AFlER EACH RUN-Off PROO{JC/NC RAINFALL 5. !HE CON17?ACTOR SHALL INSTALL A00/170NAl EROSION CON17?0l MEASURES AS MAY BE REQUIRED BY lHE CITY ENC/NEER OUE TO UNCOMPLETEO CRAOINC OPERA170NS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. !HE CON17?ACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAU170NS TO PREVENT PUBLIC 17?ESPASS ONTO AREAS WHERE IMPOUNOEO WAlERS CREATE A HAZARDOUS CON0/170N. 7. All EROSION CON17?0l MEASURES PR0/10EO PER lHE APPROVED CRAO/NC PLAN SHALL BE INCORPORA TEO HEREON. 8. CRAOEO AREAS AROUND lHE PRo.ECT PERIMETER AIUST ORAIN AWAY FROM lHE FACE OF SLOPE AT lHE CONCLUSION OF EACH HVRKINC OAY. 9. All REMOVABLE PR01EC17/IE OE/1CES SHOHIV SHALL BE IN PLACE AT lHE ENO OF EACH HVRKINC OA Y WHEN lHE FIVE (5} OA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OlHER DEBRIS SHALL BE RB.10/IEO AFIER EACH RAINFALL 10. All CRAVEZ BAGS SHALL BE BURLAP TYPE MlH 3/4 INCH MINIMUM AGGREGATE fl. SHOULD CERAIINA170N OF H)1)R0-SEEOED SLOPES FAil TO PR0/10E EFFEC17/IE COVERAGE OF CRAOEO SLOPES (90% COVERAGE} PRIOR TO NO/IEl,IBER 15, lHE SLOPES SHALL BE STAB/l/ZEO BY PUNCH S17?AW INSTAllEO IN ACCORDANCE MlH SEC170N 35.023 OF lHE EROSION ANO SEDIMENT CON17?0l HANDBOOK OF lHE OEPAR1YENT OF CONSERVA170N, STATE OF CALIFORNIA. TEMPORARY EROSION CONlli'OL PLANllNG ANO /RR/GA 110N All PERMANENT ANO lEAIPORARY EROSION CON17?0l PlAN17NC ANO IRRICA170N SHALL BE INSTALLED ANO MAINTAINED AS REO/JIREO IN SEC170N 212 OF lHE STANOARO SPEC/FICA170NS ANO lHE FOllOMNC.· A. H)1)R0-SEEOINC SHALL BE APPLIED TO.· I. All SLOPES !HAT ARE CRAOEO 6.•f (HORIZONTAL TO VER17CAl} OR STEEPER WHEN !HEY AR£· a. lHREE FEET OR AIORE IN HBC/IT ANO AO.JACENT TO A PLIBLIC WALL OR S17?EET. b. All SLOPES 4 FEET OR AIORE IN HBC/IT. 2. AREAS CRAOEO llA TTER !HAN 6: f WHEN ANY OF lHE FOllOMNC CON0/170NS £)(IS!: a. NOT SCHEOULEO FOR IMPROVEMENTS (CONS17?UC170N OR GENERAL lANOSCAPINC} MlHIN 60 OAY.S' OF ROUCH CRAOINC. b. /OEN17FIEO BY lHE PARKS ANO RECREA 170N DIRECTOR AS HICHl Y /1S/BlE TO lHE PUBLIC. c. HAVE ANY SPEC/Al CONOl170N /OEN11FIEO BY lHE CITY ENC/NEER !HAT WARRANTS IMMEO/AlE 17?EA1YENT. B. H)1)R0-SEEOEO AREAS SHALL BE IRRICATEO IN ACCORDANCE HflH lHE FOllO/JfNC CR/lERIA: I. All SLOPES !HAT ARE CRAOEO 6.·1 OR SlEEPER ANO !HAT AR£· a. lHREE TO BC/IT FEET IN HBC/IT SHALL BE IRRICAIEO BY HANO WAlERINC FROM ()IJ/CK COUPLERS,,1-/0SE BIBS OR A CON/IEN170NAl SY.STEM OF LOW PREC/P/TA 170N SPRINKLER HEAOS PR0/10/NC 100% COVERAGE b. GREATER !HAN 8 FEET IN HBC/IT SHALL BE WAIERED BY A CONVEN170NAl SY.S'lEAI OF LOW PREC/PITA170N SPRINKLER HEAOS PR0/10/NC 100% COVERAGE 2. AREAS SLOPED LESS !HAN 6.·1 SHALL BE IRRICATEO AS APPROVED BY THE CITY ENC/NEER, PRIOR TO H)1)R0-SEEOINC. lHE OEVEZOPER SHALL SUBMIT A PROPOSED SCHEME TO PR0/1DE IRRICA170N TO lHE CITY ENC/NEER. lHE PROPOSAL SHALL BE SPECIFIC RECAROINC lHE NUMBERS, TYPES ANO COSTS OF lHE ELEMENTS OF lHE PROPOSED SY.STEAi. J. IRRICA170N SHALL MAINTAIN lHE MOISTURE LEI/El OF lHE SOil AT lHE OP17MUM LEI/El FOR lHE CROW!H OF lHE H)1)R0-SEEOEO CROW!H. C. HYIJRO-SEEOINC MIX SHALL CONSIST OF All OF lHE FOllOMNC.· I. SEEO MIX SHALL CONSIST OF NO LESS !HAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOi. CIA CAl/FORNICA d 4 lbs. PER ACRE OF ACH/llEA MllLEFOl/A e. 3 lbs. PER ACRE OF Al Y.S'SUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF 0/MORPHOL.ECA g. /lEAIS c, d, e, ANO f OF !HIS SUBSEC170N MAY BE OMITTED ON lOCA170NS WHERE THE AREA BBNC H)1)R0-SEEOEO IS NOT /1S/BLE FROM BlHER A PUBLIC SlREET OR RES/OEN17Al S17?UCTURES. /J. ITEM o OF THIS SUBSEC170N MUST BE INOC/JlATEO MlH A N/17?0CEN F/)(INC BACIERIA ANO APPLIED ORY BlHER BY OR/ll/NC OR BROAOCAS17NC BEFORE H)1)R0-SEEOINC. l All SEEO MAlER/AlS SHALL BE 17?ANSPORTEO TO lHE .JOBS/IE IN UNOPENED CONTAINERS MlH lHE CALIFORNIA OEPAR1YENT OF FOOO ANO AGRICULTURE CER17FICA170N TAC ATTACHED TO, OR PRINTED ON SA/0 CONTAINERS. j NON-PHYTO-TO)(IC HEmNC AGENTS MAY BE AODEO TO lHE HYIJRO-SEED SLURRY AT lHE O/SCRE170N OF THE CON17?ACTOR. 2. TYPE f MULCH APPLIED AT lHE RAIE OF NO LESS !HAN 2000 lbs PER ACRE TYPE 6 MULCH (Sll?AW} MAY BE st/BS17TU1EO, All OR PART, FOR HYIJRAUl/CAllY APPLIED FIBER AIAIERIAL WHEN S17?AW IS USED, IT AIUST BE ANCHORED TO lHE SLOPE BY MECHANICAll Y PUNCH/NC NO LESS !HAN 50% OF lHE S17?AW INTO lHE SOil. J. FER17l/ZER CONS/S17NC OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, /JflH 15% st/lPHUR APPLIED AT lHE RA IE OF 500 lbs. PER ACRE 0. AREAS TO BE H)1)R0-SEEOEO SHALL BE PREPARED PRIOR TO H)1)R0 SEEO!NC BY: I. ROUGHEN/NC lHE SURFACE TO BE PLANTED BY ANY OR A COMBINA170N OF.· a. 17?ACK WALK/NC SLOPES STEEPER !HAN 6.·1 b. HARROMNC AREAS 6: 1 OR llA TTER lHA TARE st1mctEN1l Y FRIABLE c. RIPP/NC AREAS !HAT /Jfll NOT BREAK UP US/NC /!EMS o OR b ABOVE 2. CON0/170NINC lHE SOILS SO !HAT IT IS SUITABLE FOR PlAN17NC BY: a. AO.Jt/S17NC lHE SURFACE SOil MOISTURE TO PR0/10£ A OAAIP BUT NOT SATURATEO SEEO BEO. b. THE A00/170N OF SOil AAIENOAIENTS, PH AO.Jt/S1YENT, LEACH/NC OR COVER/NC SALINE SOILS TO PR0/10£0 WABLE CON0/170NS FOR CROW!H. £ H)1)R0-SEEOEO AREAS SHALL BE AIAINTAINEO TO PR0/10£ A /1CORO//S CROW!H UN17l lHE PRo.ECT IS PERMANEN1lY lANOSCAPEO CW, FOR AREAS WHERE HYIJRO-SEEOINC IS lHE PERMANENT lANOSCAPINC, UN11l lHE PRo.ECT IS COMPLETED ANO All BONOS REZEASEO. VICINITY CITY OF OCEANSIDE HIGHW PACIFIC OCEAN 78 MAP CITY OF VISTA ,._oo{; CITY OF -,....--,,. SAN MARCOS WORK TO BE OONE !HE CRAOINC HVRK SHALL CONSIST OF lHE CONS17?UC170N OF All CUTS ANO FILLS, REMEDIAL CRAOINC, ORA/NACE FACIU17ES, EROSION CON17?0l FAC/l/17ES, ANO PlAN17NC OF PERMANENT lANOSCAPINC ANO PREPARA170N OF AS-BUILT CRAO/NC PLANS, AS-BUILT CEOL.OC/C AIAPS ANO REPORTS, All AS SHOHIV OR REQUIRED ON lHE SET OF PLANS ANO lHE CITY STANOAROS, SPEC/FICA170NS, REQUIREMENTS, RESOL.U170NS ANO ORDINANCES C/lEO ON lHESE PLANS. !HE CRAOINC HVRK SHALL BE PERFORMED IN ACCORDANCE /JflH lHE FOllOMNC OOCUAIENTS, CURRENT AT lHE 11ME OF CONS17?UC170N, AS 0/RECTEO BY lHE CITY ENC/NEER. I. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD STANOAROS. J. lH/S SET OF PLANS. 4. RESOL.U170N NO. 5685, 5686, 5687, 56&; 5689, 5690 & 569/ OAIEO SEPT. I, 2004 & RESOL.U170N 7124 OATEO OCT. 7, 2015 5. !HE STANOARO SPEC/FICA170NS FOR PUBLIC HVRKS CONS11?UC170N. (GREEN BOOK} 6. SOILS REPORT ANO RECOMMENOA170NS BY AITCl OAIEO APRIL, 2015. AS-CRAOEO SOILS REPORT BY MTGL OATEO NOV. 4, 2016. UPOAIE LETTER BY AITGL OATEO MAR. 15, 2022. NEW CEOTECHNICAl IN/IES17CA170N REPORT BY AITGL OATEO NOV. 4, 2022. CEOTECHNICAl IN/IES17CA170N AUTOGRAPH H01El 6 MARBRISA CIRCLE, OAIEO NOVEMBER 10, 2023. 7. !HE SAN 0/ECO REGIONAL STANOARO ORA/JfNCS ANO AS AIAY BE MOO/FIEO BY lHE CITY OF CARLSBAD STANOAROS. 8. CALIFORNIA COASTAL COMMISSION OEVEZOPMENT PERMIT 03-04{A} 5688 SEPT f, 2004 9. M/11CATEO NECA17/IE OECLARA170N ANO Ml17CA170N MONITOR/NC ANO REPOR17NC PROGRAM RESOL.U170N NO. 5685 OATEO SEPT. f, 2004. fO. STORM WAlER POllU170N PRE/IEN170N PLAN PREPARED BY EXCEZ ENC/NEER/NC.· SEE 17ER 2 CITY STORM WAIER POllU170N PRE/IEN170N PLAN SHEET 4 ANO SHEET 5. fl. STORM WATER MANAGEMENT PLAN (SWMP 15-19} PREPARED BY EXCEL ENC/NEER/NC, OAIEO.· FEBRUARY J; 2016. STORM WAlER ()IJAl/TY MANAGEMENT PLAN (Swtll,IP CT 15-08} PREPARED BY EXCEL ENC/NEER/NC, OA TEO .JANUARY, ~ 2024. 