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HomeMy WebLinkAboutDWG 543-5A; PD 2023-0016; KINOVATE PRODUCTION FACILITY TI; 01-13JN/JKLO GRADING NOTES 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED EROSION CONTROL NOTES BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR WORK TO BE DONE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE THIS PROJECT. DRAWING NO. 543-5L • AND/OR AS DIRECTED BY THE CITY 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TERRY SMITH AT CARLSBAD MUNICIPAL CODE.) ENGINEER OR PLANNING DIRECTOR. (.32,3) 961-1822 OR JACOB CAMARENA AT C,323) 244-0059 THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTTON OF ALL CU TS AND FILLS. REMEDIAL GRADING, DRAINAGE FACIUTTES, EROSION CONTROL FACIUTTES, AND 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PLANTTNG OF PERMANENT LANDSCAPING AND PREPARATTON OF AS-BUILT GRADING PLANS, OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE TTMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE AND /RR/GA 710N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK SITE AT CONVENIENT LOCA TTONS TO FACILITATE RAPID CONSTRUCTTON OF TEMPORARY VICINITY MAP OF PLANS AND THE CITY STANDARDS, SPECIF/CA TTONS, REQUIREMENTS, RESOLU TTONS CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDITIONAL APPROVAL, CITY IN ACCORDANCE WITH THE LANDSCAPE MANUAL TTME REQUIREMENTS. DEVICES WHEN RAIN IS EMINENT. AND ORDINANCES CITED ON THESE PLANS. STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY EXISTTNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTTON PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL 30. W/-/ERE AN ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALJTY CONTROL BOARD, THE CITY OF OCEANSIDE WITHIN TWENTY FEET OF BUILDING THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. GRADING OPERATTON, IT SHALL BE REMOVED CONTRACTOR'S QUALIFIED SWPPP PRAC71710NER (QSP) SHALL UPDATE AND MAINTAIN 78 OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER HIGHWAY DOCUMENTS, CURRENT AT THE TTME OF CONSTRUCTTON, AS DIRECTED BY THE CITY 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE WATER POLLUTTON CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF -~ _\ l ENGINEER. WORK FROM RESPONSIBILITY FOR THE CORRECTTON OF ERRORS AND OMISSIONS THE CITY ENGINEER. THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE _r 1. CARLSBAD MUNICIPAL CODE DISCOVERED DURING CONSTRUCTTON. ALL PLAN REVISIONS SHALL BE PROMPTLY PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADD/TTONAL CONSTRUCTTON c.., SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 31. THE EXISTENCE AND LOCATTON OF UTTUTY STRUCTURES AND FACIUTTES SHOWN BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SI TE <fl . ~ ... , ~~ 17 2. CITY OF CARLSBAD ENGINEERING STANDARDS 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY ON THE CONSTRUCTTON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE COND/TTONS NOT ANTTCIPA TEO. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY ~ 'Y • I r/ NOT TO WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A RECORDS. ATTENTTON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALJFIED ,, ... ".'.\-"'I ,<;_ >. SCALE 3. THIS SET OF PLANS CERTTFICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE UTTUTY FACIUTTES OR STRUCTURES NOT SHOWN OR IN A LOCA 710N DIFFERENT SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO 1/ -:-...---~ ~ RESOLUTTON NO. NLA DATED NL.A FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE r,. ~-0 <:> !>' 4. FILED NAMING THE CITY OF CARLSBAD AS AN ADD/TTONAL INSURED ON THE PRECAUTTONARY MEASURES TO PROTECT THE UTTUTTES SHOWN ON THE PLANS AND BMP DEPLOYMENT. < <f'" c'.¼M.ro PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER SITE 5. THE STANDARD SPEC/FICATTONS FOR PUBLIC WORKS CONSTRUCTTON (GREEN ANY OTHER EXISTTNG FACIUTTES OR STRUCTURES NOT SHOWN. ";;;;;;-:-:.·.\. -~ ..,_ {jl OCCURRANCE OF LJABILJTY. THE INSURANCE COMPANY WR/TTNG THE POLICY MUST TO THE SATTSFACTTON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ,'ll ·.J ) '.s'" ~ CITY OF VISTA BOOK). HAVE A RATTNG OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII 32. THE CONTRACTOR SHALL VERIFY THE LOCA 710N OF ALL EXISTTNG FACILITIES 5. THE CONTRACTOR SHALL INSTALL ADD/TTONAL EROSION CONTROL MEASURES AS MAY BE ~• C1'N (> 6. SOILS REPORT AND RECOMMENDA TTONS BY PARTNER ENGINEERING AND SCIENCE INC G q)" ~ RO)ln OR BETTER AS ESTABLJSHED BY "BESTS" KEY RA TTNG GUIDE. ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY REQUIRED BY THE CITY ENGINEER AND/OR CITY INSPECTOR DUE TO UNCOMPLETED ~' >f,J.OM1'fl. ~~vcJI-> ~ DATED 09t_1at_2022 , WITH UPDATE ON oat_1ot_2023 AND 5. NO WORK SHALL BE COMMENCED UNTTL ALL PERMITS HAVE BEEN OBTAINED FROM AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS GRADING OPERATTONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. UPDATE ON 1ot.~f2Q2J. THE CITY AND OTHER APPROPRIATE AGENCIES. FOUND THAT THE ACTUAL LOCA TTONS ARE IN CONFLICT WITH THE PROPOSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTTONS TO ~;,'~ \ ~o~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY WORK. PREVENT PUBLIC TRESPASS ONTO AREAS W/-/ERE IMPOUNDED WATERS CREATE A CITY OF THE CITY OF CARLSBAD STANDARDS. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED HAZARDOUS COND/TTON. ~\ 7~ IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE 33. THE CONTRACTOR SHALL NOTTFY AFFECTED UTTUTY COMPANIES (SEE BELOW) AT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR fl,01'0 SAN MARCOS CALIFORNIA COASTAL CJ;,MMISS/ON DEVELOPMENT PERMIT CONDITIONS LEAST 2 FULL WORKING DAYS PRIOR TO STARTTNG GRADING NEAR THEIR 8. IMPROVEMENT AGREEMENT. EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. ALGA FACIL/TTES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATTVE. , -~ rrll?:_ .. DATED N 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY (800)422-4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF ~ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED WORK OR GRADING TO BE PERFORMED UNTTL THE PROPERTY OWNER'S PERMISSION UNDERGROUND SERVICE ALERT SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ~ HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. SDG&E (800)411-7343 9. ALL REMOVABLE PROTECTTVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH .-.~--..... • ... -·-::::•·-{_-~ 10. STORM WATER POLLUTTON PREVENTTON PLAN PREPARED BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL AT&T (800)892-0123 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY AVE~o; BY NIA DATED NL.A SW NO. NL.A 8. NO REVISIONS WILL TTME WARNER CABLE f 7601438-77 41 PACIFIC -•. -v, cosr.(i ' OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE COX COMMUN/CA TTONS 619 262-1122 PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OCEAN 1 -,f WDID NO. 9 375 APPROPRIATE SHEET OF THE PLANS AND THE TTTLE SHEET. CITY OF CARLSBAD(STREETS & STORM DRAIN) (760~434-2980 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE W/TH 3/4 INCH MINIMUM AGGREGRATE. €, ~ 11. STORM WATER MAN~ljEMENT PLAN PREPARED 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760 438-2722 11. SHOULD GERM/NA 710N OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTTVE COVERAGE -~ BY N DATED NfA SWI.IP NO. NfA SIGNED BY THE CITY ENGINEER. • AS APPROPRIATE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE L.\_ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATTON BMP CONSTRUCTTON HANDBOOK AND STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTTON 35.023 OF THE 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/TTONS 34. PERMIT COMPLIANCE REQUIREMENTS: EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATTON, CITY OF ENCINITAS ~ CAL TRANS CONSTRUCTTON SITE BMP MANUAL. BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE APPLICANT HIRES A CIVIL ENGINEER, STA TE OF CALJFORNIA. CITY. A. FOR CONTROLLED GRADING -THE ABANDONMENT NOTES 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, TEMPORARY EROSION CONTROL INDEX OF SHEETS THE PROJECT SITE AT ALL TTMES DURING CONSTRUCTTON. OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.Bf PLANTING AND IRRIGATION PARTTALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE CARLSBAD MUNICIPAL CODE. TTTLE SHEET 1 GRADING PERMIT MUST IMPLEMENT APPROPR/A TE ACCESS RESTRICTTON AND EROSION AND 12. WHERE TRENCHES ARE W/THIN CITY EASEMENTS, A SOILS REPORT COMPRISED ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTTNG AND IRRIGATION SHALL BE GENERAL NOTES & LEGEND 2 SEDIMENT CONTROL MEASURES TO THE SA TTSFACTION OF THE CITY, INCLUDING BUT NOT OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTTON B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD DEMOLJTION PLAN 3 LIMITED TO THE FOLLOWING: CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE SPECIF/CA TTONS AND THE FOLLOWING: GRADING PLAN 4 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -7D% COVER WITH WELL-ESTABLISHED, CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: A. HYDROSEEDING SHALL BE APPLIED TO: GRADING PLAN 5 MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTTCAL) OR STEEPER WHEN PAVING PLAN 6 SUSTAINABLE, NON-WEED VEGETATTON (SEE CITY LANDSCAPE MANUAL FOR INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETTON OF FIELD TESTS. (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATTNG ALL THEY ARE: UTILITY PLAN 7 GUIDELINES) IS CONSIDERED ADEQUATE. 13. A SOILS COMPACTTON REPORT AND COMPLIANCE VER/FICA TION REGARDING GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A SINGLE SHEET BMP EXHIBIT 8 2) PERMANENTLY STABILIZE FLAT AREAS (S:5%) -70% COVER W/TH WELL-ESTABLISHED, ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY PUBLIC WALL OR STREET. CIVIL DETAILS 9 SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. CIVIL DETAILS 10 GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS SHALL BE DONE UNDER THE DIRECTTON OF A PROFESSIONAL ENGINEER OF THE LETTER FROM CITY ENGINEERING DEPARTMENT). 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/TTONS TTER 2 SWPPP 11 CONSIDERED ADEQUATE. STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED (2) AS-BUILT GRADING PLAN. EXIST: EROSION CONTROL PLAN 12 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTTON OR GENERAL RETAINING WALLS 13 APPROPRIATE FENCING TYPE. ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA TTONS AND THE RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO LANDSCAPIN~ WITHIN 60 DAYS OF ROUGH GRADING. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, UTTERING, AND • • PRELIMINARY SOILS EARTHWORK SPECIF/CATIONS ATTACHED TO THE THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF b. IDENTIFIED B THE PARKS AND RECREATION DIRECTOR AS HIGHLY TRESPASS/NG ARE PROHIBITED. INVESTTGA 710N. DAILY FIELD COMPACTTON REPORTS WILL BE SUBMITTED TO THE FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE VISIBLE TO THE PUBLIC. 