12. !HE CALIFORNIA STORM WATER (l{JAl/TY ASSOCIA170N (CASO/IA}, STORM WAIER BEST AIANACEl,IENT PRAC17CE CONSTRUC170N HANDBOOK, ANO CAl17?ANS CONS17?UC170N SITE BEST MANACEl,IENT PRAC17CES (BMP} MANUAL ABANOONAIENT NOTES PAR17All Y COMPLETED PROJECTS SEEK/NC TO INOEFIN/1El Y STOP HVRK ANO CLOSE lHE CRAOINC PERMIT MUST IAIPLEl,IENT APPROPRIA IE ACCESS RES1R/C170N ANO EROSION ANO SEDIMENT CON17?0l MEASURES TO lHE SA17SFAC170N OF lHE CITY, INCLUO/NC BUT NOT l/M/lEO TO lHE FOLL 0/JfNC.· f} PERMANEN1lY STABILIZE All SLOPES (>5%} -70% COVER MlH Ml.l-ESTABl/SHEO, SUSTAINABLE, NON-HEED /IECETA170N (SEE CITY L_ __________ .,,_Cl'-'-TY.,__,0..,_F__.,_EN,..C><'l.,_,_N,_,_IT.,AS,._ _______ ~ LANDSCAPE MANUAL FOR CUIOEZINES} IS CONS/OEREO ADEQUATE INDEX OF SHEETS 1 -171lE SHEET 2 -£)(IS17NC CON0/170N ANO OEl,IOl/170N PLAN 3 -CRAOINC SHEET 4 -WATER IMPRO/IEl,IENTS 5 -BAIP PLAN 6 -SHPPP 17ER 2 171lE SHEET 7 -SHPPP PLAN 8 -SINGLE SHEET BAIP LEGAL OESCR/PllON PARCEL A OF THAT CERTAIN CER17FICA1E OF COMPLIANCE FOR AO.JUSTA/ENT PLAT (ADJ 2016-0001} RECORDED OECEAIBER /5, 2016, AS OOCUAIENT NO. 2016-0688877 OF OFFICIAL RECORDS OF SAN 0/ECO COUNTY. OfWER GRAND PACIFIC CARLSBAD HOTEL, LP. C/0 GRAND PACIFIC OEVELOPMENT, INC. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA. 92008 (760} 431-8500 CONTACl: TIM STRIPE APPLICANT: GRANO PACIFIC CARLSBAD HOTEL, LP. 5900 PASTEUR COURT, SUITE 200 CARLSBAD, CA 92008 (760} 431-8500 CONTACT.· TIM STRIPE REFERENCE PRAMNCS CITY OF CARLSBAD ORAMNC NO. 333 -2H CITY OF CARLSBAD ORAMNC NO. 333 -2V CITY OF CARLSBAD ORAMNC NO. 333 -2Y CITY OF CARLSBAD ORA/JfNC NO. 333 -2Z CITY OF CARLSBAD ORA/JfNC NO. 428 -9 CITY OF CARLSBAD ORA/JfNC NO. 428 -9A CITY OF CARLSBAD ORA/JfNC NO. 333 -2C CITY OF CARLSBAD ORA/JfNC NO. 333 -2CO CITY OF CARLSBAD ORAMNC NO. 428 -9F CITY OF CARLSBAD DRA/JfNC NO. 428 -9H All STANOARO ORAMNCS ARE SAN 0/ECO REGIONAL STANOARO ORAMNCS (SORSO} UNLESS NOTEO OlHER/JfSE.· • CITY OF CARLSBAD STANOARO •• CARLSBAD MUNICIPAL WAlER 0/STRICT STANOARO ORAMNC .,,. SORSO AS MODIFIED BY CITY OF CARLSBAD EAR llllfORK Q(JANllllES CUl: Fill: EXPORl: REMEO/Al: 196. 46 C. Y. 173.97 C. Y. 22.49 C.Y. 305.26 C. Y. 2) PERAIANEN1lY STABILIZE llAT AREAS (.S:5%} -70% COVER MlH Ml.l-ESTABl/SHEO, st/STAINABLE, NON-WEEO IIECETA170N (SEE CITY LANDSCAPE MANUAL FOR CUIOEZINES} OR 2 INCHES (MIN/AIUM} OF PERMEABLE COVER (EC., GRAVEL} IS CONS/OEREO ADEQUATE ~ RES!RICT ACCESS TO S/lE -COORO/NAIE MlH CITY STAFF TO DE/ERMINE APPROPR/AlE FENCING TYPE 4} SJGNACE ALONG FRONTAGE ROAO(S} POS17NC !HAT OUMPINC, LITTER/NC, ANO 17?ESPASS/NC ARE PROH/8/TEO. 5) 17?ESPASS ENFORCEMENT AU1HORIZA170N LETTER MUST BE SENT FROM lHE OHIVER TO lHE CITY OF CARLSBAD POL.ICE OEPAR1YENT. 6} NOTARIZE ANO RECORD AGAINST lHE PROPERTY AN ACREEl,IENT STA17NC !HAT OHIVER IS RESPONSIBLE FOR MAINTAIN/NC FENCING ANO SJGNAGE, AOHERINC TO lHE FIRE PRE/IEN170N ORO/NA170N, KEEP/NC lHE SITE FREE FROM l/TlER ACCUMULA170N ANO /IECETA170N CROW!H. ANO REM0/1NC ANY ILLEGALLY OUMPEO MAlER/AlS AT lHE SITE UN17l lHE PROPERTY IS OEVEZOPEO IN lHE FUTURE SURFACE IMPROVEMENTS (PR/VA TE) NO. ITEM STANOARO ORAWINC llATMWK PER SORSO C-07 ls-21 S/OE/fAlK CURB Ollll.ET PER SORSO 0-25 ls-JI ORA/NACE 0/lCH -TYPE 0 PER SORSO 0-75 ls-41 S11?AICHT HEADWALL -TYPE B PER SORSO 0-32 ls-5 I RIP RAP ENEHCY 0/SSIPATER PER SORSO 0-40 I S-6 I 1RENCH RESURFACING PER CS-25 STORM ORAIN IMPROVEMENTS (PRIVATE) NO. ITEM STANOARO ORAWINC 1so-, I 4" HOPE R:w AREA DRAIN PER AIANI/FAClTIRER'S RECOAIAIENOA170N lso-2 1 4" CRAlEO AREA DRAIN SJO(l,f CHIEF flNISHLJNE FlOOR DRAIN lso-3 1 6" HOPE PIPE PER IIANl/FAClTIRER'S RECOAIVOIOA 170N lso-41 6" A17?HIAI CRATE INLET NOS A17?HIAI CRATE lso-5 1 12" HOPE PIPE PER AIANI/FAClTIRER'S RECOIIAIENOA170N lso-6'1 2411'24" CA1CH BASIN BROOKS 2424 CB OR EQUIV. lso-71 48ir'48" ClEANOL.IT -TYPE A4 PER SORSO 0-10 I S0-8 I CONNECT PIPE 17?ASH SCREEN 1/N/lEO STORA/ WA 1ER INC SEE OETA/l SHEET 4 I S0-9 I 4" PVC ClEANOUT PER IIANl/FACllJRER'S RECOIIIIENOA 170N @-toj 6" PVC ClEANOL.IT PER MANUFACTURER'S RECOIIAIENOA170N WATER IMPROVEMENTS {PUBLIC) NO. ITEM STANOARO ORAWINC lw-1 I lw-2 1 2" WATER SER/1CE CONNEC17QV llflH t.5" l.fElER I. 5" BACKR.OW PRE~llON INS1i411AllON PER ClllltJ W-4 PER ClllltJ W-6 POST-CONSTRUCTION BMP TABLE STORMWA TfR REQUIREMENTS IHA T APPLY: QUANTITY 2,382 SF f EA 19lF 5lF 0.20 CY Jf SF QUANTITY 309 lF 1 EA 166 lF 7EA 6'5 lF f EA f EA f EA 2EA J EA QUANTITY 1 EA I EA SYMBOL --- SYMBOL --SD --SD-- 8 0 0 SYMBOL --c-= --c-= EARlHHVRK QUAN1717ES 00 NOT TAKE INTO CONS/OERA170N FOR SOil EXPANSION. REFER TO lHE CEOlECHNICAl STUOY FOR SOil EXPANSION FACTOR. □ STANDARD STORM WA TfR REQUIREMENTS EXEMPT FROM TRASH CAPTURE? DYES EXEMPT FROM HYDROMODIFICA TION? DYES NOTE· !HE 0/RT HVRK SHOHIV HEREON IS BASEO ON lHE FOllOMNC OES/CN CR/lERIA. 2,382 SF SIDEWALK SEC170NS = 4• PCC OVER NA17VE IT IS !HE RESPONSIBILITY OF lHE CON17?ACTOR TO RE/1EW & CONFIRM All O/JAN1717ES SHOHIV HEREON. lHESE ()IJAN1717ES ARE NOT /NlENOEO TO BE U17UZED FOR BIOO/NC PLIRPOSES. lHE ENC/NEER OF HVRK ASst/MES NO l/AB/l/TY OUE TO VAR/A 170NS IN lHE CRAOINC QUAN1717ES NOTEO HEREON. BENCH MARK DESCRIPTION: LOCATION: RECORDED: ELEVATION: CARLSBAD CONTROL MONUMENT # 3028. BRASS DISK IN WELL MONUMENT STAMPED LS 4324 APPROX 750" WESTERLY & BOO" NORD-tERLY ALONG A DIRT TRAIL fROM THE WESTERLY END Of THE CANNON ROAD BRIDGE. CITY OF CARLSBAD OR7HOPHOTO MAPPING DRAWING NO. 296-5 118.768 DA TUM: 1929 MEAN SEA LEVEL DA TUM □ PRIORITY PROJECT REQUIREMENTS TYPE 17?ASH CAPTURE BIOF/l lNA 170N BASIN DESCRIPTION /NllD STrJRN II/All1' Mt: PIP£ lHASH SCIIEEN IIP-52 lr:-32 OWNERSHIP PRIVAIE PRIVAIE TOTAL LOT AREA =~5=.9=1~A~C~R-E-S ____ _ TOTAL DISTURBED AREA = 0.349 ACRES (7HIS AREA INCLUDES BUT IS NOT UMITfD TO OFF-SITf WORK INCLUDING PUBLIC IMPROVEMENTS AND TfMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS. CONSTRUCTION □ NO MAINTENANCE AGREEMENT BAIP AIA/NlFNANCE ACREE1/ENT BAIP AIA/NlFNANCE ACREE1/ENT □ NO SHEET NO. 3 3 MAINTENANCE FREQUENCY OfJAHlERLY MONlHlYANO AFlER STORAI "AS BUil T" RCE __ _ EXP. ___ _ DATE WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY 1------------------. TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) REVIEWED BY: TOTAL REPLACED IMPERVIOUS AREA = 885 SF TOTAL PROPOSED IMPERVIOUS AREA = 8,403 SF INSPECTOR DATE ENGINEER OF WORK l----+----+-------------+---+---;------t----; I SH1EET I CITY OF CARLSBAD I SH8TS I ~==~=LA:::N::::D::::::::D::::EV:::E:::L::::O=P:::M:::EN=T::::::::E=N=Gl=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 ~~-L DATE RCE: 45629 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) GR2024-0010 Tln.E SHEET CD2023-0012 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DA TE DA TE INITIAL Cll'f APPROVAL OWN BY: KW PROJECT NO. I DRAWING NO. CHKD BY: --CT 15-08 547-BA RVWD BY: Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 PR T 5 GAL PRT PRT Number: 20-054 9/30/24 MBI ----.............. KEY .MAP SCALE· !"=200' ---- -- -0 200 400 600 800 fJENOL./llON NO!ES IZ1lEZJ ~ IZ1liSl1 ~ IZ1li5zl DESCR!PllON REI.IOI,£' EXIST BIORETENllON BASIN RENO/,£ EXIST ENERCENCY SPILLWAY RENO/,£ EXIST STORN ORAIN PIPE RENO/,£ EXIST SIDEWALK RENO/,£ EXIST PCC CVRB • L1=470'.J8 R=J5J.OO' [=25.74'( \ \\ PARCEL BOUNDARY SCALE· !"=100' --- _J - -- -0 100 200 JOO 400 err iWOGl: 750SF Rx:xXxXl !8LF -x- 20LF --- 92! SF IV////J 6LF 1111111111 ~ \ ~s:s """'· - ~~ ~- • -- I (2!6..J8 TC)- (215.88 fl.) (2!5.87 TC) (2!5.J7 fl.) • ......... .• • • • ! t,· I I • (217.51 TC) (217.01 fl.) c.. ,,,,~ ... EXISllNG 18 LF BASIN ENERCENCY 0/ERfl.OW BRO/lfJITCH 10 BE RENOVEO • .-/-+-1s -r-r-+-s-@ I EXIST. 6" P/IC SE. \- " . . ; i/ TER,I ~L ;o RENAIN (215.58 rcJ ><f // i (215.08 n.) • . • I I I ----Ji' . I I • ·. ,' I • I I • • I • ~.,,-I • . .· I • • • SCALE: 1"=!0' 0 10 20 I I I I I I • . l' .. <I .. :., ........ . ... -. JO 40 I I I I • EXISllNG 12• HOPE STORN DRAIN PER O/HJ. Na 428-9H TO RENAIN I I I ()FESS/0,to1 ¢, D. D~~ % ';;;';; No. 45629 o~ * IV\'-~ (219.00 (218. Dr7. 'EWALK ~ 20 LF OF EXISllNG STORM DRAIN TO BE REJ.101,£0 I EXISllNG CATCH BASIN SlRVCT//RE TO BE REMOVEO -~, V EXISTING PAD=223.63 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~_L ROBERTO.DENTINO RCE: 45629 DATE F OF EXISllNG Cf/, BE REJ.101,£0 ~ •1 EXISllNG 6' SEH£R CI.EANOIJT TO REJ.IAIN 1 IZ!'i9I 885 SF OF EXISllNG SIDEWALK 10 BE REMOVEO <:::::::::::-___ --·--- -------- I I =; I I I I EXISllNG 6" SEH£R CI.EANOIJT 10 REMAIN ------------------, I • I EJt/STWG HOlEI. I 0(/T/JUIUJIN(J • REI.IOI,£' 10 .•• NEAREST JOINT • • .... "' _., • • EXISTWG HOlEI. I = ~ , .•. llil .. ·,&l .•. \ ' ~ CITY OF CARLSBAD I SHEETS I l-----+--+----------------l-----l----1-------1----1 L2_j LAND DEVELOPMENT ENGINEERING 8 l-----+--+----------------1-----1----1-------I----I 1-----+--+----------------1-----l----l----1----1 GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) l:'.XISTING CONDITION ANb l-----+--+----------------1-----l----l----1----1 GR2024-0010 CD2023-0012 APPROVED: JASON S. GELDERT 1-----+--+----------------I-----I----I-------'----' ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DATE OWN BY: KW PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY f--O-TH_E_R-AP-'--P-RO-V-AL-+-C-ll'f---'--A-'PP---R---OV---A=-L--,1 RVWD BY;---CT 15-08 547-BA DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 PR T PR T 5 GAL 5 GAL 5 GAL Number: 20-054 9/30/24 MBI ..... __ _ ---- D(fSllNC PRIVA!E FIRE VAIN PER OIWl. NO. 428-9H ~'~ ' ' ,~'~ .~"~ £)(!SllNC 12• HOPE STORA/ ORAIN PER OIWl. NO. 428-9H TO REAIAIN ~~' £%/SllNC • ~' Cl/RB INLET PRO!ECT-IN-PLACE ___ ____ • • • .• 0 AREA 0/MW DATA TABLE 0 No. IJIRECllON ENC!}, SUJPE PIPE SIZE No. f N58:J7'29"E 17.74' 0..50% 4• HOPE 9 2 NfJ:J7'29"E 17.39' 0..50% 4• HOPE 10 J SfJ:J7'29"W 17.39' 0..50% 4• HOPE ff 4 NfJ:J7'29"E 12.16' 0..50% 4' HOPE 12 .5 NJf:22'.Jf"W 6.63' 0..50% 4• HOPE fJ 6 N76:22'Jt'W ff.!J' 0..50% 4• HOPE 14 7 NfJ:J7'29"E 19.79' 0..50% 4• HOPE /.5 8 NfJ:J7'29"E 10.88' f.00% 4• HOPE 16 £)(!SllNC FIRE HiVRANT PRO!ECT-IN-PIACE I ,,.., AREA lWMI DATA TABLE 0/RECllON l£NCll, SI.OPE PIPE SIZE N58:J7'29"E 8.14' f.00% 4• HOPE N76:22'Jt•w J.41' 0..50% 6"HOPE N76:22'Jf"W J.26' 0..50% 6.HOPE NJ! :22'.Jf •w 70.87' 0..50% 6' HOPE N76:22'Jf"W 12.46' 0..50% 6' HOPE NfJ:J7'29"E .5.74' 1.00% 4• HOPE N76:22'Jf"W 7.37' 1.00% 4• HOPE NfJ:J7'29"E f.5.58' f.00% 4• HOPE 0 AREA lWMI DATA TABLE NO. IJIRECllON l£NCll, SI.OPE PIPE SIZE 17 N76:22'Jf'W 8. 4.5' 0..50% 6' HOPE 18 S58:J7'29'W f.5.78' 0..50% 6' HOPE 19 S58:J7'29'W 26.14' 0..50% 6.HOPE 20 NJ! :22'.Jf "W 10.58' 1.00% 4' HOPE 21 S58:J7'29"W 16.7.5' 1.00% 4• HOPE 22 N76:22'Jt"W 8.10' 1.00% 4• HOPE 23 S58:J7'29'W 2.32' 0..50% 6" HOPE 24 SfJ:J7'29"W f.5.48' 0..50% 6" HOPE ( ) STUill DRAIN DATA TABLE NO. IJIRECllON ILENClll SI.OPE SlJ-f SJ2:29'4.5"E 6.5.23' 7.02% 0 AREA DRAIN DA TA TABLE NO. 0/RECllON l£NCll, SI.OPE 2.5 N76:22'Jf"W J.68' 1.00% 26 NJ/:22'.J!"W 37.99' f.00% 27 S.58:J7'29·w !.8J' 1.00% 28 NJf:22'.Jf'W .57..51, 0..50% 29 N76:22'Jt•w 2.58' 0..50% .J() S!J:J7'29•w 4.68' 0..50% JI S76:22'Jf"E 20.00' 0..50% I PIPE SIZE 12• HOPE PIPE SIZE 4• HOPE 4• HOPE 4• HOPE 4' HOPE 4• HOPE 6• HOPE 4• HOPE • SCALE f"=!O' 0 10 20 JO 40 TYPE QUANTITY OWNERSHIP ll?ASH CAPlllRE f EA UN/lElJ STORA/ WA lER PRIVA!E ()fESS/at~ ¢, D. D~~~ ~~ No. 45629 5~ B/Ofllll?AllON BASIN 491 SF PRIVA!E ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~~ RCE: 45629 DAlE • EJl'ISIINC HOlEZ I FF: 221.JO==u 220.36 RIV ' 4' -- ----PROPOSED 12' PIPE IN v--- 214..57 It:. .......... "'--./ -- S£C1K,W A-A NOT lOSCALE 220.36 RIV ' 4'%4' CLEANOI/T / ---..... £)(!ST. 12• ( L____ PIPE OUT 214.38 IE J 1---I"-'----- S£Cll(,W 8-B NOT 10 SCALE I PROPOSED 12• I ! /, HOPE PIPE~-· I . , ' B ,2·/ £%/ST. HOPE P, 1/PE 4'%4,_/ CLEANOI/T I J !/ I I 2' A -£%/ST. 12' PIPE OI/T B D!Sl/NG 12• JO'£ ~11(,W m 18" % 18" a£ANOIIT PLAN /El' PROPOSED 8(l!LOINC FF=224.JO • FILL~ £)(!SllNC S(JRFACE ;-- OEEPENEO FOOllNC NOT 10 SCAf.E SECllONA-A NOTTO SCALE 220.4FC KEY MAP SCALE· f "=200' ---- -- -0 200 400 600 800 SURFACE /AIPROvE'UENlS {PR/VA TE) Na /!EU STANOARO ORAH?NC 1s-, I FLA THORK/SIOEWALK PER SORSO C-07 1s-21 SIDEWALK Cl/RB Ol/llET PER SORSO 0-2.5 ls-JI ORA/NACE IJITCH -nPE 0 PER SORSlJ 0-7.5 IS-4 I Sll?AICHT HEADWALL -T'IPE 8 PER SORSlJ 0-32 1s-5 1 RIP RAP ENERCY 0/SS/PA !ER PER SORSlJ 0-40 STORU ORAIN /UPROvE'UENlS {PRIVATE) NQ /!EU STANOARO ORAH?NC ISO-! I 4" HOPE FOR AREA ORAIN PER VAN(JFAClllRER's RECOAfVENOAllON 1so-2 1 4" CRAlElJ AREA ORAIN SIOIJ)( CHIEF FINISHLINE FLOOR ORAIN ISO-JI 6" HOPE PIPE PER VAN(JFAClllRER's RECOAfVENOAllON 1so-41 6" AlRl(JV CRA!E INLET NOS AlRILIV CRA!E 1so-5 1 12" HOPE PIPE* PER VAN(JFAClllRER's RECOAfVENOAllON lso-6 1 24''%24" CATCH BASIN BROOKS 2424 C8 OR EOl/111. 1so-7 1 48''%48" CLEANOI/T -T'IPE A4 PER SORSO 0-10 lso-81 CONNECT PIPE ll?ASH SCREEN (JNl!EO STORAI WAlER INC SEE OETAIL SHEET 4 1so-9 1 4" PM:' CLEANOI/T PER VANLIFAClllRER's RECOAfVENOAllON 1so-1g 6" PM:' CLEANOI/T PER VAN(JFAClllRER's RECOAfVENOAllON * CONNECT PIPE ll?ASH SCREEN llfLL BE INS/OE PROPOSED CLEAN OIJT £4'if¥P'7NQTE.· NO EASEMEN!S £%/ST l#fTHIN THE lifC/NITY OF THIS PRO.JECT. ~ CITY OF CARLSBAD I SHEETS I 1----1----+----------------+------<>----+----+------1 ~ LAND DEVELOPMENT ENGINEERING 8 1----+----+----------------+------<>----+----+------I 1----1----+----------------+-----11----+--+-----1 GRADING PLANS FOR CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOlEL 6) GR2024-0010 GRADING SHEET CD2023-0012 APPROVED: JASON S. GELDERT 1----+----+----------------+------<>----+----+------1 ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DAlE OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g :~;--CT 15-08 . 547-8A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 5 GAL MBI ---- :....:::._ ---= I I ..,;-~ ":--.---.:::_ l -• :: - ~CANNON RO. ~ --=::::::: -. __,,. '""•r~ '\ __ /~ l ]r-~ ~~ 11 I ~J/1"" J , 11 I ::ti ; I -;:::JL j ~---..J("'-"'- ,,,,,-----\ ~ '"' ) / ~Ul-f1 ~~~ '-- ' l_LlllJ LLU.U LlllLW , . . . . . ·"\ .. r. ' .. .. . -.... '-.... KEYA/AP SCALE· I "=200' ------ -0 200 400 600 800 lfA lER NOlES 1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE IWTH THE "CITY OF CARLSBAD ENGINEERING STANOAROS" (LATEST EOlllON) VOLUMES 2 & J. 2. BEFORE ANY CONNECllON OR SH/IT OOHN OF VAL IIES ON £)(1SllNG C.M. W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE ANO MUST BE SIGNED ANO APPROIIEO BY THE CITY OF CARLSBAD'S OEP/ITY CITY ENGINEER ANO THE Ulll/TY OPERA llONS' PUBLIC WORKS MANAGER. J. ALL INSPECllON REQUESTS OTHER THAN FOR PRECONSTR//CllON MEEllNG IWLL BE MADE BY CALLING lHE ENGINEERING 24-HOI/R INSPECllQN REQUEST LINE AT (l.if!)