5) TRESPASS ENFORCEMENT AUTHORIZATTON LETTER MUST BE SENT FROM THE OWNER TO PROJECT INSPECTOR. REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS C. HA VE ANY SPECIAL COND/TTON IDENTTFIED BY THE CITY ENGINEER LEGAL DESCRIPTION THE CITY OF CARLSBAD POL/CE DEPARTMENT. 14. A eB.ECQNS.TB.llCTLQ/!I. MEETI/Y.G. 5.1::il!I I BE ti£l [l EBIQB. IQ THF BEG.INNING. Q[ ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE THAT WARRANTS IMMEDIATE TREATMENT. 6) wnRI< MJD. S.tllll I BE IJUENnF[l BY: till R[PRF5_EN[!J TlVES. RES.E.Qf!I.SIRI E FnR REQUIREMENTS AND RECOMMENDA TTONS OUTLINED IN THE B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE W/TH THE FOLLOWING LOT 4 OF CARLSBAD TRACT NO. 81-46 UNIT NO. 1, IN THE CITY OF NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATTNG THAT OWNER CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. CRITERIA: CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE WQB.K, THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: MAP THEREOF NO. 11287, FILLED IN THE OFFICE OF THE COUNTY RECORDER PREVENTTON ORD/NA 710N, KEEPING THE SITE FREE FROM UTTER ACCUMULA 710N AND COORDINA TE A DA TE AND TIME FOR THE PRE CONSTRUCTION MEETTNG. APPROVED (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND OF SAN DIEGO COUNTY, JULY 16, 1985. VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL CITY. WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETTNG. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% PROJECT ADDRESS 15. Al I INS.E.ECTLQ/!I. REQUESTS. QTHFR D:iAN FnR eB_FCnNS.TR!iC'llQ/!I. MEETING WU I BE YEAR AFTER THE Cl TY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED COVERAGE. 1935 CAMINO VIDA ROBLE Mt.UE BY: Ct.I I ING D:iE Eli1,/_NEERING 2!! tl.QI/R /t:I.S.PFCTLQl!I. RF/Jl/£S.[ I /t:1£. ti[ TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CARLSBAD, CA 92008 CZfiQ! 4.lB ,lBlil INSPF'CTlnN RFntiES.[ 1.1.!iS.[ BE RFCEIVED. EBIQB. IQ 2-QQ e. M ANY SUCH RECHECK. CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS Qf!I. THE WORKING. QAY: BEFORE THE l!J.SPECUQN IS. NEE[lE[l. INSPECTTONS W/LL BE MADE 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS PROVIDING 100% COVERAGE. DEVELOPER THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT 2. AREAS SLOPED LESS THAN 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED NAME: KINOVA TE LIFE SCIENCES, INC. WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SA TTSFACTTON OF THE CITY ENGINEER. SCHEME TO PROVIDE /RR/GA 710N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE ADDRESS: 501 VIA DEL MONTE, OCEANSIDE, CA 92058 SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING "DECLARATION OF RESPONSIBLE CHARGE" {SHEETS 1-12) SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, THE PROPOSED SYSTEM. CONTACT: KAZUYUKI SANADA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I 3. /RR/GATTON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP TT MUM TELEPHONE NO.: (760! 435-7026 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. /GHOR SALVADOR A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING IN SECTTON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOW/NG: CONTACT: THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE CONSISTENT W/TH CURRENT STANDARDS. THIS DECLARATTON IS APPLICABLE TO SHEETS 1-12. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: TELEPHONE NO.: (760 ! 668-1731 OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TTONS BY THE a. 20 lbs. PER ACRE OF ROSE CLOVER CONTACT: YUKI TAKAHASHI EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 710N CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY b. 20 lbs. PER ACRE OF ZORRO FESCUE THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR RESPONSIB/LJTTES FOR PROJECT DESIGN. C. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA TELEPHONE NO.: (760! 668-3795 MORE IN DEPTH AND APPROVED BY THE Cl TY ENGINEER AND/OR CONCERNED v11-0F_ESS1c d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA AGENCY PRIOR TO EXCAVA 710N. IF THE PLAN VARIES FROM THE SHORING SYSTEM ~~--( 011 . ~ e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) REFERENCE DRAWINGS STANDARDS ESTABLJSHED BY THE CONSTRUCTTON SAFETY ORDERS, TITLE 8 ~-,._ r ~"' f. 1/2 lb. PER ACRE OF DIMORPHOLECA PLANS FOR THE IMPROVEMENT OF: CA[/FORNIA ADMINISTRATIVE: r:00£1 THE Pf.A,:/ SHA[[ Bl: PREPA1mJ B'i' A ~ /j 1;· 'z, g. ITEMS c,d,e, AND f OF THIS SUBSECTTON MAY BE OMITTED ON LOCA TTONS CARLSBAD TRACT NO. 81-46 POST-CONS'11WcnGN BllP TAIILI t3·--, i::l REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA a< No. 59894 ·"' WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A AIRPORT BUSINESS CENTER UNIT NO. 1 . . DWG 224-1 EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO FIRM: KPFF CONSUL TING ENGINEERS * Exp: j /31 /25 . * PUBLIC STREET OR RESIDENTTAL STRUCTURES. STORMWA'IE'R REQUIREMENTS 7HAT APPLY: EXEMPT FROM EXEMPT FROM EXCAVATION. ADDRESS: 700 SOUTH FLOWER STREET, SUITE 2100 h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING GRADING PLANS FOR CARLSBAD TRACT NO. 81-46 TRASH CAP1URE? HYDROMOD/FICA 710N? 18. NO BLASTTNG SHALL BE PERFORMED UNTTL A VALID BLASTING PERMIT HAS BEEN LOS ANGELES. CA 90017 J'r.-, . CIVIL -~~ BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE AIRPORT BUSINESS CENTER UNIT NO. 1 . . DWG 224-1A ~ STANDARD STORMWA'IE'R REQUIREMENTS ~ :OS ~ )£5 CITY, STA TE: r., • oR' OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 710N FOR BLASTTNG OF.CAI-'~ HYDROSEEDING. TELEPHONE: 213.418.0201 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED PRIORITY PROJECT REQUIREMENTS NO PERMIT WELL IN ADVANCE OF THE SCHEDULJNG OF BLASTTNG OPERA TTONS. IMPROVEMENT PLANS FOR: 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA PY-JEFFREY B. GA VAZZA DATE: 10-30-23 CONTAINERS WITH THE CALJFORNIA DEPARTMENT OF FOOD AND AGR/CUL TURE INDUSTRIAL PARK PIPELJNES . . DWG 405-7 IWNTINANCB IWNTBNANCI DURING CONSTRUCTION, OPERATTONS WILL CEASE IMMEDIATELY, AND THE (NAME OF ENGINEER) CERT/FICA 710N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. TYPI DISCRIPTION O'lrikRSIIIP ~RJIIMINT SBDT NO. l'RIQUBNCY PERMITTEE WILL NOTTFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART R.C.E. NO.: C59894 j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED IMPROVEMENT PLANS FOR FIRE SERVICE WATER LINE UNTIL THE PERM/ TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY 12-31-25 SLURRY AT THE DISCRETTON OF THE CONTRACTOR. LOT 4 CARLSBAD TRACT NO 81-46 . DWG 287-6 STORM WATER 8JOFILTRA110N AREA K/NOVA TE LIFE 8 SEMI-ANNUALLY REGISTRA 710N EXP/RA 710N DA TE: W/NUTRIENT ENGINEER TO DO SO. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. BMP BF-2 SENS/111£ /JED/A SERVICES 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING S.Oll:S ENGINEER'S CERTIFI£.ATE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR EARTHWORK QUANTITIES TRASH CAPTURE INLET FILTER K/NOVA TE LIFE 8 QUARTERLY WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ,: Andrew J AIQ'. .. A RE;GISTERE9. (<,/VIL/ HYDRAULICALLY APPLIED FIBER MATERIAL. W/-IEN STRAW IS USED IT MUST BE CUT: /i51 CY BMP SCIENCES EARTHMOVING EQUIPMENT. CONSTRUCTTON EQUIPMENT AND ANY OTHER ASSOC/A TED ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND GEOTECHNICAL~.£NGJNfER Qf Tl'/£ STA TE OJ; CALJFORNJA, PR/NC/RALLY~ DOING' THE STRAW INTO THE SOIL. FILL: 251 CY 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING BUSINESS 'IN ·; 'E E/ECD OF" .APPLIED SOILS .MECHAN/6S; HEREBY' CERTIFY 'lHA'T 3. FERTILJZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% fl CY A SAMPLING ANO STI:JDY OF THE •Sd/L OONDITIONS. PREVALENT W/Tf-1/N THIS IMPORT: OPERATTONS SHALL BE CONDUCTED ON WEEKENDS OR HOLJDA YS. (A UST OF CITY SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. SITE WAS' MADE BiY ME oe UNDER M,Y DIRECTION1-BETWEE.N THE .DATES OF ~ 703 TOTAL LOT AREA -137 659 SF HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) Ju ly 25 ., ·20 22 L ANf!' September 18 , 20 22 . ~TWP D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: EXPORT: CY "AS BUILT" 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE OOP)ES OF ifi-lE SOILS REPORT ·COMP1t£0: FROM ?HIS STUDY, WITH W-1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: fl CY TOTAL DISTURBED AREA -37 000 SF REMEDIAL: CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF R[C0MMENDl\110NS: HAS BEEN Sf/.E/MI TTED ·-TO THE OFEJCE OP J • TT/,£ C/rTY a. TRACK WALKING SLOPES STEEPER THAN 6: 1 (THIS AREA INCLUDES BUT JS NOT UM/TEO TO WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE E'No/WE£R . ES b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumctENTL y BENCH MARK OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS -· OCCURRING. ALQl!I.G. THE HAUL ROUTE QB. AUJACENT S.TB.EEI5. AS. A RESULI QE THE • -~1',0F S10_,, S{GNED: r-Y ~ FRIABLE. AND TEMPORARY DISTURBANCE SUCH AS VEHICLE GRADING OPERATION. • ,fr,<:> 'f.W ·J., 'I(~ . c. RIPPING AREAS THAT W/LL NOT BREAK UP USING ITEMS a OR b DESCR/PTTON: 2 5 INCt/. UISK M.ARl<Fn IS. 621.'.i Cl SB-06.'.i AND EQUIPMENT STAGING AREAS, CONSTRUCTTON RCE EXP. DATE '-',. ~I'-C ""' t:. ;z. • ABOVE. LOCA 710N: SOUTH SIDE' OF CAMINO VIDA ROBLE, 250 FT. E'AST OF THE' 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE ,,_..,,, ,PG> ' C~B4728-WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY .!? '<" ' _-~ ~ G'.£j,P'E-NO· 2. COND/TTON/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTTNG BY: WES7ERL Y IN1ffiSE'C710N WITH KE'LLOGG A VE. 300 FT. SOUTH OF A DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR (!) J " n" . ., . • ~ '\,' •• TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) REVIEWED BY: ~ ! ,gc84728i ~ QATE; October 22 2023 a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP CURB ANO 26 FT. WEST OF £AS1ffiL Y OR/I/EWA Y TO POWER PLANT. SHALL BE RESf'ONS,BLE FOR ANY QEBRIS OR QAMAGE OCCURRING ALONG THE '• ' ' r ,~ --~ BUT NOT SATURATED SEED BED. RECORDED: FEBRUARY 8. 2002 TOTAL REPLACED IMPERVIOUS AREA = 8,664 SF HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 710N. * March 1 2024 ( LICENSE EXPIRA JJON DA TE, b. THE ADD/TTON OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING ELEVATTON: 241.301' DATUM: NGVD 29 TOTAL PROPOSED IMPERVIOUS AREA = 20.000 SF "'~ C civ i11-,.,_..,. _ INSPECTOR DATE 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE -COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. -,-~OFcAl.