_ 438-3891. INSPECllON REQUESTS MUST BE RECEIIIEO PRIOR TO 2.·00 P.M. ON THE WORK OA Y BEFORE THE INSPECllON IS NEEOEO. INSPECllONS IWLL BE MAO£ THE NEXT WORK OAY UNLESS YOU REOIJEST OTHERIWSE. REOIJESTS MAO£ AFTER 2.·00 P.M. IWLL BE SCHEO/ILEO FOR THO FIJLL WORK OA Y.5' LATER. 4. NO TREES OR STR/ICTI/RES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EX/SllNG TREES ANO STR/ICTI/RES SHALL BE REMOIIEO PRIOR TO COMMENCEMENT OF WORK -ANY £XCEPllONS SHALL R£Qt//RE WRITTEN PERMISSION FROM TH£ DISTRICT ENGINEER. 5. ALL B/IR/£0 COPPER PIPING ANO APPURTENANCES SHALL 8£ PROTECTED BY MEANS OF CATHODIC PROTECllON. IF 0£/IELOP£R/OHN£R CONO/ICTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECllON CAN 8£ P£RFORM£0 IN ANOTHER MANNER, TH£ DISTRICT ENGINEER /Wll CONSIDER AN ALTERNAll/lE FORM OF PROTECllON. 6. TH£ EXACT HORIZONTAL ANO IIERllCAL ALIGNMENT ANO TYPE OF MATERIALS OF TH£ RR£ LINE LOCATED BETWEEN TH£ DETECTOR CHECK VAL/IE ANO BU/LO/NG SHALL 8£ 0£TERMINEO BY TH£ CITY OF CARLSBAD RR£ MARSHAL. 7. All POTABLE WATER SERVICES SHALL 8£ 1• ANO ALL METERS SHALL 8£ 1• {UNLESS OTHERIWSE NOTED ON PLANS} 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLW£R CONCRETE AS MAN/IFACTI/R£0 BY ARMORCAST OR £0/JAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES ANO SEWER LATERALS SHALL 8£ 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL 8£ R.USH IWTH TH£ RN/SHED SURFACE GRAD£ 11. CONSTRUCllON OF WATER MAINS ANO RECYCLED WATER MAINS SHALL AOH£R£ TO TH£ "CRITERIA FOR TH£ SEPARAllON OF WATER MAINS ANO SANITARY SEWERS" P/IBLISH£0 BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. A}(IAL OER.£CllON AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-OER.£CllON COL/PL/NG AT A PIP£ JOINT MAY 8£ PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL 0£R.£CllON PER COUPLING (2 DEGREES/EACH CASK£!). //SE CERTAINTEED "VIN/1.-IRON" H.O. FOR C900. 13. BEFORE CONSTRUCllON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ R£0/J/REO. 14. NO CUTllNG OR SNAPPING OF ASBESTOS CEMENT PIP£ (ACP) IS PERMITTED. CONTRACTOR SHALL REMO/IE ACP TO NEAREST COL/PL/NG ANO INSTALL ACP X PVC ADAPTORS ANO TH£ NECESSARY PVC SIZE ANO CLASS PIP£ TO INSTALL TH£ TE£ AT THE STAllON. 15. PRIOR TO BACKRLL, INSTALL TRACER /WR£ ON TOP OF PIPE ANO SECURE IN PLACE IWTH 2-INCH /WOE PLASllC AOH£SIIIE TAPE AT MAXIMUM 10-FOOT INTERVALS. MR£ TO ENTER VAL /IE STANDS BY MEANS OF ORILL£0 HOLE IN PIPE STANO WALL JUST BELOW 4T7BOX. /WR£ IS NOT TO INTER/TR£ IWTH VAL /IE NUT OP£RAllON. RUN TRACER MR£ CONllN/IOLISLY ALONG PIP£ ANO TERMINATE IN AO✓ACENT VAL/IE BOXES FOR BURIED ASSEMBLIES OR 8/IRIEO VAL IIES. WHERE 8/IRIEO SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROIIEO EOIJAL. PROVIDE 24 INCHES OF CO/LEO MR£ AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCAllNG £0/JIPMENT. EACH INSTALLED RUN OF PIP£ SHALL BE CAPABLE OF BEING LOCA TEO USING TH£ TRACER /WR£ PROTECT /WR£ INS//LAllON FROM DAMAGE DURING INSTALLAllON ANO BACKRLLING. /WR£ INS//LAllON THAT IS BROKEN, CUT, OR DAMAGED SHALL 8£ REPLACED. TRACER MR£ SHALL 8£ AWG NO. 8 STRANDED COPPER MR£ MTH HIGH MOLECULAR WEIGHT POL YETH/1.£N£ {HMW/PE) INSULA llON SP£CIRCALL Y OESIGN£0 FOR DIRECT BURIAL IN CORROSIIIE SOIL OR WATER. POLYETH/1.D/£ INS/ILAllON SHALL CONFORM TO ASTM O 1248, TYPE 1, CLASS C. IWR£S WITH C/JT OR DAMAGED INS/ILA llON ARE NOT ACCEPTABLE ANO REPLACEMENT OF THE ENllRE MR£ WHICH HAS BEEN OAMAGEO WILL 8£ REOIJIREO AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. I -- \ \ \ --- --------- SCALE: !'=20' • ---- ---- -- -0 20 40 60 80 SURFACE /I.IPROvEI.IENTS (PR/VA lE) NO. /!El.I STANOARO ORAHfN6 IS-6 TRENCH RESURFACING PER GS-2.5 lfA !ER /I.IPROvEI.IENTS {PUBLIC) NQ /lE4{ STANOARO ORAHfN6 IW-1 1w-2 1 2" /YA/ER SERVICE al'VN£CllC.W HflH f. .5" Al£1ER 1..5" BACKR.0/Y PRE~llC.W INSTALLA llC.W PER CA/Hf} W-4 PER CA/Hf} W-6 1 STA ll+l4.2.5 £%/SllNG 1-1/2' ll/RBO /YA/ER MElER & PR£V£N1ER PER OIYG NO. 428-9H SERV/i HO 1El 4 G(J£SlROOAIS, ~ '\. I =3'=a:-,£%/SllNG 2• /YA 1ER SERVICE PER -OIYG NO. 428-9H TO REl,/A/N cl;(\ M--M ,.,.;."". /M--M ---. '-161 --M ---/ -M---"i ~ £%/SllNG 12' PVC PIJBLIC --~M--&;}-M =- /YA/ER MAIN PER 0/YG 428-g./ I -------- 8ffHPl[!(QlE: £AS£1.1£NT FOR PIJBL/C 1/llLITY PURPOSES ANO OPEN SPACE CRANlEO TO 1H£ CITY OF CARLSBAO, A AION!CIPAL CORPORA lltw, MAP NO. 1.5332, R£COR0£0 I.IA Y ~ 2006 AS RL£ NO. 2006-0311804. A PORllON OF SAIO EASEYENT WAS VACAlEO BY 1H£ CITY OF CARLSBAO, RECOR0£0 OCTOBER 12, 2007 AS INSTROl.l£NT NO. 2007-06.58477 ()fESS/at~ ¢, D. D~~~ ~~ 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 ~~~ ROBERTD.DENTINO RCE: 45629 9/30/2024 DAlE ~ CITY OF CARLSBAD I SHEETS I 1----+----+----------------+-----11-----+----+------1 L__i__J LAND DEVELOPMENT ENGINEERING 8 1----+----+----------------+-----11-----+----+------I 1----1----+----------------+-----11----+--+-----1 GRADING PLANS FOR CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOlEL 6) WAlER GR2024-0010 CD2023-0012 APPROVED: JASON S. GELDERT 1----+----+----------------+-----11-----+----+------1 ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DAlE OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g :~;--CT 15-08 _ 547-8A DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 Number: 20-054 9/30/24 MBI " <I <I ' PROPOSEO CURB OlllZET ~ \ /---- V r---' V V V V V ~ lDll.lRA#ov BASIN V V V V "',221.65 fS 491 SF w V V V V " " " " " " " " " \ \ \ I I I ,,- I ,1' I I I 11· I I I ---.J"-------'"'----l--'-'-----""--l-----""-----""-------'"'-l6~---=----'"'-----+''-------'"'---""----"-'-~ I I 1 ~I I I I I 219.15 IE ---------+-\-----------~,-----+-\--------~ // &o / / / -----------I " I si (/) '\ -SD--SD---SD--SD--SD~ . &o I so--so----s_o====-s_o=_-_-_-so_-_-_-_-_-_s_o_>-_-_-_-_-_s_o~_-_-_ -_s_o~~-so--s_o:::_-=_-=_-_-_so--so-~_/ _____ ~/ .<I <I . /). \, ·----------~-~ OETAIL iVO Ot/AIPINC" AT CATCII BASINS CONNECTOR PIPE SCREEN (CPS) /). 6" PVC PIPE PERFORAllON LA YOl/T OETAIL NOT TO SCALE "EXHIBIT A2.1~ MODEL USW-2M1 FIXED SCREEN WITH SWIVEL ACCESS PLATE 14000 E. VALLEY EJLVD CITY OF INDUSTRY CA 91746 RAMON MENJIVAR OFFICE (626)001-9326 FAX f626l-434-6994 DIRECT (626)890-71 [)4 Email: ramonm@unitedstormwater.com © SS-'.l(I.: DEFLECTOR (SEE DETAIL SHEET 2) © INSr-ECllON r.ATE ~•X~" >1 GAUGE3:4SS © © 88-'1(]4 WEclGE ANCHOR ( <3" 13 EACH) ITYP} ..,.-, SSI.F ~~II.LINC SC.-~=--i\"!WPi •Hs j ss-JIJ.t W Gr A~CI IOR t'° • '.I' 12 CACH, 1TYF>: ► 0 8" (TYP) _fl_ 3" \ ·,":< 1 ~• BRAKE OR BENT14 GAUGE t 1" x 1] "ANGLE 14 GAUGE 0 --E.G. Conn ecto 3,.:.sT~.1NcEss STEEL sc.n ::.~ 14GA'J:,E Pipe Q OPE.~INGSCi<EC.~(5MM) Prnr C•Rl<ITD.o.NGLia 0 0 PLRl'CRATED ANG~L r,;,• (14';.,,uG~~S, A FRONT VIEW t/NITEO STORAI WATER CONNECT PIPE lli'ASH SCREEN NOT TO SCALE 1'X1 j" CEFLECTO.~ SUPPORT BRl',Ci\ET (TYP) Pg. 18 ·ace"'""'"°'",,, <SDCr'S SIZ r,ousLE 1'2 /). •-~T.Or<CC'•'5RCAN ae,/0',SO TO SIT>E< SOS /MfTHl OOL, TCJ ALLO'N •·osoolTG VECTOR COITRDL TFC>+JIC'"" TO ,~,,_RT TFST r:s-n-"1AI S n,,s MOOEL FOR U~E IH SH.<J.LC",• C~lLCS P.o.81~~ WHFRF ~I F•R<NCF ··•ora •l>TT(Y,,1 OF T"-''"" """'·· Of\CAT<:H BAS N OSCK, TOT~P C" OCrLCCTOR IS , 1.-~· OR U:SS. "'-LO>',", '-CGE(<S FOO MO;JQUITD "'ATl"HTNT <Cf0.1TIM CJ ucco F V<I I FY~Ivn GIT"OF l~DIJSTRYOOH<S --- I I /). I .I I (/) <:J <I " ~ &<!) <I . +i " - -- -0 5 10 15 4" Pl1': CLEANOIJT OR 6" Pl1': CLEANOIJT PER AfANl/FACll/RER's RECaflAfENOA llON 4• OR 6• HOPE 1Rt/NK LINE I.E PER PLAN ~ 20 RIAi (PER PLAN) F.C. 4• OR 6• RISER 4' OR 6• 45' BENO 4" OR 6'-45' WYE AREA ORAIN CLEANOtlT OETAIL NOT TO SCALE TYPE !RASH CAPll/RE 8/0fll !RA llON BASIN (SEE PLAN FOR LOCAllON} QUANTITY I EA l/NllllJ SllJNAI WA !ER 491 SF OWNERSHIP PRIVA!E PRIVA!E ()FESS/0,to1 ¢, D. D~~ % ';;;';; No. 45629 o~ * IV\'-~ 8ASfN LINER DATA Na Length Oirection/1}elto Rodi/ls 0 IJ.86 N5l'57'!5.21'W ---- 0 13.27 N65'59'29. 47"W ---- 0 4.17 11=079.62 3.00 0 18.0J Nl3:J7'28. 82"£ ---- 0 7.07 il=/35.01 3.00 0 37.28 S3!'22'3!. ll"E ---- 0 8.35 il=/59. 4.J 3.00 NOTF: OATA PROWOEO APPUES TO TOP OF LINER PERMANENT WATER OUAL/TY TREATMENT FACILITY ,i(ffP:1//G {)/iii /11/1 ra:i J,VI, X5 C!.!)1/V M,-'.///:/1:?i' i1fi/. l;/4/r'L -NU MG!)i/01//(J:VS Yrfii/Ui/i /2G'L//{,,f ,;;PPl•t:fi1i. OETAIL WATER Ot/ALITY SICN-PLACEO AT EACH BIORL lli'A 170N BASIN NOTE· ALL 8/0F/LlRAllON AREAS WILL HA/IE A SIGN POS!EO TO BE WSIBLE AT ALL llAfES. OVERROIY S1Rt/Cll/RE ANO AfAIN!ENANCE ACCESS 0/STANCE FROAf TO£ OF SLOPE TO l/NER E BJ/P NAIi£ MIP-8 ANCLE TOP TO A ll(J/0 Cl. OCCINC AflN/Afl/Af 12• FREEBOARO NOT TO SCALE UfEC11~ A TYPE rF BJ/P AREA (INCH) (SOFT) WA!ER (l(/Al/TY BF-I, /91 9 8/0fll. lli'A 1KW HEAOIYALL PER SORSO 0-32-8 J.· I SI. OPE ON EllHER SIOE OF HEAOIYALL BJ/P SYVl,IARY WILE 8 C 0 £ BOX RISER 0/,fRflOW lO/lfH (/Nell) (INCH) (INCH) (INCH) S1RI/Cl/JR£ SIZE IRIFlC£ l1JI' {F {INCHES) OIAIIE!ER BASIN Jl£1JIA Ql'AIEZ IYFSET (INCH) 21 18 12 27 2-IX2-I 0.5 /Nf'£RAIEA8lE UN£R? ~ IAIPERAIEABLE LINEN ElJC£ ANCHIR OETAIL NOT TO SCALE NOTE· fREEBOARO = 8-A I ,.--...,,,.,TCH BASIN ~ ~ , , PERPLAN "4SHT01 {'i f/' ' Na t5:o;,s-T0Ne , ,, SCH ,fO pi,r; VALE ~( \\ 1 ' AOAP!ER (Afi1PxSoC} ~"==.=p=i,r;======!==~~ SCH 40 Pl1': lHREAOEO OSl/BORAIN C ENO CAP (fPl) =======a!===lf-.11.!F--ORILL LOH£R OR/flCE HOLE AT I, /I Af/N. J•r )c'J(. . ROMINE OF ENO CAP /0,5 /NCH,() ~ ~\_~A= , ,, Na 57STONE ORIRCE OETAIL NOT TO SCALE "' "' .. "' "' "' "' "' "' "' "' "' "' "' "' "' "' "" "' "' "' "' "' "' "' .. "' "' "' "' "' "' .. "' "' "' .. "' "' "' ' "' "' "' "' "' "' ORA/NACE OITCII 1RANSl170N TO Ct/RB OtlllET NOT TO SCALE "' "' "' "' "' "' .. "' "' WATER QUALITY BASIN INSTALLA 170# NOJES: f. 3 INCHES OF IIEZL -ACEO, SHREOOEO HAROMJOIJ NON-ROA llNC Afl/LCH. 2. AN l/NOERORA/N CLEANOIJT WllH A Af/N/Afl/Af 6-INCH 0/AAfElER ANO LOCKABI.E CAP IS PLACEO E/IERY 250 TO JOO FEET AS RE(J(IIREO BASEO ON l/NOERORAIN LENC!H. J. f1L !ER COARSE IS A Af/N/Afl/Af OF 6 INCHES PROWOEO IN TIYO SEPARA lE 3 INCH LAYERS. !HE TOP LA YER SHALL BE AfAOE OF AS1M C3J CHOKER SANO ANO !HE oorrav LAYER BE OF ASlll NO. 8 ACCREG.4TE AfARKERS STAKES SHALL BE l/SEO TO ENSl/RE l/NIFORAI LIFT lHICKNESS. 4. AASHTO Na 57 STONE OR Cl.ASS 2 PERAfEABI.E PER CAL !RANS SPEClflCAllON 68-f.025 IS RECOAIAfENOEO FOR !HE ACCRECA!E STORA CE LA YER. IYASHEO. OPEN-CRAOEO CRl/SHEO ROCK AfA Y BE l/SEO, HOIIEVER, A 4 INCH AflN/Afl/Af IYASHEO PEA CRA /,fl f1L !ER COIJRSE LA YER AT !HE TOP OF !HE CR//SHEO ROCK IS REOIJIREO. 5. IAfPERAfEABI.E LINER SHALL BE 30 Af/L !HICK (PER COIJNTY OF SAN 0/ECO CREEN S11i'EE1S OESICN STANOARO ORAWINC C.S-J.00 ANO COIJNTY CREEN S1REE1S Sl/PPLEAfENT TO CAL !RANS SPEClflCAllONS 20-11.088) CONflCl/REO TO ENllREL Y ENCOAIPASS !HE SIOES OF !HE WA !ER (J(IAUTY BASIN. 6. /AfPERAfEABI.E LINER BE CONS1Rt/C!EO IN COAIPLIANCE WllH !HE COl/NTY OF SAN 0/ECO CREEN SlREElS Sl/PPLEIIENT TO CAL !RANS SPEClflCAllONS 20-11.088. 7. 8/0flLlRAllON SCVL AfEOIA LAYER (BSAf} SHALL CONSIST OF 60% TO 80% BY //Ol.l/AfE SANO, l/P TO 20% BY //Ol.l/AfE TOPSOIL, ANO l/P 20% BY //Ol.l/AfE COAIPOST (PER COl/NTY OF SAN 0/ECO BAfP OESICN AfANl/AL SEP!EAfBER 2020 APPENO/% F.2 SECllON 803-2 81.ENOEO BSAf CRl!ERIA ANO lESllNC RE(J(IIREAfENTS} PLACEO IN 6• LIFTS ANO CaflPAClEO WllH IYA!ER PRIOR TO !HE NEXT LIFT. IN/llAL PERAfEABILITY SHALL BE a• PER HOIJR (HflH ASSl/AfEO STABIUZEO PERAfEABILITY OF 5• PER HOIJR) 8. !HE ACCREG.47E STORACE LAYER SHALL BE CaflPAClEO IN ACCOROANCE HflH SCVLS ENCINEER's RECOAIAfENOAllONS. 9. OVERR.0/Y SlRl/Cll/RE TO HAVE A Af!N!Afl/Af OF 12 INCHES OF FREEBOARO. 10. ALL LINER INSTALLA llONS, flELO IIEZOINC OF SEAAfS, ANO OBSERVA llON OF SOIL Afl,'( PLACEI.IENT SHALL RE(J(IIRE SPECIAL INSPECllON BY !HE PRO.£CT CEO!ECHNICAL ENC/NEER OR OlHER (J(IALIFIEO PERSlW A LET!ER CERlln?NC PROPER INSTALLAllON SHALL BE PROWOEO TO !HE ENC/NEER OF RECORO TO ACCEPTANCE OF !HE FAC/LlllES. If. SPECIAL INSPECllON SHALL BE RE(J(IIREO FOR CONS1Rl/CllON OF ALL 8/0F/L !RA llON BASINS. INSPECllON SHALL BE PERFORAfEO BY A (J(IAL/flEO INOIWOl/AL (St/CH AS.-ENC/NEER OF RECORD, QSO) INSPECllON SHALL INCLl/0£· • VER/FICA llON OF 0/IERALL 0/AfENSIONS PRIOR TO PLACEAfENT OF AfA !ERIALS,· • PLACEAfENT OF !HE LINER, IF RE(J(I/REO,·ANO SEAAfS OR PENElRA llONS • PLACEAfENT OF !HE CRA /,fl, flL !ER AfA lERIALS, ANO FIL !ER AfEOIA; • ALL INLET ANO Ollll.ET SlRl/Cll/RES INCLl/0/NC l/NOERORAINS, IF RE(J(I/REO. • CON1RACTOR SHALL TAKE P!Cll/RES AT EACH STACE OF INSTALLAllON ANO Sl/BAf/TlEO TO ENC/NEER FOR VER/RCA llON OF INSTALL. INSPECTOR SHALL BE CIVEN A Af/NIAll/Af OF ,f8 HOIJRS PRIOR TO INSPEClllW l/PON COAIPLEllON !HE INSPECTOR SHALL PROWOE A CER llflCA llON TO !HE ENC/NEER OF /YORK. 13. PROPOSEO AfA !ERIALS, St/CH AS ACCREG.4 ff, flL !ER AfA lERIAL. ANO FIL !ER AfECVA SHALL BE Sl/BAflT!EO TO !HE ENC/NEER OF MJRK FOR APPROVAL. ENGINEER OF WORK I SH5EET I CITY OF CARLSBAD I SHEETS I 1----+----+-----------------+-----<>----+----+----1 LAND DEVELOPMENT ENGINEERING 8 EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~-:L ROBERTO.DENTINO RCE: 45629 DATE t---+-----<>-------------------+----+---1---->----t DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cll'f APPROVAL GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) GR2024-0010 BMP PLAN CD2023-0012 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DA TE OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g :~;--CT 15-08 . 547-BA Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 Number: 20-054 9/30/24 10/01/24 MBI STORM WATER POLL{JllON PREVENllON NOlES GENERAL SITE AIANACEMENT REQ{IIREAIENTS THE FOI.LOllfNG GENERAL SITE AIANACEMENT REQUIREMENTS SHALL BE ADHERED TO THROI/GHOI/T THE OURA110N OF THE CONSTRUC110N WORK (~AR ROI/NO} 1. IN CASE OF EAIERGENCY WORK IS REQUIRED, CONTACl:HO//STON ARNOLD FRON: GRANO PACIFIC RESORTS AT (TEL. NO.) {760) 585-8879. 2. OE14CES SHOHIV ON CITY APPROVED PLANS SHALL NOT BE AIOVEO OR AIOOIFIEO llfTHOI/T THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEl4CES TO IYORKING ORDER TO THE SA11SFAC110N OF THE CITY ENGINEER AF!ER EACH RUN-OFT PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL AOOl110NAL EROSION CONTROL AIEASURES AS AIAY BE REQUIRED BY THE CITY ENGINEER OUE TO UNC0,1/PLElEO GRADING OPERA110NS OR UNFORESEEN CIRCUAISTANCES WHICH AIA Y ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAU110NS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IAIPOI/NOEO WA lERS CREA lE A HAZARDOUS CONOl110N. 6. GRADING AREAS AROI/NO THE PRO.JECT PERIAIElER A/UST DRAIN AWAY FR0,1/ THE FACE OF THE SLOPE AT THE CONCLOS/ON OF EACH IYORKING OAY. 7. ALL REMOVABLE PR01EC11VE OE14CES SHALL BE IN PLACE AT THE ENO OF EACH WORKING SAY WHEN FIVE (5) OAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REAIOVEO AF!ER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH ,1//NIAIUAI AGGREGA 1E 9. ALL EXPOSED 0/Sll/RBED AREAS AIUST HA VE EROSION PROTEC110N BAIPs PROPERLY INSTALLED. HIS INCLUDES ALL BU/LO/NG PADS, UNFINISHED ROADS, ANO SLOPES. 