\'io'I' -GROWTH. I SH1EET I CITY OF CARLSBAD m 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF C ' OWNER'S CERTIFICATE E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS W/-/ERE HYDROSEEDING IS THE ENGINEERING DEPARTMENT 3 MINIMUM ONE PERCENT SLOPE. I ( WE) HEREBY CERTTFY THAT A REGISTERED SOILS ENGINEER OR THE PERMANENT LANDSCAPING, UNTTL THE PROJECT IS COMPLETED AND ALL BONDS 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF GEOLOGIST HAS BEEN OR W/LL BE RETAINED TO SUPERVISE OVER-ALL GRADING RELEASED. GRADING PLANS FOR: ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I SOURCE OF TOPOGRAPHY KINOVATE PRODUCTION FACILITY TI BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ~WEB ALSO AGREE A QUALIFIED SWPPP PRACTITIONERISP) HAS BEEN OR WILL BE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY GROUND-EDITED TOPOGRAPHICAL SURVEY 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM EA/NED TO SUPERVISE IMPLEMENTATTON OF THE S PP IN ACCORDANCE WITH THE TITLE SHEET SURFACE AND CROSS SECTTON. THE SITE SHALL BE LEFT IN A NEAT AND CALIFORNIA CONSTRUCTTON ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. METHODS FROM INFORMATION GATHERED ON MAY 17-19 ,20 22, BY KPFF CONSULTTNG ENGINEERS GR2023-0026 ORDERLY COND/TTON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. APPROVED: JASON S. GELDERT 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED ]di2r.9-qk,i' _ $'a lll!Q.d_CA 10/20/2023 PROJECT LOCATION EXPIRES 9/30/24 WITHIN TEN (10) DAYS OF THE TIME WHEN rAru SLOPE IS BROUGHT TO GRADE ENGINEERING MANAGER RCE 63912 DATE (KAZUYUK/ SANADA) DATE ASSESSORS PARCEL NUMBER(S) AS SHOWN ON THE APPROVED GRADING PLANS. THIS PROJECT IS LOCATED W/THIN DWN BY: PROJECT NO. DRAWING NO. 212-092-18-00 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION PD2023-0016 543-5A THE CALIFORNIA COORDINATE INDEX OF THIS PROJEqT IS: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: N 1989773.5396' E 6244244.3649 D:\DRAalG FLES\llllE SHEElS\GRADING lJ1LE SHEET.DWG RE\fSED:01/05/18 Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO WATER NQTE§ 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL\.'ES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPRO\.'ED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA TTONS' PUBLIC WORKS MANAGER. 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTTON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: oo P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMO\.'ED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DE\.'ELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TT\.'E FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND \.'ERTTCAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE E LOCATED BETWEEN THE DETECTOR CHECK VAL \.'E AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMO\.'E ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATTON. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-/NCH WIDE PLASTIC ADHES/\.'E TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL \.'E STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL\.'E NUT OPERATION. RUN TRACER WIRE CONTTNUOUSL Y ALONG PIPE AND TERM/NA TE IN ADJACENT VAL \.'E BOXES FOR BURIED ASSEMBLIES OR BURIED VAL \.'ES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPRO\.'ED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULA noN FROM DAMAGE DURING /NSTALLA noN AND BACKFILL/NG. WIRE INSULA noN THAT IS BROKEN, cur. OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE A WG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULA TTON SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROS/\.'E SOIL OR WATER. POLYETHYLENE /NSULA TTON SHALL CONFORM TO ASTM D 1248. TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULA noN ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. ABBREVIATIONS AC ASPHALT CONCRETE APR APRON ARV AIR \.'ENT ASPH ASPHALT AD AREA DRAIN BFP BACK FLOW PRE\.'ENTER BL BOLLARD BW BACK OF WALK BWl. BACK OF WALL ~ CENTERLINE CATV CABLE TV CD CURB DRAIN CB CATCH BASIN caw CONCRETE BLOCK WALL CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE COL. COLUMN COM. COMMUN/CA TTONS CONG. CONCRETE D/W DRl\.'EWA Y APRON DI DROP INLET EG EDGE OF GUTTER ELEV ELEVATION ELEC. ELECTRICAL ELP ELECTRICAL PANEL ELV ELECTRICAL VAULT FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FG FINISHED GRADE FL FLOW LINE FS FINISHED SURFACE FWl. FRONT OF WALL GB GRADE BREAK GI MH GREASE INTERCEPTOR MANHOLE GV GAS VAL\.'E HCR HANDICAP RAMP /NV IN\.'ERT OF PIPE JB JUNCTION BOX LA LANDSCAPE AREA UP UP OF GUTTER MH MANHOLE NS NEWSPAPER STAND NTS NOT TO SCALE RET WALL RETAINING WALL (CONCRETE) sco SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SLPB STREET LIGHT PULLBOX ss SANITARY SEWER SSMH SANITARY SEWER MANHOLE SSM STANDARD SUR\.'EY MONUMENT WELL SWK SIDEWALK TC TOP OF CURB TOP TOP OF SLOPE TOE TOE OF SLOPE T.E. TRASH ENCLOSURE TR TRASH RECEPTACLE TG TOP OF GRATE TS TRAFFIC SIGNAL TSCB TRAFFIC SIGNAL CABINET TPB TR AFF/C PULLBOX TYP. TYPICAL UNK UNKNOWN VIF \.'ER/FY IN FIELD \11.T VAULT WIF WROUGHT IRON FENCE WI. WALL W\J1. T WATER VAULT WV WATER VAL \.'E FSA FINISHED SURFACE ASPHALT FSC FINISHED SURFACE CONCRETE LEGEND DESCRIPTION DWG.NO. PROPOSED IMPROVEMENTS UMIT OF WORK PROPERlY LINE FLOW LINE GRADE BREAK RIDGE LINE SAWCUT AND JOIN GRADE SLOPE (HORIZONTAL:VERTICAL) SILT FENCE GRADING BENCH PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVllY WALL SDRSD C-09 lYPE "A" PROPOSED RETAINING WALL PER SHEET 13, PER PLAN DEMOLmON LINE STORM DRAIN POINT OF CONNECTION COORDINATION' POINT CAP OR PLUG STORM/SEWER CLEANOUT* STORM DRAIN INLET THRUST BLOCK** 2" BACKFLOW ASSEMBLY** DIRECTION OF FLOW 6" CURB AND GUTTER••• CllY OF CARLSBAD STD. DRAWING S-5 SDRSD WP-03 CllY OF CARLSBAD STD. DRAWING S-7 JENSEN PRECAST OR APPROVED EQUIVALENT CMWD sm. DRAWING W-19/W-19A CMWD STD. DRAWING W-6 SDRSD G-01 SDRSD G-14A AND 7.5" CONCRETE DRIVEWAY*** CllY OF CARLSBAD STD. PLANTER BOX (REFER TO LANDSCAPE FOR DETAILS) TRENCH DRAIN VALLEY GUTTER PEDESTRIAN RAMP TRUNCATED DOMES STREET LIGHT PLANTER DRAIN CURB INLET 42"X24" CATCH BASIN FIRE HYDRANT ASSEMBLY** EDUCATIONAL BMP SIGNAGE DRAWING GS-12* ACO KLASSIKDRAIN KS100 OR APPROVED EQUIVALENT DETAIL 8, SHEET 9 SDRSD E-01 DETAIL 9, SHEET 9 SDRSD D-02 JENSEN PRECAST OR APPROVED EQUIVALENT CMWD sm. DRAWING W-17 JEFFREY B. GAVAZZA SYMBOL ---- ------;;. ------;;. ------;;. ------;;. --GB-- -R-R-R- TOP I I I TOE -□ D --- 100 102 - - ///////////////////////// ---SD-- . . \J l V t:-., I /1 ■ ------so-----,,-----,.___,,.----,,.____,.____,.____,. I ~ ~ ~ @ eJ I ----z "T" 1 R. C.E. NO. 59894 QUANTITY 160 SF 1,700 SF 15": 270 LF 12": 230 LF 1 EA 5 EA 7 EA 3 EA 1 EA 650 LF 530 SF 10 LF 290 LF 150 LF 7 EA 1 EA 1 EA 1 EA 1 EA 1 EA 4 EA EXP. 12-31-25 PROPOSED IMPROVEMENTS (CONTINUED) SYMBOL CONCRETE PAVING (REFER TO SHEET 9 FOR DETAILS) ASPHALT (REFER TO DETAIL 2 SHEET 9 FOR DETAILS) PERMEABLE PAVERS (REFER TO DETAIL 3 SHEET 10 FOR DETAILS. PRODUCT BY LANDSCAPE) BIOFILTRATION BASIN (REFER TO DETAIL 1 SHEET 10 FOR DETAILS) SYNTHETIC LAWN (REFER TO LANDSCAPE PLANS FOR DETAILS) WOOD DECK (REFER TO LANDSCAPE PLANS FOR DETAILS) CONCRETE PAVERS (REFER TO LANDSCAPE PLANS FOR DETAILS) GRAVEL (REFER TO LANDSCAPE PLANS FOR DETAILS) "NO PARKING" STRIPING I •. . ..] . I I I : --: I ti .. .. J I I L: .. -... :...J QUANTITY 0.25 AC 0.09 AC 0.17 AC 0.03 AC 0.01 AC 0.02 AC 0.03 AC 0.03 AC 0.09 AC EXISTING IMPROVEMENTS AERIAL TARGET AIR RELEASE VALVE AREA DRAIN ~SQUARE) AREA DRAIN CIRCLE) BACKFLOW PREVENTER BOLLARD BENCHMARK BLOW-OFF VALVE CURB DRAIN CONTROL POINT CABLE TV PULLBOX COMMUNICATIONS PULLBOX ELECTRONIC TEST STATION FIRE DEPARTMENT CONNECTION FIRE HYDRANT FLAG POLE FIBER OPTIC PULLBOX GROUND LIGHT GAS MANHOLE GAS VALVE GAS METER GUY WIRE GREASE INTERCEPTOR HOSE BIB IRRIGATION CONTROL BOX IRRIGATION CONTROL VALVE AREA LIGHT MAILBOX MONITORING WELL PALM PARKING METER POST INDICATOR VALVE ELECTIRIC CABINET ELECTIRIC MANHOLE ELECTIRIC METER UTILllY POLE ELECTRIC PULLBOX ROOF DRAIN SEWER CLEAN OUT SEWER MANHOLE HANDICAP PARKING SIGN SPRINKLER STORM DRAIN MANHOLE STREET LIGHT STREET LIGHT PULLBOX TELEPHONE BOX TELEPHONE CABINET TELEPHONE MANHOLE TRAFFIC PULLBOX TRAFFIC SIGNAL CABINET TRAFFIC SIGNAL TREE UNIDENTIFIED PULLBOX UNIDENTIFIED CABINET UNIDENTIFIED CLEAN OUT UNIDENTIFIED MANHOLE UNIDENTIFIED CONTROL VALVE VENT WATER MANHOLE WATER METER WATER VALVE RISER DETECTOR CHECK VALVE DRINKING FOUNTAIN X PROPERTY LINE CENTERLINE AR ® TIE LINE " BUILDING LINE/HATCH @ BUILDING OVERHANG l BRICK LINE/HATCH BL • CONC LINE/HATCH ~ CHAINLINK FENCE W///////////...½I ' ' BO CURB FACE WITH ® c50 BACK OF CURB (0.5' 0/S) 8 FLOWLINE "' GRADEBREAK [l,J WALL ETS WIRE FENCE 0 WROUGHT IRON FENCE -+ EASEMENT LINE GAS LINE --G-- l>0<1 WATER --w-- 0P SANITARY SEWER STORM DRAIN -ss- -SD- f.'j RECLAIMED WATER -RW- GL V © ~ l)l,J ~ 11) '& IIBl ii.I ◊ 01 '15 * 0 @ ID [) !Jll -0- uJ ffil s0o ® l<l ~ SPR "" @ ~ Ifill [fJ [DJ (i) IThl fill C :,:,:, 0 [ill Im UGO @ ~ I) @; Ifill ~ RSR 0 DOV fill "AS BU IL T" RC[ __ _ EXP ____ _ DATE ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: REVIEWED BY: 700 South Flower Street Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com • CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD INSPECTOR DATE 1----t---+--------------t------t---;---r-------ils~ETl~c-r_T_Y_O_F_C_A_R_L_S_B_A_D~~ _ ENGINEERING DEPARTMENT l___2_:____J GRADING PLANS FOR: KINOVATE PRODUCTION FACILITY TI GENERAL NOTES AND LEGEND GR2023-0026 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO \ -----&c-----S"---6--IT-W-ID-E~~~M_E_ITT_F_OR-PUBk~~C-UT-IL-ITl~Es-C~A~s-M-IN_O_V~s~,o-A_R_0 _8~55~L-E--~ss---r-% s INGRESS AND E RESS, GRANTED TO SAN EX. 16" ACP WATER I s TRACTOR E NEAREST EX. SIDEWALK JOINT DIEGO GAS & B >ECTRIC COMPANY PER INST. \ !il NATURAL GAS LINE NO. 87-328080 f EC. 6/12/1987, O.R. w---'I."-~--w------w----~--w-+-----------w----+------W ~ 0 SDGE GAS SERVICE NE. CONTRACTOR TO VERIFY IN FIELD 0 TELECOM LIN TRAC R TO VERIFY IN FIELD L__~--~/Y.•c_~~'"=I l~='-14=---- - -------~=="=='='~d;----=-io-----~-------------, _J WATER LINE GRANTED TO C ,: OF CARLSBAD PER INST. NO. 88-167655 REC. 4/12/1988, O.R. • ~\ ~ill (,/ 'Qh[\. ' ~\ J=='<\¾= i 7 \ ' I ' -"1'aY \ EX. TEL FEEDER I I II \... - \~~\ WCUT AT NEAREST EX. SIDEWALK JOINT k °CONTRACTOR TO ~OVE ± 260 SF OF EX. AC PAVEM[NT AND ± 150 I SF OF EXISTING SIDEWALK AT R/W I { 1 1 f \==111 ~\ I 1.Q_= I I ~ \ I ===11 \===11 I 1) I I R 1 ODWJ 30- FOR EX. WATER ~LINE cov~TLO,N ,. I rIT ID EITT FOR WATER LINE G~TED TO CITY OF\\ CARLSBAD t'EIR INST. NO. 88ii 167655 REC . 4/12/1988, ---:-:==='=1\ --1-l~o_. 1,.P, s10E sE1B l I G· \ ' I \ ' • ' GENERAL DEMOLITION NOTES: 1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE COITTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. 2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. 