10. AOEQUAlE PERIAIElER PR01EC110N BAIPs AIUST BE INSTALLED ANO AIAINTAINED ANO llfLL BE UPGRADED, IF NECESSARY TO PR0/170£ SUFFICIENT PR01EC110N FR0,1/ RUNOFF OUR/NG RAIN EVENTS. 11. AOEQUA TE SEO/A/ENT CONTROL BAIPs A/UST BE INSTALLED ANO AIAINTAINEO. 12. AOEQUAlE BAIPs TO CONTROL OFFS/IE SEDIAIENT TRACKING AIUST BE INSTALLED ANO AIAINTAINEO. 1J. A AIIN/,1/UAI OF 125% OF THE AIAlERIAL NEEOEO TOO INSTALL STANDBY BAIPs TO PROTECT THE EXPOSED AREAS FR0,1/ EROSION ANO PREVENT SEO/AIENT DISCHARGES, A/UST BE STORED ONS/lE AREAS ALREADY PROlEClEO FR0,1/ EROSION USING PHYSICAL STABILIZA110N OR ESTABLISHED VEGETA110N STABILIZA110N BAIPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREAIENT. 14. THE OHIVER/Ofl£LOPER/CONTRACTOR AIUST FOLLOW "M'ATHER TRIGGERED" AC110N PLAN ANO BE ABLE TO OEPI.OY STANDBY BAIPs TO PROJECT THE EXPOSED POR110NS OF THE S/lE llfTHIN 48 HO/IRS OR A PRED/ClEO STORA/ EVENT (A PREO/ClEO STORA/ EVENT IS DEFINED AS A 40% CHANCE OF RAIN llfTHIN A 5-0AY NA110NAL M'ATHER SERl4CE FORECAS1} ON REQUEST, THE OHIVER/OEVELOPER/CONTRACTOR AIUST BE PROl40E PROOF OF THIS CAPABILITY. 15. DEPLOn!ENT OF PHYS/CAL OR VEGETA110N EROSION CONTROL BAIPs AIUST C0,1/AIENCE AS SOON AS SLOPES ARE COAIPLElEO THE OHIVER/OEVELOPER/CONTRACOR AIAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BAIP AIA!ERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN C0,1/PI.ElEO. 16. THE AREA THAT CAN BE CLEARED, GRADED, ANO LEFT EXPOSED AT ONE 11AIE IS LIAll1FO TO THE AAIOI/NT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PR01FCT PRIOR TO A PREDIC1FO RAIN EVENT. FOR LARGER S/1FS, GRADING SHO//LO BE PHASED. IT AIAY BE NECESSARY TO DEPLOY EROSION ANO SEO/AIENT CONTROL BAIPs IN AREAS THAT ARE NOT COAIPLElEO, BUT ARE NOT AC11VELY BEING WORKED BEFORE AOOl110NAL GRADING IS ALLOll£lJ TO PROCEED, AT THE OISCRE110N OF THE CITY INSPECTOR. 17. ALL 0/Sll/RBEO AREAS THAT ARE NOT C0,1/PLE!EO ANO/OR NOT BEING AC11VELY GRAOEO AIUST BE RILL Y PR01FC1FO FR0,1/ EROSION IF LEFT FOR 14 OR AIORE OA rs. THE ABILITY TO INSTALL BAIP ,1/AffRIALS IN A PR0,1/PT AIANNER IS NOT sumCIENT. BAIPs NEED TO BE INSTALLED IN THESE AREAS. 18. BAIPs AIUST BE STOCKPILED AT VARIOUS LOCA110N THROI/GHOI/T THE PROJECT SITE THROI/GHOI/T THE ~AR. WHENEVER THERE IS A 40% CHANCE OR GREA1FR OF A RAIN llfTHIN A THREE (3) OAY FORECAST, THE INSPECTOR llfLL VERIFY THAT BAIPs ARE ADEQUATELY STOCKPILED. BAIPs A/UST BE STOCKPILED ANO READY FOR OEPLOn!ENT WHEN THERE IS 50% CHANCE OF RAIN llfTHIN A 48 HOUR FORECAST. FAILURE TO C0,1/PLY llfTH THIS REQUIREAIENT COi/LO RESULT IN THE ISSUANCE OF A STOP WORK N011CE OR ENFORCEAIENT AC110N. 19. ALL TREA lMENT ANO EROSION CONTROL BAIPs ,1/(IST BE INSPECTED M'EKL Y ANO PRIOR TO A FORECAS1FO RAIN EVENT OF GREAlER THAN 50% ANO AF1FR A RAIN EVENT. IN A00/110N, TREA!MENT CON1ROI. BAIPs A/UST BE SERl4CEO AS NEED THROI/GHOI/T THE ~AR. 20. IF SELEC1FO BAIP FAILS OUR/NG A RAIN EVENT, IT AIUST BE REPAIRED OR IAIPROVEO OR REPLACED llfTH AN ACCEPTABLE AL1ERNA1F AS SOON AS IT IS SAfE TO 00 SO. THE FAILURE OF A BAIP INOICA1FS IT WAS NOT ADEQUATE FOR THE CIRCOAISTANCES IN WHICH IT WAS USED. REPAIRS ANO REPLACEAIENT AIUST THEREFORE PUT A AIORE ROBUST BAIP AIEASURE IN PLACE 21. ALL CONS1RI/C110N EAIPLO~ES AIUST BE TRAINED ON THE IAIPORTANCE OF STORAI WAlER POI.LU110N PREVEN110N ANO BAIP AIAIN1FNANC£ M"AlHER lR/CCEREO ACllON PLAN THE OEVEZ.OPER SHALL DEPLOY STANDBY BEST AIANAGEAIENT PRAC11CE AIEAstJRES TO COAIPI.ETEL Y PROTECT THE EXPOSED POR110NS OF THE SITE llfTHIN 48 HOURS OF A PREO/ClEO STORA/ EVENT (A PREO/ClEO STORA/ EVENT IS DEFINED AS A FORECAS1EO, 40% CHANCE OF RAIN BY THE NA 110NAL M'A THER SERJ4CE), IN A00/110N TO BAIPs IAIPLEMENlEO ~AR-AROI/NO INCLUDING PERIAIE!ER CONTROL, llfNO EROSION CONTROL, TRACKING, NON-STORA/ WA!ER CONTROL, WAS1E AIANAGEAIENT, ANO AIA!ERIALS POLL0110N CONTROL THE NA110NAL M'ATHER SERl4CE M'ATHER FORECAST SHALL BE AIONITOREO ANO USED BY THE DEVEZ.OPER ON A DAILY BASIS. IF PRECIP/TA110N IS PREOIC1EO (40% CHANCE OF RAIN) THEN THE NECESSARY WAlER POLLU110N CONTROL PRAC11CES SHALL BE DEPLOYED llfTH 48 HOURS ANO PRIOR TO THE ONSET OF THE PRECIPITA 110N. THE OEPLOn!ENT OF THE BAIPS SHALL INCLUDE BUT NOT BE L/,1//lEO TO GRAVEL BAGS ANO SILT fENCES. A AI/NIAIUAI OF 125% OF THE AIA1ERIAL NEEOEO TO INSTALL STANDBY BEST AIANAGEAIENT PRAC11CES AIEASURES TO PR01ECT THE EXPOSED AREAS FR0,1/ EROSION ANO PREVENT SEO/AIENT DISCHARGES, AIUST BE STORED ON-SllE AREAS THAT HAVE ALREADY BEEN PROTEClEO FR0,1/ EROSION USING PHYS/CAL STABILIZA110N OR ESTABLISHED VEGETA110N STABILIZA110N BAIPS AS DE1ERAIINED BY THE CITY OR CARLSBAD, ARE NOT CONS/OEREO TO BE "EXPOSED' FOR THE PURPOSES OF 'M'ATHER TRIGGERED AC110N Pl.AN: AN AOEQUA1E SOURCE OF EQU/PAIENT ANO WORKERS SHALL BE AVAILABLE FOR OEPLOn!ENT OF 'M'ATHER TRIGGERED BAIPS" TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) LECENO EROSION CONTROL PLANllNC ANO /RR/CA 110N ALL PERA/ANENT ANO 1FAIPORARY EROSION CONTROL PLAN11NG ANO IRRIGA110N SHALL BE INSTALLED ANO AIAINTAINED AS REQUIRED IN SEC110N 212 OF THE STANDARD SPECIFICA110NS ANO THE FOLLOllfNG: A. HYDRO-SEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRAOEO 6.·! (HORIZONTAL TO /IER11CAL) OR SlE'EPER WHEN THEY ARE· a. THREE FEET OR AIORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 fEET OR NORE IN HEIGHT. 2. AREAS GRAOEO 11A TTER THAN 6.· ! WHEN ANY OF THE FOLLOllfNG CONDl110NS E)(IST.· a. NOT SCHEDULED FOR IAIPROVEAIENTS(CONSTRUC110N OR GENERAL LANDSCAPING) llfTHIN 60 OA rs OF ROUGH GRADING. b. /OEN11FIED BY THE PARKS ANO RECREA110N DIRECTOR AS HIGHLY l4S/BLE TO THE PUBLIC. e; HAVE ANY SPECIAL CON0/110N /OEN11FIEO BY THE CITY ENGINEER THAT WARRANTS IAIAIEO/Aff TREA!MENT. B. HYDROSEEOING AREAS SHALL BE IRRIGATED IN ACCORDANCE llfTH THE FOLLOllfNG CR/lERIA: 1. ALL SLOPES THAT ARE GRADED 6.·f OR SlE'EPER ANO THAT ARE· a. THREE TO EIGHT fEET IN HEIGHT SHALL BE IRRIGAlEO BY HANO WA1FRING FR0,1/ QUICK COI/PI.ERS/1-IOSE BIBS OR A CONVEN110NAL SrsTEAI OF LOW PRECIPITA 110N SPRINKLER HEADS PR0/170/NG 100% COVERAGE b.GREAlER THAN 8 fEET IN HEIGHT SHALL BE WA!EREO BY A CONVEN110NAL Srs1FA1 OF LOW PRECIPITA110N SPRINKLER HEADS PR0/170/NG 100% COVERAGE 2. AREAS SLOPED LESS THAN 6.·! SHALL BE IRRIGA1FO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDRO-SEEDING. THE DEVELOPER SHALL stJBAIIT A PROPOSED SCHEME TO PROl40E /RR/GA 110N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUAIBERS, TYPES ANO COSTS OF THE ELEAIENTS OF THE PROPOSED Srs1FJ.I. J. IRRIGA110N SHALL ,1/A/NTAIN THE AIO/Sll/RE LEVEL OF THE SOIL AT THE OP71AIUAI LEVEL FOR THE GROWTH OF THE HYDRO-SEEOEO GROWTH. C. HYDRO-SEEDING Al/)( SHALL CONSIST OF ALL OF THE FOLLOllfNG.· 1. SEEO ,I//)( SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO fESCUE e; 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACH/LLEA ,1//LLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUAI (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/AIORPHOLECA g. llEAIS c,o;.., ANO f OF THIS SUBSEC110N AIAY BE 0,1//TlEO ON LOCA110NS WHERE THE AREA BEING HYDRO-SEEDED IS NOT l4S/BLE FR0,1/ EITHER A PUBLIC STREET OR RES/OEN11AL STRUCll/RES. II. !!EAi a OF THIS SUBSEC110N AIUST BE INOCULA1FO llfTH A NITROGEN F/)(ING BAClERIA ANO APPLIED ORY EITHER BY OR/LL/NG OR BROAOCAS11NG BEFORE HYDRO-SEEDING. ,: ALL SEED AIA1FRIALS SHALL BE TRANSPOR1FO TO THE .JOBS/ff IN UNOPENED CONTAINERS llfTH THE CALIFORNIA OEPAR!MENT OF FOOD ANO AGR/ct/Lll/RE CER11FICA110N TAG ATTACHED TO, OR PRIN1FO ON SA/0 CONTAINERS. j NON-PHYTO-TO)(IC ftE'mNG AGENTS AIA Y BE AOOED TO THE HYDRO-SEED SLURRY AT THE OISCRE110N OF THE CONTRACTOR. 2. TYPE I A/ULCH APPLIED AT THE RA1F OF NO LESS THAN 2000 lbs PER ACRE TiPE 6 A/ULCH (STRAW) AIAY BE stJBS1lll/1FO, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER AIA !ER/AL WHEN STRAW IS USED, IT AIUST BE ANCHORED TO THE SLOPE BY AIECHANICALL Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL J. FER11LIZER CONS/S11NG OF AAIAION/U,1/ PHOSPHA 1F SULFA TE, 16-20-0, llfTH 15% SULPHUR APPLIED AT THE RA 1F OF 500 lbs. PER ACRE 0. AREAS TO BE HYDRO-SEEOEO SHALL BE PREPARED PRIOR TO HYDRO SEEDING BY: 1. ROI/CHEN/NG THE SURFACE TO BE PLAN1EO BY ANY OR A CO,I/B/NA110N OF.· a. TRACK WALKING SLOPES SlEEPER THAN 6.· f b. HARROllfNG AREAS 6.·! OR llATlER THAT ARE sumCIENllY FRIABLE c RIPPING AREAS THAT llfLL NOT BREAK UP USING /ff,1/S a OR b ABOVE 2. CON0/110NING THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY: a. A0,J(JS11NG THE SURFACE SOIL AIOISll/RE TO PROl40E A OAAIP BUT NOT SAll/RATEO SEED BEO. b. THE A00/110N OF SOIL AAIENOAIENIS, PH AO,J(JS!MENT, LEACHING OR CO/IERING SALINE SOILS TO PROl4DEO 14ABLE CON0/110NS FOR GROWTH. E HYDRO-SEEOEO AREAS SHALL BE AIAINTAINEO TO PROl40E A l4GOROI/S GROWTH UN11L THE PROJECT IS PERAIANENll Y LANDSCAPED OR, FOR AREAS WHERE HYDRO-SEEDING IS THE PERA/ANENT LANDSCAPING, UN11L THE PROJECT IS C0,1/PLETEO ANO ALL BONDS RELEASED. F. ALL SLOPES SHALL HAVE IRRIGA110N INSTALLED ANO BE STABILIZED, PLAN1FO ANO/OR HYDROSEEOEO llfTHIN 1EN (10) OA rs OF THE 11AIE WHEN C&m SLOPE IS BROUGHT TO GRADE AS SHOHIV ON THE APPROVED GRADING PLANS. PLANS. G. SHO//LO GERAIINA110N OF HYDROSEEOED SLOPES FAIL TO PROl4DE EH!CIENT CO/IERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER !, THE SLOPES SHALL BE STABILIZED BY AN APPROPR/A1E EROSION CONTROL AIAmNG AIA 1ERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. H. LANDSCAPING SHALL BE ACCOAIPLISHEO ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE AIANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS O/REC1EO BY THE CITY ENGINEER OF PLANNING DIRECTOR. I. THE OH/VER/APPLICANT SHALL ENSOR£ THAT ALL CONTRACTORS SHALL COORO/NA 1E THE WORK OF THIS CONSTRUC110N SHPP SHOHIV ON ANY GRADING PLANS, LANDSCAPE ANO IRRIGA110N PLANS, ANO /AIPROVD.IENT PLANS AS REQ/1/RED FOR THIS PROJECT WORK. OESCRIP110N Sn!BOL SE-!, SILT FENCE SE-10 STORA/ DRAIN INLET PR01EC110N TR-I STABILIZED CONSTRUC110N ENTRANCE iil11 IIIIIIIIIII. NS-!, WATER CONSERVA110N PRAC11CE NS-I NS-3, PAl4NG & GR/NO/NG OPERA110N NS-3 NS-8, VEHICLE ANO EQUIPAIENT CLEANING NS-8 NS-9, VEHICLE ANO EQUIPAIENT RIEL/NG NS-9 Hf,f-f, AIAlER/AL OELI/IERY ANO STORAGE Hf,f-f Hf,f-2, AIA !ER/AL USE W-2 JMl-3, STOCKPILE AIANACEMENT JMl-3 IMl-4, SPILL PREVEN110N ANO CONTROL W-4 Hf,f-5, SOLID WASlE AIANAGEAIENT Hf,f-5 Hf,f-6', HAZAROOI/S WAS1F AIANAGEAIENT WM-6 JMl-8, CONCRE1F WAS1E AIANACEMENT WM-8 OIJAN11TY 516 LF 144 EA #?SF BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Practice* (BMP) Description ➔ CASQA Designation ➔ Construction Activity .~ -.... 0 o-., " 0, -2~ -g 0, t6 .5; .,- Q) -~ ct t!j "' I ~ O> i ., ., 0 ~ ::r: ,.. I ~ Erosion Control BMPs _fl 0 ::e "0 ., " ., O> oc; <Id .s ., ., ~ ~ i ., V) .s ~ Q) ~ "" -c:, O> il -<:: 0 "0 ., ---s 8-0 0 ~~ c!l ,g Vi r-... co 0, -I I I I ~ ~ ~ ~ Sediment Control BMPs "0 § E O> .... . .; -~ §-., 0:, iil-~ § 0, ., O> 0:, 8 ., -~ 0 ~-£ ai c:, 0:, 0, " _E 0 ~ .§ ti §! ., ::, ~ ~ ., ::, -"0 ., ~ '-0 ~ &, cl!l 6 ~ vi~ -.., "' LO <o r-... co I I I I I I I bl bl bl bl bl bl bl X X X Tracking Non-Storm Water Control BMPs Management BMPs " " --.!;! .!;! o> " ai --., 0 0 -~ .£ E E -.s .s 'O .9, .9, ~ -C ::, ::, ..; ., ., ., g ·.:: ,z-,z-" ., " c., .... 0 ., 0 ., . .; t) t) t;, ., ~c "0 "0 i: " " " " i~ "0 8~ 0 0 0, 0 c::i -2 ., ~ ~:;:; -0 ~~ cO ~-£ ., O> ~~ ~~ .... --~~ .,-'5 a; -~ 6 -g ~ -g 0 -g ~ ct -<:: ., -<:: ., -o ict 0 0.. §o §~ -" 0.. 0 v,_ V) ll:: Q "' -.., co "' -I I I I J, I I bl g; g; V) V) V) ""' ""' ""' ""' X X X "0 " 0 C' !I ~ c:, -., -~ O'I ., i: ~o "-:::;; V) -I i X Waste Management and Materials PolfuUon Control BMPs -ai "0 E § ., 2 0, 0 " ., -!2 ,g_ § ., --., ::e ~ ., " " :::, -., ., ., ., ., i~ " E ~ "" o::e .g ., ~ O> '-g, ., " --"0 " ~§ -0 ::::;: C: :.:: § " -br8 ~ ::e :::, V) ::r: :::, "' .., "' LO <o I I I I I i i i i i X X X Pavin X X X Stucco/Mortar Work X X X X X X X X X Dewaterin Site Access Across Dirt Other list : tiQJ£· REFER 10 !HE CASOA CONSTRVC110N HAN0800K FOR INFORJIA110N ANO DETAILS OF THE CHOSEN Bl/PS ANO HOIY TO APPLY !HEAi TO THE PRMCT. OWNER'S CERllRCA 110N: I UNDERSTAND ANO ACKNO/ff.EOGE THAT I AIUSl: (!) /,I/PLEA/ENT BEST AIANACEMENT PRAC11CES (BAIPs) OUR/NG CONSTRUC110N AC111411ES TO THE AIA)(IAIUAI E%1ENT PRAC11CABLE A/11710 THE EXPOSURE OF STORA/ WAlER TO CONS1RI/C110N RELA1EO POLLUTANTS,· ANO (2) ADHERE TO, ANO AT ALL 71,1/ES COAIPLY llfTH THIS CITY APPROVED 11ER 2 CONSTRUC110N SHPPP THROI/GHOI/T THE OURA110N OF THE CONSTRUC110N AC111411ES UN11L THE CONS1RI/C110N WORK IS COAIPLE1E ANO SIGNED OFT BY THE CITY OF CARLSBAD. f 11AI STRIP. ' 0111V, OHIVER(SJ / OHIVER'S AGENT NAAIE (S/GNA Tl/RE} OA1E ., -., o-3:: ai ., E -., b~ §§ t):::, co I i X VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN 7B APN: CITY OF ENCINITAS 211-131-23 CITY OF VISTA SITE ADDRESS: AIARBRISA CIRCLE CARLSBAD. CA 92008 AREA OF DISTURBANCE AREA OF 0/Sll/RBANCE !5.283 S.F. CONSTRUCTION THREAT.- cONsTRucnON THREAT TO STORA/ WA lER QUALITY (CHECK BOX): 'fll:t1GH VEO/UV OWNER /APPL/CANT.- NAAIE GRANO PACIFIC CARLSBAD HOTEL. L.P. AOORESS: 5900 PASTEUR COi/RT, stJ/TE 200 CARLSBAD, CA 92008 TELEPHONE NO.: 760 431-8500 EMERGENCY CONTACT.- NAAIE GRANO PACIFIC CARLSBAD HOTEL. L.P./HOUSTON ARNOLD ADDRESS.· 5900 PASTEUR COi/RT, stJ/1E 200 CARLSBAa CA 92008 TELEPHONE NO.:HO/JSTON ARNOl,O Cil,L I (76Q} 585-8879 ENGINEER OF WORK ~ CITY OF CARLSBAD I SHEETS I 1----+-----+-----------------+------<>-----+----+------1 ~ LAND DEVELOPMENT ENGINEERING 8 1----+-----+-----------------+------<>-----+----+------I ()FESS/0,to1 ¢, D. D~~ % ';;;';; No. 45629 o~ * IV\'-~ EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~-L ROBERTO.DENTINO RCE: 45629 DATE DA TE INITIAL ENGINEER OF WORK GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) GR2024-0010 SWPPP TIER 2 1111.E SHEET CD2023-0012 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DA TE REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL Cll'f APPROVAL OWN BY: KW PROJECT NO. I DRAWING NO. 2~~g :~;--CT 15-08 . 