5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. 6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 7. EROSION CONTROL MEASURES SHALL BE IMPLEMEITTED TO PREVEITT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENAITT FOUNDATIONS OR SUPPORTS. 11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUITTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF. DEMOLITION NOTES: PROTECT-IN-PLACE OJ SIGN. DEMOLISH & REMOVE CD CATCH BASIN. SCOPE BY OTHERS [I] TRASH ENCLOSURE. [TI BUILDING. [TI TREE. [TI WATER METER BOX. [I] FIRE HYDRANT. 0 BACKFLOW PREVENTER. [I] RETAINING WALL. [I] CATCH BASIN. ~ CURB. [DJ AREA DRAIN. ~ CONCRETE PAD. ~ ASPHALT CONCRETE. [BJ ELECTRICAL CABINET. ® 2" WATER SERVICE. PER SPEC. 1500-3.12. 0 TREE. 0 SHRUBS AND VEGETATION. ® WATER METER BOX. ® STREET LIGITT. 0 SIGN. ® CURB AND GUTTER. ® WALL. @ IRRIGATION PULL BOX. @ CURB. @ STORM DRAIN LINE. @ STAIRS AND ASSOCIATE HANDRAILS @ CONCRETE SIDEWALK. 0 ELECTRICAL UNIT. REFER TO ELECTRICAL. 0 IRRIGATION UNIT. REFER TO LANDSCAPE. @ NATURAL GAS METER. REFER TO PLUMBING. © 1 " NATURAL GAS SERVICE LINE PER SDGE MAP NO. 15525-120240 TO BE CUT, CAPPED AND REMOVED BY SDGE. REFER TO SEPARATE BUILDING PERMIT. I I I I I I I 'z ,' . ;; ·o· I 0 ~ LIGHT POLE. ~ STORM DRAIN LINE. [!2J SANITARY SEWER LINE. ~ WATER SERVICE. @ CURB RAMP. @ ASPHALT CONCRETE. @ MAILBOX. I O' SI DE SETB A CK'--t-<1--~ I I X . • : I I i I [ ~ X I I @~q . (i i I I l 1L ~~, I /r 1 0 I 1 0 1 I X fD ,W#/4#~\ . \_€) 'tD 1,· II 1' ---------,~1 -___ -_ -l ,------;;, ~ c- \ I '---='---''-~ ~ ®J~o -'----\, __ _), \ ' ', ' ' I I ~~ l116 255 l 16 " \ v,,.., ~ ~ ---=-==~=~=--~-.:.:=_:=--::.__ "' "' p r I ~ I I II ~ ~ ---~~---------------- /,,,, ,,,, ~ ~ 4~ ~,,,, ~ ,,,, ?/ ~,,,, ,,,, 1·0 ~- ,,,, ,,,, £ ~ '1 CON R TO VERI EXISTING SD LINE EXTENDS BEYOND PROPE~ LINE 0 ~ ~ JEFFREY B. GA VAZZA R.C.E. NO. 59894 @] GUTTER. 1201 FENCE. @ STREET LIGITT PULL BOX. @ SECURITY CAMERA. @] @ AREA DRAIN. RECLAIMED WATER SERVICE. Q 0 CONCRETE PAD. el ~ ~ TELECOM LINE. @ TRENCH DRAIN. BUILDING OVERHANG. @ 23 GUTTER. DRAIN OUTLET. @ CONCRETE FOOTING. @ CURB INLET. @ BACKFLOW PREVENTER @ 8" ACP STUB WITH TEE, FIRE----------------- HYDRAITT, FH SERVICE LINE " As B u I LT" EXP. 12-31-25 AND ASSOCIATED GATE VALVE 10-30-23 700 South Flower Street Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE f---+--+---------------1-----4---1-------l---llsH~ETl_c_r~T=Y=o=F-=---=-c~A=R=L=s~B-A_D~~ ENGINEERING DEPARTMENT l____2.:_J l-----+--+------------------11-----+--+----I---I GRADING PLANS FOR: 1------+--i--------------1-----+------1-----1-------.1 KINO VATE PRODUCTION FACILITY TI DEMOLITION PLAN l-----+--+------------------11-----+--+----I---I ;:=GR=2=02=3-:::::0:::0::::26===============~ APPROVED: JASON S. GELDERT l-----+--+-----------------11----+--+----I---I :::EN:::::G:::::IN:::EE::::Rl:::::NG::::::::::MA:::::N:::::AG:::ER:::::;-;:::RC:::::E:::::6:::3::::91::::2::::::::EX;:::P:::::1R:::ES:::::9:'.::::::30=::::2:-:4=:::::D::::A:::T£::::::::::::::: 20' DWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ PROJECT NO. PD2023-0016 DRAWING NO. 543-5A SCALE: 1 "=20' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO 19+00 = " Q - 1-----~ ---~ 20+0°CAMINO VIDA ROBLE 244.11 TC 246.64 FG FS I 24~' TC 245.06 "Fb I 1//1Jt7JJ!Jll __ _,,_ ___ -+ 21 +OO VISIBILllY TRIANGLE NOTE: NO STRUCTURES OR LANDSCAPE AT MATURllY OVER 2.5-FT HEIGHTS SHALL ~ BE LOCATED WITHIN THESE AREAS. 246.94 TC -246,46-ccl'k ,7i//!!l 22+00 - ! 0 ( \ FS 253.40 TC lJ 252.93 FL \ \ =t =~I --- -~--'llf-.-4, \ ~~~54~-~~d4\ ) 2 _,f),I r,;2~~~"\I i ~~~~ 254.73 I 254.21 J 1~3)~aj\\ \=i:=~ I I I I I I I \ ---N-t'-tr' L- = 249.15 C ,.'; JOIN_(.'. "~ ,•, 249.26 FS ENLARGED VIEW 1 DRIVEWAY ~'4,0B TC 247.12 FL • • SCALE: 1'=10' 2~2.85 -FS- 247.74 FG • • 248.98 TC 248.53 FS 249.20 TC 249.16 FS FS 248.3 ~ -2· · -±249. --SF-7 --P P PE -_;2~5~~~--~~~~~ 251.26 FS "A" GRA\/ID'.-WAI±---252:-48-FS 249, -:1:25-,:50-rG-PER SDRSD C-09 ±252.73 FG ±251. ---- -:i:5·r:JJ rs 5.0' DRIVEWAY PER SDRSD G-14A AND CllY OF CARLSBAD STD. DWG. GS-12 23.4' 25.0' 250.44 TC JOIN 50.65 BW JOIN \ 251.02 TC 250.56 '(L I z 11ii;01.~. I ii;;, #I I \ I ~d:r(;P I/; 11 ---=..----1.,,,,£:_-=_,._ ~71\---k:.~~~:;::::::-----=-__~~'' i ~; i ,o• WC Scffi c< -2 . ±251.6 :8 251.33 FS ±251.58 FG "A" 4.B% 5.0' >< 253.40 TC 253.01 FS ~------------------, J -~- I F.F. ELEVATION -(±253.25) 1 ENLARGED VIEW 4 ON SHEET 5 FF ± .32 FF • 253.30 FS ' 255.46 TC 55.30 FS . Tel: 254.96 FS 54.13 ~I I 255.54 TC jj}k, , ,-.,_ .f 254.04 FS "" ~.-:,ir / 255.73 TC :--,11f/;f,~~ 255'.15 = 255.24 FS (._ 254.74 255.88 TC ~ 255.38 FS 254.60 255.80 TC I// ,7-""' 254.17 255 31 i,sl FF • lk' ,....,..~~!:-'-'- .Y'" 255.85 TC 255.44 FS 256.09 TC 255.62 FS ENLARGED VIEW 6 ON SHEET 5 NOJES; ' 1. CONTRACTOR TO VERIFY FF ELEVATIONS IN FIELD. --------6.0' -ER-_ '5.0' SDRSD -09 252.52 FS"---_8 ENLARGED VIEW 2 PERVIOUS PAYERS PER DETAIL 3, SHEET 10 252.12 rs fl.B%) I ± . 252.54 TC ,I ~ 253 0 .712-- ±252!54 FG . rl FS ±252!64 FG 252.:64 TC " 250.50 TW 250.44 TW ENLARGED VIEW 3 CURB RAMP SCALE: 1'=10' 255.60 TC 255.10 FS 252.54 TC 252.50 FS WALL PER SDRSD C-09 ROPERlY ETBACK LINE 0 .;:~ %, ~§ 60. T r '-._ --111 I IU I Ii' I I ~2~52~· 1112 ~~ I 1=1 I =1 1=1 I =1 1=1 I ± 11 111 11 11 11 11 11 11 11 11 11 11 11 1111 10,, " , , 11 11 I -----------I lYPE-A GRAVllY WALL I PER SDRSD C-09, lYP 34 EX. LANDSCAPE 248.37 ±248.50 BOT. OF WALL -l=I 25 252.19 TC 251.66 FS 3.5' -i I 11 EXISTING BUILDIN L -1 I .253.17 FF 247.83 FL 247.96 EG -z:::::: JEFFREY B. GA VAZZA EXISTING ASPHALT SURFACE B-B EXISTING CONCRETE CURB SECTION 8-8 lYPE -A GRAVllY WALL PER SAN DIEGO REGIONAL STANDARD DRAWING C-09. 10-30-23 EXP. 12-31-25 DATF 700 South Flower Street Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com RC[ __ _ REVIEWED BY: INSPECTOR "AS BU IL T" EXP.----DATE DATE t----+--+-----------+---+---+----<,-----11s~ET1,c_r_T_Y_O_F_C_A_R_L_S_B_A_D~~ _ ENGINEERING DEPARTMENT l___2.:___J t-----+--+----------------t----+--+----t---1 GRADING PLANS FOR: >-----+--+-------------+---+----+---KINOVATE PRODUCTION FACILITY TI GRADING PLAN t-----+--+----------------t----+--+----+---1 ~G=R2=02=3=-0=0=26====================: APPROVED: JASON S. GELDERT 0 t-----+---+----------------t----+--+----t---1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 20' :::D=WN=B::::Y=,===:;-;======::::::'.:::::::'.:::::;;====~ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A RVWD BY: SCALE: 1 "=20' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO 252.33 TW 251.41 FG 1/ \ 2 V 25 FS 253.24 FG 53. 6 FS 253.08 TC 252.71 FS 253 06 T 252.69 FS JOIN =:13;::::::i ENLARGED VIEW 4 -FRONT PATIO SCALE: 1'=10' 253.35 TC 0 a:: OVERFLOW CATCH <..> c§ BASIN z "' ~t w w a:: 0 W u. a. 0 250.41 TG • • ,,, N - C a:: c§ "' t::l e: 'lo <..> z -:c ~t 0 w a. 0 1 O' HIGH NOISE BARRIER. REFER TO BUILDING PERMIT. 251.41 FG PROVIDE 18" WIDE WALL CUT PER DETAIL 5, SHEET 10 AT LOW POINT RETAINING WALL PER DETAIL 1, SHEET 13 6" PERF. PIPE CONCRETE CURB 2.1' NOTES: REFER TO DETAIL 1 AND 2 ON SHEET 10 FOR STANDARD BMP DETAIL, MATERIAL, AND FLOW CONTROL ORIFICE SIZING 1 O' HIGH NOISE BARRIER. REFER TO BUILDING PERMIT EXISTING 6' HIGH WOOD FENCE 253.45 TC 252.95 FS 2.0' 8" SD PVC NOTES: REFER TO DETAIL 1 AND 2 ON SHEET 10 FOR STANDARD BMP DETAIL, MATERIAL. AND FLOW CONTROL ORIFICE SIZING i 252'.93 FS i ,252.96 FS 256.25 FS ._"I, 256. 16 TC 253.¥6 TC 253!34 FS 253.93 TC \ i 253.42 TC I II ,jY l 253.45 TC N~ 253.03 FS "1 - 25 SCREEN FENCE PER BUILDING PERMIT TANK YARD. REFER TO BUILDING PERMIT FOR ADDITIONAL DETAILS 255.30 FS-SLAB 3.75' 12.83' 3.16' 253.73 TC 253.80 FS ' LOADING TRUCK AREA • • 0.5 1. % PROPOSED PERVIOUS PAYERS PER DETAIL 3, SHEET 10 ~TANK YARD SECTION ~ N.T.S. ELECTRICAL AND MECHANICAL YARD. REFER TO BUILDING PERMIT FOR ADDITIONAL DETAILS 253.36 FS-TOP 8.33' 7.0' 1.5' DECOMPOSED GRANITE 1 O' HIGH SECURITY FENCE. REFER TO BUILDING PERMIT PROPOSED 12" WIDE CONCRETE VALLEY GUTTER PER DETAIL 8 SHEET 9 252.55 FL . %) EXISTING ASPHALT I •• . ' 254.02 TW 252.50 FG BW . " . .. 12.83' . . . 25•CZ-8 TC 253.78 FS ~~~~· ~rrTcl ~ 254.34 TC 254.81 FS SCREEN FENCE PER BUILDING PERMIT 3.75' EXISTING BUILDING 253.31 FS 253.36 FS .% STRUCTURAL DRAWINGS. REFER TO BUILDING PERMIT FOR ADDITIONAL DETAILS EXISTING 6' HIGH WOOD FENCE 0 ~ <..> 0 z "' 0 ~ t::l z a. a:: 0 w u. a. 0 ' "' ' N ·~ 255.20 FL ENLARGED VIEW 5 -CURB RAMP SCALE: 1'=1 O' 255.79 FS 256.50 TC 256.05 FS 255.78 FS 256.57 TC 256.57 BW ENLARGED VIEW 6 -CURB RAMP SCALE: 1'=1 O' .05 FS LANDSCAPE EX. ASPHALT 18" WIDE CURB CUT PER SDCDS GS-5.02 AND DETAIL 5, SHEET 10. CURB PER SDRSD G-01 253.00 TC 253.00 FS @ CURB CUT 253.00 FS 253.30 FL 253.29 FL BW PROPOSED PERVIOUS PAVERS PER DETAIL 3, SHEET 10 PAVER SIDEWALK SECTION EXISTING 6' HIGH WOOD FENCE 50.41 TG - ~H------"'-------r,op==,o;r_i_~~2i~~S:-REPLACE GUTTER PER 248.25 INV -IN SDRSD G-01 251.50 FG • ' 14);.;~'----RETAINING WALL PER DETAIL 1, SHEET 13 NOTES: REFER TO DETAIL 1 AND 2 ON SHEET 10 FOR STANDARD BMP DETAIL, MATERIAL AND FLOW CONTROL ORIFICE SIZING 246.16 INV-IN EXISTING GROUND NOTES: REFER TO DETAIL 1 AND 2 ON SHEET 10 FOR STANDARD BMP DETAIL, MATERIAL 0 AND FLOW CONTROL ORIFICE SIZING ~ <..> 0 z "' -:cw C >-W z a. a:: 0 w u. a.. 0 = • <O N - 252.39 TW 252.39 TC 251.89 FL EXISTING CONCRETE GUTTER 8" SD PVC 246.06 INV-OUT 8" SD PVC 248.15 INV -OUT SECTION G-G "BF-4" SECTION "AS BU IL T" PROPOSED CURB INLET TYPE "B" PER SDRSD D-02 EXISTING CURB in ,-., 0 EXISTING CURB 1---'L..._ _ _..L__,__~_,.___,_ ~t 250.45 TC 249.70 FL --...J 15" SD -IN 243.65 INV 15" SD -OUT @ ~~~~OSED CURB , ,._.-TRASH CAPTURE BMP BRIGHTWATER CONNECTOR PIPE SCREEN MODEL BWCPS-2112U WITH MAXIMUM TREATMENT FLOW RATE OF 2.79 CFS, OR APPROVED EQUIVALENT. REFER TO DETAIL 6 SHEET 1 0 FOR PRODUCT SPECIFICATIONS. INLET SECTION 251.90 TOP OF 100 DETENTION STORAGE F 251.86 TOP OF WATER QUALITY STORAGE 3:1 SLOPE TYP 0100 FLOOD CONTROL ORIFICE PLATE >-I zt WW ~c 15 <..> a:: z >-C • z NO -a. z co o-0 o>-a:: _,z c§ u.WW t;:; ::;; [I] 0 C :::, w 0 _J w --'O a:: 00> "-in~ • N cs OF BASIN NOTES: REFER TO DETAIL 1 AND 2 ON SHEET 10 FOR STANDARD BMP DETAIL, MATERIAL, AND FLOW CONTROL ORIFICE SIZING NOYES: 1. PROPOSED SIDEWALK TO BE PERVIOUS SURFACE EXCEPT AT BUILDING ENTRY AND ADA PATH 2. CONTRACTOR TO VERIFY FF ELEVATIONS IN FIELD RCE __ _ EXP.----DATE 700 South Flower Street REVIEWED BY: Suite 2100 10-30-23 Los Angeles, CA 90017 JEFFREY B. GA VAZZA EXP. 12-31-25 DATE 0: 213.418.0201 www.kpff.com INSPECTOR DATE t-----+--+-----------+--+----+---1----1lsH~ETl.c_r~T~Y=o=F=---=-c~A=R=L=s~B-A_D~~ _ ENGINEERING DEPARTMENT l___2.:_J t---+--+----------------1---+--+----I---I GRADING PLANS FOR: 1----+--+----------+----1----1-----1-----1 KINOVATE PRODUCTION FACILITY TI GRADING PLAN l---f--+----------------1---+--+----I---I ~GR::::2:::::02=3=-0=0=26=================~ APPROVED: JASON S. GELDERT 1----t--+-----------------ll----+--+----I---I ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 0 10' 20' 1---;D"Ac;;TEc--f"INc;;clTl;;-;A.,--L +-----------------if-:-DA-TE-+-IN-ITI-AL-+-0-A-TE--l-1N-ITI_A_L-I DWN BY: ---PROJECT NO. DRAWi NG N 0. CHKD BY: ---PD2023-0016 543-5A OTHER APPROVAL CITY APPROVAL RVWD BY: SCALE: 1 "=20' ENGINEER OF WORK REVISION DESCRIPTION Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO 19+00 = " 0 RETAIN G DETAIL 1, :sH • GS-5.02 / E!VE~'i 8 AND DETA11 s, s1--1 1ET 1b j/ I I ~~ I I 54 17A 21+00 •• PER SDRSD C-09 -"------ 251 X: 252 U ~-=""""'~----,,-~ + IN LIGHT PER SDR - AND REPLACE SIDEWAil< TO NEAREST JOINT --·--- . . . . ' ' 6.0Q' ' 64,00!-._ 22+00 25' YISIBIUJY TRIANGLE NOTE: -0 '--NO STRUCTURES OR LANDSCAPE i--...-:-t.:.25::_' -~ '--AT MATURITY OVER 2.5-FT "' 3' HEIGHTS SHALL BE LOCATED " _Wlll,J i!'l-Itl(SE AREAS. ' . 1118 I PAVING CONSTRUCTION NOTES @) CONCRETE CURB. PER SAN DIEGO REGIONAL STD DWG G-01. @ CONCRETE CURB AND GUTTER. PER SAN DIEGO REGIONAL STD DWG G-02. @ VEHICULAR CONCRETE PAVEMENT. PER DETAIL 4 ON SHEET 9. @ ASPHALT CONCRETE PAVEMENT. PER DETAIL 2 ON SHEET 9. @ CONCRETE DRIVEWAY. PER SAN DIEGO REGIONAL STD DWG G-14A, GS-12. ± 550 SF. PVT. CURB RAMP. TRUNCATED DOMES. PER DETAIL 6 ON SHEET 9. @ WHEEL STOPS. PER DETAIL 4 ON SHEET 10. @ STORM DRAIN STENCIL PER CITY OF CARLSBAD ENGINEERING STANDARDS STANDARD DETAIL DS-1. <fig) EDUCATIONAL BMP SIGNAGE PER CITY OF CARLSBAD BMP DESIGN MANUAL, SECTION 8.2.2.1 AND CITY OF CARLSBAD BMP DESIGN MANUAL APPENDIX C, SECTION SC-G. @ 18" THICK CONCRETE SLAB PER STRUCTURAL PLANS. REFER TO BUILDING PERMIT. @ CONCRETE WALK PAVEMENT. PER DETAIL 1 SHEET 9. ~ (7) EX. COMPACT ST 'LLS {8) . CT STALl!S {8) EXU COMPACT 1---b'}_ ~~~1~"'~-i !~--;---;=---~---=-----~---~----=--=----~--=--~--=--=--1~-~~-~8--=--~---=-d--~---:::::--~--~---=-.:··-~--~--~-~~~~ ~!5 ~-~1--==.=---=-=--~---=---=1---~---:::::-='_=/i'$=~~-::_:--=---::~- _ _l I I I 1 1 ::::11 \! NOTE JO CONTRACTORICONSTRUCJIQN SURVEYOR: CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR. CONSTRUCTION STAKING SURVEYOR SHALL BE RESPONSIBLE FOR COORDINATION OF THESE PLANS WITH SOURCE DRAWINGS PREPARED BY ARCHITECT, LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, MEP CONSULTANT AND ANY OTHER DISCIPLINE PRIOR TO START OF STAKING AND CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. HANICAL ~ ELECTRICAL EQUIP~ENT YARD UNDER-~E~ARAIE BUILDING PERMI '. 48 ·1 ----l I I --- " 1111 ----,yp -----=___,-x_ PER SAN DIEGO A1111r GIONAL STANDARD - - - -------- - - - - - ----- ING/C-09. '/;;/ 11111; 11//, 1///, 7/, 1//;; /;}\ i///7/m /;00lh: 1/;;I/;; I l/1 il} 11f!I# lt/7, 'If//, 7, 7 ' ' \.!17i'ffl'"===4 :, ' i "i!JJ.',·===\ i ' I l!r/!-)/,==~ ', I I I 100 I I I I \ ~ ,....El(fillli.!i.J.llliQS:~PE jj/ ij/4 ~,,, 12" uJf , . . '\ • • 11 , .., , • / 1_. . • . . . . j",) .. ~ -. ... ~ ;,,• . . . ~-<;. ·,•'· ~ •• ; ,,,.,,,., ,,;7:·:. .. ·1.~ .. 11 .,-;·•r;-· • • \ • C .,,, 'l J• •••• • , . . '1\,-' . ~ ' . 0 ,,. ,---' -. . .. . ,(/f "':, ·:-:~ .. : '. <-/' : .. •.,,, .: ··.\-:~.-~, :" ·'(-" i"· '• •• \I. --< ~----•. , . • -•:.v _:-:_:--:~~5~-:~:~<:: ·:-:.:: __ ::,.·-~~: . .:~-:-' ~· (jjl?'_=_~-"-' ••• •;-:'° ·: i ,; ., ,• ''I t : . ·; · .. , _ .:_· ·, \/:;~_;\\'!)5ff/ .,,,,. =tr •, •• -.• •\• ._.,_'! ,,-15 .... //·: ·:.· .• •i ·:· '-~-~-:_":::}!-~--•••• ~ •, '• . -~'"'-:.. . ,·. :·-,•. ,._',, . • ...,,. :,.-_ -· ._,.--.... _,.., -~. -... : ··; . . •. '• • J.. • • • ~ • '..... • • '. . . .. . . . •• . .. •'.. • . . . . :.., . . . . . ; . ·,_ ·•,. ... ,. :· . . •· ••• -· .. -·. • .. : ' ... •' . .. : " . . . . ·. . . • ·',. ... ' -. . ,. ·, •. '· -.... \ I ===rll I ~ I ===t=1i I\ \ I ==f==II I I ~~ I li 11'%121~=71\ \ I I \ I \1==411 ! \==4 L ===4\ \ CURB DATA ~ DELTA OR BEARING RADIUS LENGTH REMARKS 1 S22"4 7'29"W 30.71' 6" CURB 2 ll,=81 '47'05" 14.50' 20.70' 6" CURB 3 N22"47'29"E 34.67' 6" CURB 4 ll,=88"31'17" 2.50' 3.86' 6" CURB 5 N65"43' 48"W 10.62' 6" CURB 6 ll,= 78"08'19" 1.92' 2.63' 6" CURB 7 N39"06'1 O"E 31.25' 6" CURB 8 ll,=53"31'33" 4.22' 3.94' 6" CURB 9 N10"17'11 "W 3.94' 6" CURB 10 S80"41'57"W 72.80' 6" CURB AND GUTTER 11 ll,=40"42'30" 24.50' 17.16' 6 CURB AND GUTTER WITI--1 ONE 18" CURB CUT I ( 12 ll,=133'40'07" 3.63' 8.48' 6" CURB 13 S80"41'26"W 59.18' 6" CURB 14 S9i8'19"E 13.57' 6" CURB 15 N80i4'25"E 91.06' 6" CURB 16 ll,=118"22' 43" 32.50' 67.15' 6" CURB AND GUTTER 17 S58"32'34"E 34.33 6" CURB 17A S13"32.33"E 15.73 6" CURB 18 S27"39'12"W 45.83' 6" CURB 19 N62"21 '00"W 19.16' 6" CURB AND GUTTER WITH 18" CURB CUT 20 S26"45'58"W 23.23' 6" CURB AND GUTTER WITH 18" CURB CUT 21 S62"21 '00"E 21.56' 6" CURB 21A S27"53'29.74"W 84.83 6" CURB 0 218 S16"42'21.81 "E 1.26 6" CURB 21C S28"17'38.38"W 28.57 6" CURB 0 21D S61 "42'04.11 "E 2.70 6" CURB 22 s4s42•oo·w 23.03' 6" CURB AND GUTTER 23 ll,=118"22' 43• 4.48' 4.06' 6" CURB AND GUTTER TOTAL CURB LENGTH: 648.56' "AS BU IL T" l<pff RCE EXP. DATE 700 South Flower Street REVIEWED BY: 10-J0-23 Suite 2100 Los Angeles, CA 90017 JEFFREY B. GA VAZZA EXP. 12-31-25 OATF 0: 213.418.0201 www.kpff.com INSPECTOR DATE <>, Ll ,,------------e,, 2 >2~------------ ----------- 0 10' I SH:ET I CITY OF CARLSBAD m ENGINEERING DEPARTMENT 3 t------+--+----------------t----+--+-----t----1 GRADING PLANS FOR: >-----+--+----------------+-----------KINOVATE PRODUCTION FACILITY TI PAVING PLAN 20' t------+--+----------------t----+--+-----+----1 t------+--+----------------t----+--+-----+----1 ~G=R2=02=3=-0=0=26====================: SCALE: 1 "=20' APPROVED: JASON S. GELDERT NOTES; 1. PROPOSED SIDEWALK TO BE PERVIOUS SURFACE EXCEPT AT BUILDING ENTRY AND ADA PATH t-----+---+----------------t----+--+----t---1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE -D~A=TE=-----+~1N=rn=A~L+----------------t--D-ATE-+-IN-ITI-AL-+-D-A-TE---+-IN_ITI_A_L--I :::D=WN=s==y=,===:;-;:::==P=R=o=JE=c=T=N=o::'.:.::::::'.:::::;;=□=R=Aw=1=N=G=N=o~. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO T T T T U) U) --------RW-~/~ EX. a• RECLAIME:wW,-A-JE_R_L_INrE ____ -Rw-------- -+-=~=-~~=--__,,_-Rw----____jcc~--RW'--+-------Rw---------RW----------RW---------------~RW SS UTILITY CONSTRUCTION NOTES: STORM DRAIN fsiyj\ PVC, SDR-35 STORM DRAIN PIPE. BEDDING AND lRENCH BACKFILL PER ~ CllY OF CARLSBAD STANDARD DRAWING DS-2. EX. 18" SD ---l----,'l:,,-------S'+----+-------,,S--1----f&--+----5c;;------=---=--"i:S-=~:--+:=--=-:§:S::--::=------s-s --+7'-S5 --~---S"'-----------;,s------c22+00 EX. 2• SE ICE ,a: 20+00 cAMINO VIDA ROBLE 21 +0 ---G 19+00 24 .1 15 S al' 1 • 5~1· .,,, • • ' 6" 111 S=0.li% \' 24"X24" 11 1 •• 250.41 TG II I / / 1' 246.16 INV IN (6" P~F. RI E) l 246.06 INV OUT (8" SD) 1 M!MEQl:!ANJ!CA;;&_L_lA!f!D~J:.E,cm¾l..+J.' 11 ·7'="'==':IJ EQUIPMENT YAAD µN~~RI I . J I \ . SEPARATE Bu1Ljp1Np I ~E.Rt,1I1 l11ts-.J1Pcc-=c11 SHOWN FOR COO DI TION PURPOSES ON ~ I I I I I • S=0.5% I )( D -- )( EX.1"SD S=L 0% )( PR /7 -- SETBACK LIN§,::'. 61 I ~/ ~ 7 ~ (/J ;ru:l::!"S~=""0:':::5:.JI 247.21 I /1-~.\ .( ~ I It::. -.. \ • 5=1.0% APE 51.86 TG 47.44 INV IN (6" PERF. PIPE) T (8" SD) C \ SD·--• / 12• SD V I I i n , TG )( U) )( 0 -----S i//1;;~1~:='; 5=1.0% INV EX. GATCH BASI 64 TG )~)-INV ____ ---- ( I I __ __J -7 I I &===;\';odNNEbT Toz x.1 'il, s:roRM I DRAI \ l\ca,==="<::(-24\7.01) INV •. I ~==14 I 2'. ..-'v1t==--::UJ.~'lif,-~. I 1/111 ;~::; 's---->.;f!; p BFP. REFER TO PLUMBING PLAN SEPARATE BUILDING PERMIT FOR CONTINUATION % 16" .71 INV 251.46 BO SD l-"--+-~, Wl'G ) tt RE 252.80 INV 5 a:: w REMAIN I I I 23+00 (0 8 0:: r--:::E w ... w :::,; . - I I \ w 0 0 "> ~ ~ \ ~-------- (@) @ @ @ ® @ CL.fANOUT. PER CllY OF CARLSBAD STANDARD DRAWING S-7. GATE CAP SHALL BE LABELED STORM DRAIN. PERFORATED PIPE. SIZE PER PLAN. PRECAST CONCRETE CATCH BASIN. JENSEN PRECAST PRODUCTS OR APPROVED EQUIVALENT. SIZE AND GRATE BEARING lYPE PER PLAN . lRENCH DRAIN. ACO KLASSIKDRAIN KS100 OR APPROVED EQUIVALENT. FOOTING DRAIN PER DETAIL 7, SHEET 9. PLANTER DRAIN PER DETAIL 9, SHEET 9. DOMESTIC WATER @ BACKFLOW PREVENTION DEVICE PER CARLSBAD MUNICIPAL WATER DISlRICT STANDARD DRAWING W-6. @ THRUST BLOCK PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-19/W-19A. BEARING AREA PER PLANS. 10-J0-2J REPLACE DEMOLISHED 8"x8"x6" TEE AND THRUST BLOCK WITH NEW 90-DEGREE 8"x6" REDUCING ELBOW AND NEW FIRE HYDRANT ASSEMBLY PER CMWD STANDARD DRAWING W-17. NOJE; NOJE: FOR TRASH CAPTURE DEVICE LOCATIONS, REFER TO SHEET 8. NOJE: IRRIGATION WATER METER, LINES AND APPURTENANCES BY OTHERS. NOJE; ALL BMP'S PROPOSED AS A PART OF THIS PROJECT ARE TO BE INSPECTED BY THE ENGINEER OF RECORD AFTER INSTALLATION AND PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY. PRIOR TO THE INSTALLATION OF ALL STORM DRAIN AND SEWER MAIN LINE CONNECTIONS, THE CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE MAIN LINE. IF CONDITIONS DIFFER FROt.l THOSE ON THE PLAN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSlRUCTION UNTIL THE CHANGED CONDITION HAS BEEN EVALUATED. 700 South Flower Street Suite 2100 RCE __ _ REVIEWED BY: "AS BU IL T" EXP, ___ _ DATE JEFFREY B. GA VAZZA EXP. 12-Jl-25 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com INSPECTOR DATE 0 10' I SH~ET I CITY OF CARLSBAD ~ t-----+---+----------------1----+--+----+---1 ~ __ EN_G_IN_E_E_R_IN_G_D_E_P_A_R_TM_E_N_T __ ~ l___2_:___J 1-----+--+----------------f----+--+----+---I 1-----+--+----------------f----+--+----+---1 GRADING PLANS FOR: >-----+--+---------------+--------KINOVATE PRODUCTION FACILITY TI UTILITY PLAN 1-----+--+----------------f----+--+----+---I ~G=R2=02=3=-0=0=26====================: APPROVED: JASON S. GELDERT t-----+---+----------------1----+--+-------t---1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 201---~~f--~-+----------------+-----+--+---f-----l DA TE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A DA TE INITIAL DATE INITIAL SCALE: 1 .. =20 , ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO ~ I I ' =------ ; ~ I • k I , i I I I I I ,' ~ ••. ,. . :· .... '" f ' ~ I 1 I 1 I 1 I . 1 I ITEl/µ:.~/llbi;t!j 1 1 1 I I I I I I 1 1 I lil 8 .. I 1/; <,,1 ' ~ ~·~ ... ·~--~ '\~\ ""7 I I CAMINO VIDA ROBLE ~ __ _J 1111;¾/{!; /;~!/~. i;~l· !;' If//\\ irr/fa f//1;•~ 0 ~/' % /j TOP OF 18" SOIL LAYER EXISTING BUILDING OVERHANG. 1 STORMWATER IN THIS AREA i IMITS OF WATER QUALfTY/0100 ;J}JJJ/J)!! COLLECTED BY EX. ROOF DRAINS. ,;j /// ETENTION STORAGE VOLUME ;jj/ ~ 11 /J, . IMITS OF FREEBOARD ' 1;;1 • • 1111 • . • 11111 •• • 1111 :~i .. ~ .. d). . . . ") .. . . . •\· . ,. : . ~_..,_ . "'~,,, ... •/, •• '. • . : ,,, \r-, _ .... , .\, ,,, .. : ..... -,.: . ,·i.~ ~. l\ ·;;·':'".(,"a• .' • t , , : .• ,· .,,,,. . 1 r .