547-BA Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 PR T 2 2 2 PR T Number: 20-054 9/30/24 MBI NS-! IIM-2 NS-J IIM-J NS-8 IIM-4 NS-9 IIM-5 !R-I IIM-6 IIM-I IIM-8 LEGENO OESCRIPllQN s;yem SE-I, SIL T FENCE SE-I0 STORM ORAIN INLET PR01EC110N/CRAl£L BAGS lR-f STABIL/ZEO CONS1RUC110N ENTRANCE NS-!, WATFR CONSERVA110N PRAC11CE NS-J, PAVING & CRINOINC OPERA110N NS-8, VEHICLE ANO EOt/lPMENT CLEAN/NC NS-9, VEHICLE ANO EOt/lPMENT Fl/EL/NC WAI-!, MAlERIAL OELIVERY ANO STORAGE WAl-2, MA TFRIAL USE WAI-J, STOCKPILE MANAGEMENT WAl-4, SPILL PRE VEN llON ANO CON !ROI. WAl-5, SOl./0 WASlr MANACEI.IENT WAl-6, HAZAROOVS WASlr MANACEI.IENT WAl-8, CONCRElr WASlr MANACEI.IENT f®11111111 111&~ NS-I NS-J NS-8 NS-9 WAI-I WAl-2 WAI-J WAl-4 WAl-5 WAl-6 WAl-8 QUANUTY 516 LF 144 EA 447 SF -... ' I I -sr-'f'-....__ 4 I s-s--s-__ ----------------• ' ' ' ' ' ' '- ' • SCALE· l"=!O' ---- -- -0 10 20 JO 40 I I \ I I I • ~ D. Dq ~ 'z; ~ No. 45629 0 C/V\\. r Ci\'-'' I I I I ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~_L RCE: 45629 DATE \ SD . SD=_ SD SD ----- ----- • SD SD ~. . \ '7 ~ ------------ -...· -... ...... -... I I (/) 0 I . STABIL/ZEO CONS1RI/C110N EN/RANCE (lR-1) -----• / ---.. ! ' , • ( 'I ..... .• f \ --s-...: ".'J • · 1· •·•. • • ·., • ...... ' .. l---t----+-----------+--+--1----l---ll SH7EET I CITY OF CARLSBAD I SHE8ETS I :==:::::::'..::::=LA=N=D=D=EV=E=L:::O=PM:::E:::N=T:::::::E:::N G:::l:::N:::EE:::R:::I N:::G:::::::~==::::: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) GR2024-0010 SWPPP PLAN CD2023-0012 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DATE DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 15-08 DRAWING NO. 547-BA Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024 PR T PR T Number: 20-054 9/30/24 MBI • •• ......... ,,,,,. • • SCALE !"=10' ---- -- -0 10 20 JO 10 I f I • LEGEND IIVOICA!ES lR/81/TARY AREA 80{JIVOARY. -689--IIVOICA!ES E)(!Sll/VG CONTOIIR 690 /NO/CA !ES PROPOSEO CONTOIIR E)(!Sll/VG STORN ORA/IV PIPE 'Wfffl . . . .• I . . L 1 11 1 1 PROPOSEO 8/0F/L !RA 110N FACILITY CONCRElE PAl£AIENT OR SIDEWALK 8(1/LOIIVG mm.OPE E( fl.OW 0/RECllOIV INPERWOLIS AREAS Ct4 l jllffll~lffll§I ~l!Jllffi ROOFAREA P£RJ40LIS AREAS -~~~~~~~'\:~~~~;\~ PERl40LIS AREA C/V\\. OF CJ\\.\\ ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~~ ROBERTD.DENTINO RCE: 45629 I EJf/SlWC HOIB. I (,l/llJUIUJIN(J DATE • •. . . • PARTY RESPONSIBLE FOR AIAIN7ENANC£· NAME:GRANO PACIFIC CARLSBAD HOTEL. L.P. CONTACT.-77M Sl7?/P£ C/0 GRANO PACIFIC DEVELOPMENT. INC. ADDRESS: 5900 PASTEUR COURT. SUITE 200 CARLSBAD, CA. 92008 PHONE N0.:(760} 431-8500 BNP CONSmtJC710N ANO INSPEC710N NOTES: !HE EOW HILL vfli'IFY !HAT PEl?l,IAIVENT BMPS ARE CONSlR{JClEl) ANO OPEl?A 11/VC /IV COMPLIANCE HllH !HE APPLICABLE RE(ltlll?EMENT.5: PRIOR TO OCCIIPAIVCY !HE EOW NVST PROWIJE: PLAN PREPARE!) BY: IVAME·ROBERT 0. DEN77NO COMPANY EXCEL ENGINEERING ADDRESS 440 STA TE PLACE -p..z~--,,L--- I. PHOTOCRAPHS OF !HE IIVSTALLAllOIV OF PERMANENT BMPS PRIOR TO CONS11?VC110N, otJRIIVG COIVSlRL/CllON, A/VO AT FINAL IIVSTALLA 110N. 2. A ~T STANPEO LETlER V£RIF>7IVC !HAT PERNA/VENT BMPS ARE CONSlR{JClEO A/VO OPEl?AlllVC PD? !HE REOLIIREMENlS OF !HE APPROV£0 PLANS. SlQ\/All/RE ESCONDIDO, CA 92029 PHONE NO. (760) 745-8118 CERllFICAllON: RC£ 45629 BNP NO!FS: J PHOTOCRAPHS TO VERIFY !HAT PEl?NAIVENT WAlER OLIALITY !REA TMENT SICIVACE HAS BEEN IIVSTALLEO. PRIOR TO RELEASE OF SECI/RlllES, !HE OEm.OPER IS RESPONSIBLE FOR ENSLIRIIVC !HE PEl?l,IAIVENT BMPS HA V£ NOT 8£EIV RENOV£0 OR MOOIFIBJ BY !HE NEW H()l,IEOHIVER OR HOA HllHO{JT !HE APPROVAL OF lllE CITY ENC/NEER. I. lHESE BNPS ARE NANOATORY TO BE INSTALLBJ PER MAIVLIFACll/RER's RECOMNENOAllOIVS OR lHESE PLANS. 2. /VO CHANCES TO !HE PROPOSED BNPS OIV !HIS SHEET HllllOLIT PRIOR APPROVAL FROM !HE CITY ENC/NEER. J /VO S//BSllll/110/VS TO !HE NAlER/AL OR TYPES OR PLANlllVG TYPES HllllOLIT PRIOR APPROVAL FROM !HE CITY EIVCIIVEER. 4. NO OCCLIPAIVCY HILL BE GRANlEO L/NllL !HE CITY INSPECllON STAFF HAS INSPEClEf) !HIS PRO,JECT FOR APPROPR/AlE BNP COIVSlRL/CllON ANO INSTALLAllOIV. 5. REFER TO NA/NlENAIVCE AGREEMENT OOCIINENT. BNP CASQA BMP/0 TYPE SYYBOl. NO. TREATMENT CONTROL [Z] BI0-FILTRA TION BASIN TC-32 LOW IMPACT DESIGN (LID) [g] -111 ROOF DRAIN TO ~ LANDSCAPING SO-ff SOURCE CONTROL lzl STENCILS NO DUMPING DRAINS S0-13 10 WAlERWAYS TRASH CAPTURE BMPS ~ UNITED STORM WATER [l8J] NP-52 INC. PIPE TRASH SCREEN * CHOOSE FROM !HE LIST BELOW FOR C()l,IPlEllNC !HE FIELDS IN !HE INSPECllOIVS & NA/NlEIVAIVCE FREN{){IENCY COLVMIVS: <i2NNVA@ Rlf 8/MOIVIHLY ~ ~EKLY f llME PD? YEAR 2 llNES PER YEAR J llMES PER YEAR 4 llNES PER YEAR mEAlllENT CONmot. BNPs B/0-RETEIVllOIV FACILITY TARCElEO Cl?NSllll/EIVlS (HIGH REMOVAL EFFEC11V£NESS}: BMP TABLE {){IANllTY 491 SF .5 EA 1 EA ! EA 0/l'G. SHEET IIVSPECllOIV NAINlENANCE COIVSTRL/CllOIV NO. NO. FRE{){IENCY FRE{){IENCY SlQ\I OFT 547-BA 4 BECINIVING OF NOIVIHL Y ANO RAINY SEASON AFlER STORM 547-BA 3 NOIVlHLY NONlllL Y ANO AFlER STORM 547-BA 4 547-BA 3 OLIARTERLY OLIARlERLY SOURCE CONmot. BNPs • MININIZE STORNWAlER POl.LVTANlS OF Cl?NCERN. • PR/VA lE Sll?EET SWEEPING SHALL BE NO LESS lllAN Bl-WEEKLY. -SWEEP PRIOR TO lllE RAINING SEASON (OCTOBER 151H) • ORA/NACE FACILITY INSPECllOIV ANO NA/NlENAIVCE:- -INSPECllOIV ANO NA/NlENANCE (NININLIM) IN !HE LA lE S//NNER OF EARLY FALL PRIOR TO START OF lllE RAINY SEASON. (SEP1EM8ER -OCTOBER) • OIV-SllE STORM DRAIN INLET P£Rl,IANENT COIVTROl.S.· SlENC/LING ANO SlQ\IAGE· -PROJ40£ LABEL OF ALL STORM ORA/IV INLElS ANO CATCH BASlNS HllH/N lllE PRO,JECT AREA Hllll PROH/8/11/1£ LANGI/ACE SI/CH AS.· iVO OLINPING/ OIVL Y RAIN IN !HE DRAIN' ANO NAY BE ALSO ll?ANSI.A lEO IN SPANISH. • LANOSCAPE/OLlllJOOR PESllC/OE LISE: PLEASE REFER TO CASOA SC-73 FOR S//GCESlEO PROTOCOLS • LANOSCAPINC IS 0£S/Q\IEO TO 1,1/Nll,I/ZE !RR/CA 110/V ANO RUNOFF, TO PROMOlE SURFACE INFILTRAllON. S/lE OES/flN BNPs INCREASE RAINFALL INFIL ll?A 110/V: • 8/0-RElEIVllOIV FACILITY • SEDIMENT, NL/lRIENlS, TRASH, NETALS, BACTERIA, ORGANICS • SELF-lREAllNG AREA MINIMIZING IMPERVIOUS AREAS • OIL ANO GREASE LOW IA/PACT 0Ei£1.0PAIENT ANO S/lE OES/flN BAIPs • ROL/lE ORA/NACE TO PERWOLIS AREAS • IIVCORPORAlE LANOSCAPBJ AREAS FOR INFILlRAllOIV • /NlEGRAlE PERWOLIS NAlERIALS ANO SURFACES • NININIZE SOIL COMPACllOIV • 1,1/NINIZE OIREC1l Y aiNNEClEf) AREAS INCORPORA lE LANDSCAPE BUFFER AREA BETHEEN SlOEWALK ANO STREET. MINIMIZE DCIAs 0/RECllNG ROOF STORM WAlER TO LANDSCAPE AREA ANO lllEN TO B/0-RETENllOIV FACILITY PRIOR TO !HE STORMORAIN. ~ CITY OF CARLSBAD I SHEETS I 1----+----1--------------+---+----11-----+-----' ~ LAND DEVELOPMENT ENGINEERING 8 1----+----1--------------+---+----!l-----+------ l-----+----t--------------+---+----tl-----+----I GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -HOTEL 6) 1-----+----t--------------+---+----tl-----+----1 ~G==R=20=2==4-=0=0=1 O=====S=IN=GLE==S=H=E=ET:::::::::BM=P==C=D=2==02=3=-==0==01~2 APPROVED: JASON S. GELDERT 1----+----1--------------+---+-----,1-----+-----' ENGINEERING MANAGER PE 63912 EXPIRES 09 30 26 DATE OWN BY: PROJECT NO. I DRAWING NO. DA TE INITIAL DA TE INITIAL 1----~--+--~---1 CRHVWKDD BBYY:.--CT 15-08 547-BA OTHER APPROVAL CITY APPROVAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Docusign Envelope ID: 0F2063B5-4EB6-4C97-BFBC-CBD576596D64 10/24/2024