·i •• • -• ..... -,,,.v '·. !\, • • ' /.,. ~ ·--~✓-',.-,-..., .o ·,·· ... •c.· r .• --\-'·.·. ;;:,-.• •·•·,•· .,, ·.'',;!~.-:-·. •.k\"'·=··"·.·:\, ... "r , .. • >·: .•.. ·• ~~-·~-···•,\i• .. '?':..-/_ ... _ • .... -~.-.· .•• •.•.. :. t • . ·<i-• ~~ _>/ Y,-.:~ •• •; / ... '. • 'Xi'N-"' • .... ·.;· .--✓•,/,,. ... '._.r:... ,,, ;. -<-ci.......,_..,___.~ .. /. //. ~•·.··,-.., ••.• '· ',• ' .•. ·.•.· . ,.,,.. /~ ~-· . ·\·,Ji,; .;: .• •• • • • • ;I' •• .. !. ;· . .• ;;:,' •. t·· .·,: .:. ._..>--~. '-,.:-··•·:•,·.j'.' ... ••. • . •/ ·.--• ...•. • ·\._-: .... :v: .J. ' . -· •• ··'r.•:'.··:?7-~:\ .. '•!. :;_>·.~· • .lf>:.9>¼1?' • . ·• .. 1· .-.\• 1" .:.,_· ....... ·• . . . -.:·•, ·,•.-;·. •\:: , .. ";?f~'.<,;', ;~"'-Y>YV •,.: .•~ •. ; ·•· • ··er-,--·•:.,.:.. • • ....:'",.'. ; •.• .• ··-.-. ' . .. •• .• ·•· •• ·' . ·, ;_-~-· ......... • .. • • :· ; • >}. •• •. ': ''. .'. .: ·,: :_ ~. ~-• ... '. .--:·,,. ·._.,·: :: /:· .. •• . .' ·:·:: .•• .. ·.: ._. •:. •.•.• ... "··.· .. > .• ., ·•., . < . ·.• : . ·. . • . , ' . ··-'L. • • \ ' • • • .:.-: • ;.>. ~: A .• .. t.:,>: .. '.•:~.•,·,'~; • • • .. ' . •. • •. < ••. '_. :• < -. . . -- • !11 . 1111 I/;; • 1111 7 /' t I {\ 1 5 8 II ass--.:..y--j/--11 -------------- I I I I I \ \ \ \ 10' SIDE SETB C ~ KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL 2" S UARE TUBING STORM WATER BMP CONSTRUCTION NOTES: R---R- -$- PARTY RESPONSIBLE FOR MAINTENANCE: NAME KINOVATE LIFE SCIENCES. INC ADDRESS 1935 CAMINO VIDA ROBLE CARLSBAD. CA 92008 RIDGE LINE POINT OF COMPLIANCE CONTACT: KAZUYUKI SANADA PHONE: {760) 435-7026 CONTACT: IGHOR SALVADOR PHONE: (760) 668-1731 CONTACT: YUKI TAKAHASHI PHONE: {76~0 668-3795 PLAN PREPARED BY: /ht:, ~ - NAME JEFFREY B. GAVAZ.ZA. P.E.'-7'//J -~~~===JL=--f-~-- COMPANY KPFF CONSULTING ENGINEERS SIGNATIJRE ADDRESS 700 SOUTH FLOWER STREET SUITE 21DO LOS ANGELES. CA 90017 PHONE NO. 213-418-0201 CERTIFICATION BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. LEGEND BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. 7. REFER TO GRADING PLANS FOR SPOT ELEVATIONS. ----LIMIT OF WORK PROPERTY LINE CONCRETE PAVING (IMPERVIOUS) AREA: 0.25 AC I : : : I I I BIOFILTRATION BASIN W/ NUTRIENT SENSITIVE MEDIA (PERVIOUS) AREA: 0.03 AC SYNTHETIC LAWN (PERVIOUS) AREA: 0.01 AC I I ~ ASPHALT (IMPERVIOUS) AREA: 0.09 AC PERMEABLE PAVERS (PERVIOUS) AREA: 0.17 AC I I I I BMP TABLE WOOD DECK (IMPERVIOUS) AREA: 0.02 AC CONCRETE PAVERS (IMPERVIOUS) AREA: 0.03 AC BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * FREQUENCY HYDROMODIFICATION & TREATMENT CONTROL ~F-BIOFILTRATION • - ~ AREA _ BIOFIL TRA TION AREA BIOFIL TRA TION • AREA LOW IMPACT DESIGN (L.I.D.) PERMEABLE PAVERS SOURCE CONTROL © TRASH ENCLOSURE ® STENCILS ® RIDGE LINE ® EDUCATIONAL BMP SIGNAGE D NO DUMPING DRAJNS TO OCEAN --.-- TRASH CAPTURE BMP"s 0 PIPE II SCREEN TC-32 525SF 543-SA 8 QUARTERLY TC-32 370SF 543-SA 8 QUARTERLY TC-32 420SF 543-SA 8 QUARTERLY TC-32 130 SF 543-SA 8 QUARTERLY TC-10 7,500 SF 543-5A 8, 10 SEMI-ANNUALLY SC-C 1 EA. 543-SA 8 WEEKLY SC-F 12 EA. 543-SA 8 ANNUALLY SC-B 4EA. 543-SA 3,4,5,6,8 ANNUALLY TC-50 1 EA. 543-SA 8,10 QUARTERLY "' CHOOSE FROM THE LIST BELOW FOR COMPLETING THE FIELDS IN THE INSPECTIONS & MAINTENANCE FREQUENCY COLUMNS: SITE DESIGN BMPS PROVIDED: SD-B: DISPERSE RUNOFF FROM IMPERVIOUS AREA (DISPERSION AREAS) SOURCE CONTROL BMPS PROVIDED: SC-B: BERMS AND GRADE BREAKS SC-C: WIND PROTECTION SC-F: STORM DRAIN SIGNAGE MAINTENANCE* FREQUENCY SEMI-ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY ANNUALLY MONTHLY ANNUALLY ANNUALLY QUARTERLY ANNUAL SEMI-ANNUALLY QUARTERLY BIMONTHLY MONTHLY AS NEEDED NONE SD-I: PERMEABLE SURFACES SD-K: SUSTAINABLE LANDSCAPING NOTE: NOTE: STORM DRAIN STENCIL PER CITY OF CARLSBAD ENGINEERING STANDARDS STANDARD DETAIL DS-1. WEEKLY 1 TIME PER YEAR NOTE: UNDERLYING HYDROLOGIC SOIL GROUP TYPE D 2 TIMES PER YEAR 3 TIMES PER YEAR 4 TIMES PER YEAR NOTE: GROUNDWATER DEPTH >20' NOTE: EDUCATIONAL BMP SIGNAGE PER CITY OF CARLSBAD BMP DESIGN MANUAL, SECTION 8.2.2.1 AND CITY OF CARLSBAD BMP l<pff 700 South Flower Street Suite 2100 "AS BUILT" RCE EXP. DATE REVIEWED BY: C) ~-!"X12• EDUCATIONAL BMP SIGNAGE DESIGN MANUAL APPENDIX C, SECTION SC-G PER DETAIL 1, HEREON. Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com I SH~ET I INSPECTOR DATE CITY OF CARLSBAD m 0 10' 20' SCALE: 1 "=20' ENGINEERING DEPARTMENT 3 GRADING PLANS FOR: >------+--+-------------+---+----+-------KINOVATE PRODUCTION FACILITY TI DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2023-0026 APPROVED: ENGINEERING MANAGER DWN BY: __ _ CHKD BY: __ _ RVWD BY: SINGLE SHEET BMP EXHIBIT JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 PROJECT NO. PD2023-0016 DATE DRAWING NO. 543-5A Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLOJEFF GA VAZZA WIRE MESH ,{6) / TOP OF GRATE (TG) AS I '-J INDICATED ON PLAN -ffJ:~1 I ;~ c---------,3•~ ,-; /-: I LEGEND: CD GALVANIZED CAST IRON BODY AND GRATE AREA DRAIN. • in 0 2,500 PSI PORTLAND CEMENT CONCRETE PAD (PAD MAY BE EITHER ROUND OR SQUARE IN PLAN VIEW). G) OUTLET PIPE TO MATCH PIPE SIZE PER PLAN. 0 TOP OF DRAIN ELEVATION PER PLAN. ® FINISH GRADE PER PLAN. © DOME TOP WHERE INDICATED ON PLAN (SEE TABLE BELOW) SIZE TYPE ITEM DESCRIPTION MODEL NO. FREE AREA ISO IN) 12" DIA. DOME ZURN PLUMBING PRODUCTS Z121-VP-G 78 12" DIA. DOME JAY R. SMITH MFG. CO. 9 l PLANTER DRAIN DETAIL W/2 WIDTH SIZE PER PLAN "W" #4 BAR CONTINUOUS , \ - 0 ~-L (TYP.) \ F.L ELEV. PER PLAN \ o -0 + • IXl • ... NOTES: - 2675-G 53 1" BATTER TYP. 1/2" R TYP. BASE COURSE COMPACTED PER PROJECT GEOTECHNICAL REPORT SUBGRADE COMPACTED PER PROJECT GEOTECHNICAL REPORT 1. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED. 2. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 1 O' INTERVALS O.C. 8 I CONCRETE VALLEY GUTTER R.C.E. NO. 59894 EXP. 12-31-25 10-30-23 DA1E N.T.S. N.T.S. . ' • ARCHITECTURAL DRAWINGS . , . . .. , PERFORATED PVC DRAIN PIPE WATERPROOFING PER---+·-·_· ~--t •• I/CONTINUOUS 4• DIA. FREE DRAINING MATERIAL PER " WITH PERFORATIONS POINTED • • DOWN. JOIN TO COLLECTOR S.S.P.W.C. (2021 EDITION), • • • . .• PIPE PER PLAN (MIN SLOPE SEC. 300-3.6 . . . . .. / 0.5%). GEOTEXTILE FILTER FABRIC ----" L.AL· "MIRAFI 1::~INOURO~:u;:~~:: ---i"j;~°tt(:&-i l ... TRENCH OF N0.3 ,~1 .rJ' JL, COARSE AGGREGATE PER S.S.P.W.C., SEC. 200-1.4 FOOTING PER ----1 STRUCTURAL DRAWINGS J ' / FINISH GRAIDE PER PLAN 1/ •'(;· ; 7 l FOOTING DRAIN DETAIL WITH CONTINUOUS PERFORATED DRAIN @ NOTE: ci i .... "--0 z 0 ~ a:: 0 2.35" @ @ @ --0.45" AT TOP 0.9" AT BASE @ @ @ TAPERED EDGES - WHERE EXPOSED 1 SECTION A-A N.T.S. 1. DETECTABLE WARNING SURFACES SHALL COMPLY WITH CBC CH 118-705.1.1.3.1. THE MATERIAL USED TO COMPLY WITH THIS SECTION SHALL BE AN INTEGRAL PART OF THE DETECTABLE WARNING SURFACE. 2. DETECTABLE WARNINGS SURFACES SHALL A. BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A IN ACCORDANCE WITH CBC CH11 B-705.1.1.3.1. B. PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES IN ACCORDANCE WITH CBC CH 118-705. 1.1.3.2. 6 I TRUNCATED DOMES N.T.S. 5 ti: I.LI Cl ' "' -, •• d ,:1;,, . . SAWCUT CONTROL JOINT - TOOLED JOINT W/ '\_ 1/4" RADII EDGES ~ 1/4" MAX r PORTLAND CEMENT CONCRETE PAVING. • ' TOOLED CONTROL JOINT NOTES: 1. CONTROL JOINTS SHALL BE CONSTRUCTED PER S.S.P.W.C. 2. CONSTRUCT CONTROL JOINTS WITHIN 24 HOURS OF POUR. CONTROL JOINT FOR CONCRETE PAVEMENT NOTES: r #3 BARS AT 18" O.C. BOTH WAYS I '" , :JV J(,' Ir .Ai 1(:A ~ Ll(f{ ~ :JV o- 71 \',. \.._ \\. \\. J'--:;-:;' "\\. ·I/\''-.,.-'_...., /J , .. -'· <>v>>. . ·-</.. • •.. •./ • • : • r-- • ... • ... N 1· · ... •. ~./:\ . \?(',/, ...... 5. . . \_ L CONCRETE PAVEMENT --~ 95% COMPACTED CRUSHED AGGREGATE OR MISCELLANEOUS BASE COURSE 95% RECOMPACTED SUBGRAIDE 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS FROM THE PROJECT GEOTECHNICAL REPORT. 2. REFER TO ARCHITECTURAL PLANS FOR CONCRETE COLOR, PATTERN, TEXTURE, AND FINISH. 3. PROVIDE CONTROL JOINTS 10-FEET O.C. BOTH WAYS. 4 VEHICULAR CONCRETE PAVEMENT FOR LOADING DOCK 1'-8 1/2" WHERE ADJACENT WAILL OCCURS ~Ii a::r f----+-"----l / #4 CONT. --/ r APPLY CONTRASTING COLOR / 2• TO GROOVES AT EACH TREAD • ~ -2" CLR I l_l /~II __ _ r-v-::-~ ~ < d ~ . <1 1/a·· : ,l ,J ....__ -- N.T.S. N.T.S . SLIP-RESISTANT GROOVING DETAIL TOP OF TREAD PER PLAN SMOOTH BAR #4@18" O.C. (3 MINIMUM) #4 NOSING BAR (TYP.) PROVIDE 1 1/2" MIN. COVER // ISOLATION JOINT SEE DETAIL 8. SLIP-RESISTANCE GROOVING 18" PER DETAIL, HEREON. ""' / ~AVEMENT PER PLAN #4 @ 12"0.c. EA. '< .,.A I V, • . " _b... I WAY BEND AS REQ'D • . ~ . ; . . 0 A 1 1 ! PAVEMENT~ ~",,) ;-.; y I "" I PER PLAN , ~ • ::i,,-:: TYP. . /4 /2 (p I tl•1/ ~1, • • 'i' ~ ~; /1:~. NOTE: ISOLATION JOINT. SEE DETAIL 8 ~~ ~-1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. HANDRAIL DETAILS PER ARCHITECTURAL PLANS. 3 l 1YPICAL CONCRETE STAIRS ON GRADE N.T.S. 2 1 -ASPHALT CONCRETE PAVEMENT ~ 95% COMPACTED CRUSHED AGGREGATE OR MISCELLANEOUS BASE COURSE -95% RECOMPACTED SUBGRADE ASPHALT A.C. PAVEMENT TYPE CONCRETE (INCHES) VEHICULAR PARKING 3• HEAVY TRUCK TRAFFIC 6" NOTE: BASE COURSE (INCHES) 4" 5" RECOMPACTED SUBGRADE (INCHES) 2411 2411 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS FROM THE PROJECT GEOTECHNICAL REPORT. ASPHALT PAVEMENT SECTION • ... . • • ' , r CONCRETE PAVEMENT R=1/2" • 0 t, [> "· . I.LI ~ u, Cl ~ a:: ~ I THICKENED EDGE (TYP) NOTES: SUBGRAOE COMPACTED PER PROJECT GEOTECHNICAL REPORT. 1. ALL TREAD SURFACES SHALL BE SLIP-RESISTANT . 2. REFER TO ARCHITECTURAL DRAWINGS FOR COLOR, PATTERN, TEXTURE, ANO FINISH. 3. PROVIDE CONTROL JOINTS 5-FEET O.C. BOTH WAYS. CONCRETE WALK SECTION RCE __ _ 700 South Flower Street REVIEWED BY: Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com INSPECTOR "AS BU IL T" EXP, ___ _ DATE DATE N.T.S . N.T.S. t----t--+-------------+----l---l-----"'-----1 I SHgEET I CITY OF CARLSBAD ~ ~:::;:~.::;:===:::E:::N:::Gl::::N:::EE:::R:::IN:::::G:::::::D:::EP:::::A:::R:::::T::::M:::EN::::T::::::=~L.2.:_J==3=::: t----t--+----------------1----+---l-----1---1 GRADING PLANS FOR: t----+--+-----------+----1---1----1----1 KINOVATE PRODUCTION FACILITY TI CIVIL DETAILS t----t--+----------------1----+--+----1---1 ~GR=2=02:::3:::::-0:::0:::26==================! APPROVED: JASON S. GELOERT i------t--+-----------------11----+--+----1----1 ~EN::::G~IN=:EE~Rl::::NG:::::::MA:::N::::AG:::E::::R :;-;:::RC:::E:::::6:::3:::91::::2::::::::E:::XP:::IR=:ES:::::9:::'/:::;30:=1/::::;2~4=::::D:::A:::TE:::::::::::: OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO 18" OPENING REFER TO SDCDS GS-5.02 TW ~ . -~. . . ✓ 4· ✓ FL . lYP. NO. 8, 89, OR 9 AGGREGATE IN OPENINGS. MIN 3/16" JOINT SPACE. 2 3/8 IN. (60 MM} THICK PAVERS MAY BE USED IN PEDESTRIAN AND RESIDENTIAL APPLICATIONS. -- ------- CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN} . ~. 111 111 111 f--~~-~~~,~~J. • • I 111 111 I • 111 111 111 • • ,;,:_ 4. ic-. .,, : " • ~~ ~<c•-•~~·:~~!~ VALLEY GUTTER PER DETAIL 4 • 4 • • ' 8, SHEET 9, WHERE BEDDING COURSE 1 1/2 TO 2 IN. (40 TO 50 mm) THICK (lYP. NO. 8 AGGREGATE) . . 4 • 4 4 TC, WHERE APPLICABLE 5 WALL OPENING DEFLECTOR STANDARD MODELS (21-INCH) HINGED LID PLATE "U" CONFIGURATION ASSEMBLY~ Net Open Maximum Trash " Screen Screen Screen Screen Bypass ----Model Number Width1 Length2 Area3 Screen Treatment Storage Capacity7 Height Area4 Flow Rate5 Capacity6 .J,__ II ~! Model No. (in) lin) (ft) (ft') (ft') (ds) (yd') (ds) SUPPORT BWCPS·2112U 21 12 2.78 2.78 1.42 2.79 0.64 9.27 HOOPS -"" BWCPS-2118U 21 18 2.78 4.17 2.13 5.13 0.96 9.27 :t BWCPS-2124U 21 24 2.78 5.57 2.84 7.89 1.28 9.27 BWCPS-2130U 21 30 2.78 6.96 3.55 11.03 1.60 9.27 ~, BWCPS-2136U 21 36 2.78 8.35 4.26 14.50 1.92 9.27 WALL 7,i; ~"' llm onn,· ,o,d,.,d ctn ,;,,.; rr.o;cl sl,cs ,'ddltlrnol ;,ocdod ~d~ Saco m co~oTI ''"''" a,cilob'c 1 -;o"A'~<h"d ""'''''"""""'"''~'"'tinth,lmcmc,1 ,.,,,.,-i,,"'"' "" "'""'"""'~,-i,o ,/-BRACKET 2 -,, 'Sa=· Le,·,,f'' ;,•fw ,,,,I, •. , • .,,,_. dl»ea,;,,, <>I ,he "·••a '"' "'" "'"f"•.~<, ·w "".'""'·"" f'lr;e ·, ·••''''"~ ,,.,,",,l'~,-d~lvf,i,e"••.••"' '•' "" ",,.J"Sc•e~ "••) L"w _.,,,o,~ ,_·_,,,,.,., ;~ ,,,.,,.·"'" . • -,, "'"' ~,co Se<e<C '·"''" ,., ba,d o,' '"' '""'; Fcrlc·c,,-J '"'"· '"1h l.'1'' Ho~""'"'"'" M ,;~ ,~ "'"'" "" , ,m, "'"'" ,norl! « "''"""""«:•or o.oo,·• or ""'~'~"' ""·ooMi"''~,..,,~ "'" ''"''""' """ ,..,;,:·oo, ,•,;, ,•,o, ~»en,~ ~''" """· nor,~"· MTfR "', "'"'' '"'"' 1SF:•or ,,: ""'" e ,,"1,~, ,t.,,.,.c,µ,,"'r' a•.,1 .. , ,-ca1<hl•«s"""'' H' ... ,•s.N , ,d,no,.,n,c.>.sh ,,.ld ·1lS ''""""'"'·;no,·o sc,-,,,10.,,.1,1 e,rr, ert,,.c,Lcl, ~,,,,..,;i,.~d,rr~, ,1 ,,rk, f •. ,, """•·'""''""'"""'' , ,e "s•,~,s Lara,.,,,• ass<'ne<• ,oa,-om '·''""''°"'"''"" ate•.•, <a,•··• ,r,t, ,.c,,~· of '" oh, e•,o,s;(>,ac·,,. ~ lhaN ~ ,-,he ~at,• ,-·,I at,·.~ .e., ,.,.. d t·,e sm,ea 24.50 0 CONNECTOR 21.00 ~ PIPE -PERFORATED MESH -'~ -~' SCREEN "-... __ .• . . . .. . ISOMETRIC VIEW -CPS/DEFLECTOR PLATE . ' •. • .. ' .. ' • 1:· . . • .. . 1 •. . . . SCALE: NTS . ,. , . . ., 7 NOTES: CATCH BASIN 1. ALL COMPONETS SHALL BE MANUFACTURED FROM WALL 10.75 GRADE 304 STAINLESS STEEL. 2. PERFORATED MESH SCREEN SHAL L BE l 4GA. 304 CPS STAINLESS STEEL. 3/16" (5MM) MAX HOLE SIZE. 45% MINIMUM OPEN AREA. 3. THE DEFLECTOR PLATE ASSEMBLY MAY BE TOP SECTION VIEW -CPS/CATCH BASIN NECESSARY FOR APPLICATIONS WITH FLOW SCALE: NTS ENTERING DIRECTLY ABOVE THE CPS. TITLE: NAME DATE ~UII\ DRAWN m, 01/17/2020 CONNECTOR PIPE SCREEN CH[CKCO "M 01/24/2020 f -~ Bright Water ENG APPR CMK Cll/24/2010 MFGAPPR rn, 0)/1)4/}070 ~~'•,~~ II u II CONFIGURATION "' MAH DZ/06/2020 if' ~'.:I': UNLESS OTHERWISE 5PECIF1£D: P.O. Box 85430 I San Diego, California 92186 I (619) 821-1558 OIMENSIO,\JSARE IN INCHES www.wearebrightwater.com TOLERANCES SIZE DWG. NO. REV SCALE: I :12 DO NOT SCALE DRAWING! rnsa 304 STAINLESS STEEL FRACTIONAL! 1/32 1-"jijf()PRIETARV -AND -C□riiFIDENTIAL ANGUI.AR: MACH:!: □.5 l)fG REND ! I .Cl l)EG A BWCPS-U-0001 A THf INFORMATIOI\I (ONTAll\l m IN THI'; DRAWING I'; THE <;OLf PROPfRTY OF BRIGHTI.IVATl'R. ANY T\NO PLACE DECIMAL :!: 0.30 SHEET I OF 5 REPORODUCTION IN PART OR AS A WHOLE INITl-iOUTTHE WHEEI\I PERMISSION OF BRIGHT\l.'ATER IS PROHIBTEO THKE'E ~L.An IJECIMAL ± O.UZO 5 T 4 I 3 2 6 TRASH CAPTURE BMP • • , APPLICABLE. WIDTH PER 4 N.T.S. •. PLANS GRADE PER PLANS CONCRETE GUTTER PER PLANS NOTES: MIN. 6 IN. (150 MM) THICK NO. 2 STONE SUBBASE NONWOVEN GEOTEXTILE ON SUBBGRADE PER DESIGN ENGINEER 1. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. 2. NO. 2 STONE MAY BE SUBSTITUTED WITH N0.3 OR N0.4 STONE. N.T.S. 3 PERMEABLE PAVERS N.T.S. 2 TOP OF PAVEMENT TOP OF PAVEMENT " ' # 4 REBAR ANCHORING RODS ' .:_·<,; .. .. ' ' " ' ~-- ., ' ' . cl # 4 48" '' ' COUNTERSINK REBAR 1" lYP. . ·• ' c.. co ~ z "' ' N . .. ' ' ' ' c REBAR ANCHORING RODS 4 4' LONG REINFORCED PRECAST WHEEL STOP " ' ' ' I • ' s· 00 z -':! • N - N.T.S. 6" FREEBOARD CLEANOUT. (PLACE ROCK AROUND PIPE) 12" FOR BMP "BF-2" 3" PR MULCH IMPERMEABLE MEMBRANE --t-~ 30 MIL. MIN. 18• ~ ENGINEERED SOIL • I j 6" WASHED PEA GRAVEL~~-----i:-o-o=oo-:1 1 12· !" CRUSHED ROCK (WASHED) j IMPERMEABLE MEMBRANE 3" MIN I 6° ; PVC PERFORATED PIPE (PERFORATIONS DOWN). SINGLE CONNECTION TO CATCH BASIN AT ORIFICE PLATE. lYPICAL BIO-FILTRATION SECTION DA TE INITIAL MIN 6" (lYP} ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT GREATER a THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED. ( ' INFLOW PIPE _,_ __ ORIFICE DIAMETER (DIA) ce==l=0=='~ SIZED PER TABLE HEREON. ¾" DIA HOLE {lYP) fil!IE:. 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING. 2. BASIN PERFORATED PIPES TO HAVE SINGLE CONNECTION TO CATCH BASIN AT ORIFICE PLATE. STAINLESS STEEL BOLT • 4 • 4 BIOF1L1RATION INFLOW PIPE AREA DIA. BF-1 6" BF-2 6" BF 4 s· BF-5 6" FLOW CONTROL ORIFICE PLATE BIO-RETENTION LANDSCAPING DESIGN AND PLANTING PER LANDSCAPE PLANS 12" WATER QUALllY VOLUME FINISHED GRADE OF BASIN ELEVATION AS SHOWN ON PLAN 0.5" 0100 FLOOD CONTROL DETENTION VOLUME FOR BMP •sF-211 PROVIDE PLATE WITH 15.85" DIAMETER ORIFICE FOR 0100 FLOOD CONTROL FOR BMP "BF-2" ONLY. SEE DETAIL 2 HEREON GASKET PLATE STAINLESS NUT 4 HYDROMOD. WlW fl CONTROL ORIFICE DIA. "'' 0.31" ----- 0.43" 15.85" 0.40" ---- 0.21" ------------ 24X24 PRECAST CONCRETE CATCH BASIN. JENSEN PRECAST PRODUCTS OR APPROVED EQUIVALENT. ELEVATION SHOWN ON PLAN. HEADWALL PER PLAN OUTLET 4" ABOVE FG OF BASIN 1~---IMPERMEABLE MEMBRANE 30 MIL MIN. NOTES: N.T.S. 0 0 0 0 0 0 1. BIORETENTION ENGINEERED SOIL LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. HYDROMODIFICATION FLOW CONTROL ORIFICE PLATE SEE DETAIL 2 HEREON THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. IMPERMEABLE MEMBRANE 30 MIL MIN. OUTLET PIPE TO STORM DRAIN INVERT AND SIZE PER PLAN N.T.S. "AS BU IL T" l<pff RCE EXP. DATE 700 South Flower Street Suite 2100 REVIEWED BY: Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com INSPECTOR DATE ~ CITY OF CARLSBAD m 0 ENGINEERING DEPARTMENT 3 GRADING PLANS FOR: KINOVATE PRODUCTION FACILITY TI CIVIL DETAILS GR2023-0026 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DA TE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. DRAWING NO. J£FF GA VAZZA R.C.E. NO. 59894 EXP. 12-Jl-25 10-J0-2J DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: ---PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REO/JIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK {YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: TERRY SMITH FROM: KCS ME"ST AT (323)961-1822 OR JACOB CAMERENA FROM:KCS ME"ST AT (323) 244-0059 . 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. All REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE {5} DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL 8£ UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST 8£ INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST 8£ INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "ME"ATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL ME"A THER SERVICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES. GRADING SHOULD 8£ PHASED. IT MAY 8£ NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAY.S. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS.MlI sumCIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE {3} DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP ltQRK NOTICE OR OTHER ENFORCEMENT ACTION. 19. All TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED ME"EKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%; AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST 8£ SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "ME"A THER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "Mf"ATHER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA Y.S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8 HYDROSEEDING AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 All SLOPES THA T ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SY.STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SY.STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SY.STEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. 3/bs PER ACRE OF AL Y.SSUM (CARPET OF SNOW) f. 1 /2 lb. PER A CR£ IF DIMORPHOLECA g. ITEMS C, d, e, AND f OF THIS SUBSECTION MA y BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEEDING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACR£ TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £ HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RE/EASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DA Y.S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs " -" " .'! -:§ :§ -" " -co "' 0 <O to <D -co " "' " u u C .s "' E C E " '! -0 :, :, :2 "E: 9-" 0 0 § -..:0 ..:0 -co <D <D -::,, -co "' "' k ~ .s ~ :, C' "' -~ 0 C <D <D "' "' "" ',; t7 0 C "' <D o-"' 0 c3 Q <D .s E "'° " u, " k k "-' <O ·"' ~--Best Management Practice• <D ~ .s 0 en k ('.) <D ~ C "' O; "' 2-0 <D 0 <O i <D 0 --o-C O; "' s, >-'= 0 .s Uk () -:2 ~ .s "' -C "'VJ C E O; <D O; en O; "' to "' ~ -co "' ::,, C <D C C "" ~ (BMP) Description ➔ <O u 5 "' .'!! 0 C " C Cl :::, <D "'"' "' "' "' 0 0 s, " ~~ " ~ C: C: ~ <D :, ~ Cl.) k u -0 k 0 0 "' 0 <D ~ ~ " E '" E ',; = C Cl en VJ·-O; a:.;:; () "' D.Q O; <D O; <O -::,; Cl c,; Cl C E 1; 0 :§~ ] = 0 <D -"' <D Q: 0 ~ gJ u <O .5!:: .s k-k CC "' x 0 ~ oi -:, -0 E :S ::::; 3:: 1.._:.;:; c,;-2i Q Q 2 "' to '" <D '" '"·-0 <D " ::S _£ <D .§ -" "' :, :.a OJ ·-to " 0 0 C k 0 -" " 0 ts 0 b o "' -k -0 k > " k- -0 " <D u ·s ~ 0 ·-0 <bk <D u :3: ~ Q) -~ ~ 0 0 k 0 g. -to "' <D 0 "'u C: 0 0 0 k -2 0 -o --c: <O -0 -0 i § N C C: C k X <D ~ 0 k = <D -c: ~ k .:Co 0 -k -O; ~ct 0 Q 0 S'. G o_ 0 -QO 0 0 O 0 Q Lu :r: (') Lu Cl Vi VJ V, (.) (') VJ s VJ VJ Q_ VJ .s VJ Q: o_ a Q_ "' VJ ::,; VJ VJ(.) VJ ::,; :r: ::,; ()::,; CASQA Designation ➔ °' " " CQ °' -"1 " CQ a °' "1 " CQ -°' "' -s-"' co CQ --'i-"' co --I I I I I I I I I I I I I I I I I I I I I I I I I I I () u () () u () Lu "-' "-' "-' Lu Lu "-' Lu 2= 2= VJ VJ VJ VJ i i i i i i i Construction Activity "-' "-' "-' "-' "-' "-' VJ V, VJ VJ VJ VJ VJ V, < < < < X Grading/Soil Disturbance X X X X X X X Trenching/[ xca vo t ion X X Stockpi/inq X X Orillinn !Barino X Concrete/Asphalt Sawcutting X X Concrete Fla/work X X Paving X X X Conduit/Pipe Installation X X Stucco/Mortar Work X X Waste Disposal X X X Stoqina/Loy Down Area [auioment Maintenance and Fuelina X X Hazardous Substance Use/Storoqe Dewatering Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Tobie is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. J. Refer to the CASQA cons/ruction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND DESCR/P TION EC-10, VELOCITY DISS/PA TION SE-1, SILT FENCE SE-5, FIBER ROLL SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCTION ENTRANCE NS-8, VEHICLE AND EQUIPMENT CLEANING NS-9, VEHICLE AND EQUIPMENT FUELING NS-10, VEHICLE AND EQUIPMENT MAINTENANCE H-M-1, MATERIAL DELIVERY AND STORAGE H-M-2, MATERIAL USE H-M-5, SOLID WASTE MANAGEMENT H-M-9, SANITARY/SEPTIC WASTE MANAGEMENT EC-4, HYDROSEED NAME OF PREPARER: ..EFFREY B. GAVAZZA SYMBOL a, -* o=•=o NS-8 NS-9 NS-10 H-M-1 H,1,1-2 H,M-5 H,1,1-9 EC-4 QUALIFICATION OF PREPARER· REGISTERED CIVIL ENGINEER QUANTITY 1,120 LF * - 48 EA 2 EA OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES. COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. Rtz1nl'h1)"~HADA, DIRE:r:roR 10-20-23 DATE VICINITY MAP CITY OF OCEANSIDE HIGHW,l,.Y 78 PACIFIC OCEAN ~ ~ ~ L....r-.._l'=-~-4 '-\. -CITY OF ENCINITAS .,,--- APN:_~2=u~-=~=2--1=B~-o=o ________ _ SITE ADDRESS: 1935 CAMINO VIDA ROBLE, CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 37,000 S. F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFI~ SOIL/GRAVEL PILES, UTILITY TRENCHES. BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION TllREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: □ HIGH IXI MEDIUM OWNER/APPLICANT: NAME: KINOVA TE LIFE SCIENCES, INC. ADDRESS: 501 VIA DEL MONTE, OCEANSIDE, CA 92058 CONTACT: KAZUYIJKI SANADA TELEPHONE NO.: (760) 435-7026 CONTACT: IGHOR SALVADOR TELEPHONE NO.: (760) 668-1731 CONTACT: YUKI TAKAHASHI TELEPHONE NO.: (760) 668-3795 EMERGENCY CONTACT: NAME: TERRY SMITH, SUPERINTENDENT ADDRESS: 250 EAST 1ST STREET, SUITE 600, LOS ANGELES, CA 90012 TELEPHONE NO.: (323} 961-1822 NAME: JACOB CAMARENA, SUPERINTENDENT ADDRESS: 250 EAST 1ST STREET. SUITE 600, LOS ANGELES, CA 90012 TELEPHONE NO.: {323} 244-0059 "AS BU IL T" l<pff RCE EXP. DATE 700 South Flower Street Suite 2100 REVIEWED BY: Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com INSPECTOR DATE ~ CITY OF CARLSBAD m ENGINEERING DEPARTMENT GRADING PLANS FOR: ADDRESS: 700 SOUlH FLOWER STREET, SUITE 2100 LOS ANGELES. CA 90017 >------+--+-------------+---+----+-------KINOVATE PRODUCTION FACILITY TI TIER 2 SWPPP GR2023-0026 PHONE NO: '>!J, 213-418-0201 :?la ~GNA:Ji C59894 R.C.E:./CE:ffr. NO. 12-31-25 10-30-23 UC. EXP. DATE: DATE: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO I I I I I I I I 1$ I 'I I I 1.J7 :,__ ,, ' '1(j "''-Cc / / / 49 fr; 252. """' =',-ft- ' • I I I 252.06 TC 251 .61 FL 251 .75 EG 252,25 TC 251.78 FLG 251 .BB E 25" 1 252.73 TC E l : f 252.30 FSA I. I 252.97 TC 252.54 FSA LI ,;'i 252.80 NG >-LL E4 I I I I L 252. B4 FSA 'I. 252.99 FSA ,. 25J.29NG ~ 253.43 TC I j 11 I w ~~ ~~~~--- I IBBON GUTTER 2~ 1.24 FL ,e 1-·34 EC W 2( '.33 EGE :; \-2.42 FL :; 12.52 EG 'II :; r2.53 EGE 25J .48 C 253.10 FSA --= -- LA ,. ,, ,. • •' • ,, ,, ASPH 253.74 TC 253.30 FSA ,,,,,, 253.B9TC ~ :,'.;l 253.45 FSA 3.BB TC g[i' 253.52FSA ,-254 .DO TC ---: 253.53 FSA /\SPli 254.23 TC 253. 77 FSA 254,34 TC ,<S; 253.90FSA 11JC'< =-------- ""N62'20 4B"W 209 411 - ,· 0.65' II ~~ ~~ « :,:;i :,'.;l LI me c, 254 70 FSC 25 .65 i>C CONC TILITY VAULTS ,-------- "' CDNC SIJK I [~~27TC ~ .79FSA r,/l;;" {.) ifi0 1· 255. 18 TC 254. 75 A 255. 11 G A ~ "-~ I--lLZ f-l /11~ <om >m-.,-;..,:.,j n tG~ . ~~ "'/~"' ~~" ~=~~cc ------ '2B 3B' W 1R r-- j KINOVATE LIFE SCIENCES INC 1935 CAMINO VIDA ROBLE BLDG. FOOTPRINT, 29,170 SQ.FT. APN: 212-092-18-00 \ \ wz -=-' en" i:.:,.:i_«>,~ Jc : nil' 1 ----,-1 mo • --LL I L ASPH ~ 0 TC Ji) 25 70 FL 25 •r EC LA 254.90 TC z54.38 FSA 254.85 NG L~==\I FD LT&T 'RCE 29375: SURVEY PERFORMED B DATED 10/01/2021. THOMA: 194: 255.02 TC 111;.1~'-,,,"~~,,::-h;a"";iir,"r·'~ti • \ I 254.52 FS/1.\~~ "\ -s;'i. 254.82 NG :-~: I eCZ ASPH ,_ \ \,.&:f/X.''z',"" 25' G ----------------',,'\1,-=ol! C C 7.':l- " '1,<:,":l~ ~ -w o· .;,, "ii, ""¼' '¾Hr".'\\\\''-4',,fl,;I.I. 25a ,sa. "'" -NN ~~~ f-lyi u;:;!i ~"'" f-LL -<C ,,, co "',- ~ ": "'"" ~i ~ :#.J A< ~~ / ,, ,,, ""' C: f:;'lf;l ;,; ;i;@ ~~~ ~ ,,, UST CONTROL NOTES: ' 1 . /I / 254.54 TC 254.04 FL 254.17 EC \l;·.~6~G~~~cM< , cf -Ye, JEFFREY B. GA VAZZA CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" 12" MIN. UNLESS OTHERWISE J SPECIFIED BY A SOILS ENGINEER ORIGINAL GRADE FILTER FABRIC SECTION NOTES: 1. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. 3. IF A WASH RACK IS INCLUDED, A SEDIMENT TRAP OF SOME KIND MUST ALSO BE PROVIDED TO COLLECT WASH WATER RUNOFF. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE. STREET MAINTENANCE NOTES 1. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. 12" MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER GEOTEXTILE FILTER FABRIC CRUSHED AGGREGATE (3"-6" DIA. STONE) 2. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. 3. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM 3 STABILIZED CONSTRUCTION ENTRANCE GRAVEL BAG DROP INLET W/ GRATE-~ SIZED PER PLAN FILTER FABRIC ORIGINAL GRADE SECTION so· 10'R MIN. TYP. 24' Ml CORRUGATED STEEL PANELS N.T.S. 2 BAGS HIGH AND STAGGERED ROWS OF GRAVEL BAGS (12" MINIMUM WIDTH & 12" MINIMUM HEIGHT) FILTERED WATER 1. PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE. (MESH OPENINGS NOT TO EXCEED 1/2" x 1/2" WIRE) 2 PLAN SECTION 2. PLACE FILTER FABRIC OVER WIRE MESH. 3. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH (12" MINIMUM DEPTH OVER THE ENTIRE INLET OPENING). 4. BAG MATERIAL: BAGS SHOULD BE WOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES/YD', MULLEN BURST STRENGTH EXCEEDING 300 LB/IN' IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D4355. GRAVEL OVER ENTIRE WIRE MESH WITH FILTER FABRIC5. BAG SIZE: EACH GRAVEL -FILLED BAG SHOULD HAVE A LENGTH OF 18 IN., WIDTH OF 12 IN., THICKNESS OF 3 IN.,. AND MASS OF APPROXIMATELY 33 LBS. BAG DIMENSIONS ARE NOMINAL, AND MAY VARY BASED ON LOCALLY AVAILABLE MATERIALS. 6. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0 INCH CRUSHED ROCK, CLEAN AND FREE OF CLAY, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL, OR OTHER SUITABLE OPEN-GRADED, NON-COHESIVE, POROUS GRAVEL. 7. USE PYRAMID APPROACH WHEN STACKING BAGS. 8. LEAVE GAP OF ONE BAG ON TOP ROW TO SERVE AS SPILLWAY. STORM DRAIN INLET PROTECTION N.T.S. 1 MAXIMUM SHEET FLOW LENGTH NOTES: SLOPE INCLINATION (FOR SLOPE INTERRUPTION) 1. BAG MATERIAL: BAGS SHOULD BE WOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES/YD', MULLEN BURST STRENGTH EXCEEDING 300 LB/IN' IN CONFORMANCE WITH THE REQUIREMENTS IN ASTIM DESIGNATlbN D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D4355. 2. BAG SIZE: EACH GRAVEL-FILLED BAG SHOULD HAVE A LENGTH OF 18 IN., WIDTH OF 12 IN., THICKNESS OF 3 IN., AND MASS OF APPROXIMATELY 33 LBS. BAG DIMENSIONS ARE NOMINAL, AND MAY < 4:1 (H:V) 4:1-2:1 (H:V) > 2:1 (H:V) • FIRST ROW NEAR SLOPE TOE •20· *15' *10' VARY BASED ON LOCALLY AVAILABLE MATERIALS. STAGGERED 3. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0 INCH CRUSHED ROCK, CLEAN AND FREE OF CLAY, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL, OR OTHER SUITABLE OPEN-GRADED, NON-COHESIVE, POROUS GRAVEL. 4. TURN THE ENDS OF GRAVEL BAG BARRIER UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND BARRIER. 5. USE PYRAMID APPROACH WHEN STACKING BAGS. GRAVEL BAG BARRIER EROSION CONTROL NOTES: @ PROVIDE INLET PROTECTION PER DETAIL 1 HEREON. @ PLACE GRAVEL BAGS TRIPLE ROW PER DETAIL 2 HEREON. @ STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 3 HEREON. @ SILT FENCE PER DETAIL 1, CASQA SE-1. 10-30-23 EXP. 12-31-25 700 South Flower Street Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com RCE ___ _ REVIEWED BY: INSPECTOR ~ MIN. "AS BU IL T" EXP ____ _ DATE DATE I c., ::,; -::, I ::,; (/) -c., z <C ::,; ID "' N.T.S. C ~ DUST SHALL BE CONTROLLED BY WATERING AND/OR APPLYING A DUST PALLIATIVE. THE DUST PALLIATIVE SHALL BE APPLIED IN THE AMOUNT AT THE LOCATIONS AS DIRECTED BY THE ENGINEER. 2. WATER FOR DUST CONTROL SHALL BE APPLIED BY MEANS OF PRESSURE TYPE DISTRIBUTORS OR PIPE LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES WITH NOZZLES THAT WILL ENSURE A UNIFORM APPLICATION OF WATER. --------------------,,---+--+----~~c_rT_EN_1_IN_£_1_IN_G_~_E¾_AR_RT_~-~-~-A_0----,m 'l.~ /. ,, ~ /7/~! 3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES, AT LEAST ONE MOBILE UNIT WITH A MINIMUM CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR APPLYING WATER. GRADING PLANS FOR: KINOVATE PRODUCTION FACILITY TI EROSION CONTROL PLAN GR2023-0026 , "" ,, /~ G~ •" ~"i 4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE SITE SHALL BE ' " ,SA ' #JT ·\-:=:=:;1 COVERED AND SPRINKLED PRIOR TO ENTERING PUBLIC STREETS. ~g!,, ",:, c' ,,,:;;;~. ______ r ~ ~ ~ c':::=:~,5-PROVIDE FOR WET SUPPRESSION OR CHEMICAL STABILIZING OF EXPOSED t----+-----+-----------------+-----+---+----+----1 """ e~~ -' ~ SOILS. APPROVED: JASON S. GELDERT ].!ltl)tl'l :{i[?Jfi "'"" "'"""' 0 10· 20· ----- SCALE: 1 "=20' -... 6. PROVIDE FOR RAPID CLEAN-UP OF SEDIMENTS DEPOSITED ON THE PAVE_l-~~+=~1-----------------+--+----l---+---I ROADS. DA TE INITIAL 7. LIMIT THE AMOUNT OF AREAS DISTURBED BY CLEARING & EARTH MOVING ENGINEER OF WORK OPERATIONS BY SCHEDULING THESE ACTIVITIES IN PHASES. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL OATE INITIAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024 JN/JKLO SPECIAL INSPECTIONS AND TESTS: SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF THE CBC. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT INSPECTORS FURNISHED BY THE OWNER. THE SPECIAL INSPECTORS SHALL SUBMIT THEIR QUALIFICATIONS TO THE CM&I INSPECTOR AND HAVE THEM APPROVED, PRIOR TO PERFORMING ANY SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CM&I INSPECTOR, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS UPON COMPLETION OF EACH PHASE OF WORK LISTED ON PLANS. ANY UNCORRECTED DEFICIENCIES, IF NOT CORRECTED BY THE CONTRACTOR WITHIN A REASONABLE TIME, SHALL BE STATED IN THE REPORT. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE CM&I INSPECTOR UPON COMPLETION OF ALL WORK. 1. STEEL A. PLACEMENT OF REINFORCING STEEL. PERI ODIC INSPECTION . 2. CONCRETE A. VERIFY US E OF REQUIRED DESIGN MIX. PERIODIC INSPECTION . B. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SL UMP AND AIR CONTEN T TESTS , AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINU OUS INSPECTION. C. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES PER IODIC INSPECTION. D. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENS IONS OF THE CONCRETE MEMBER BEING FORMED. PERIODIC INSP ECTI ON . E. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHN IQUES. CONTI NUOUS PLACEMENT. 3. MASONRY A. VERIFY COMPLIANCE WITH APPROVED SUB MITTALS. PERIODIC INSPECT ION. 4. SOILS A. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPAC ITY. PERIODI C INSPECTION . B. VERIFY EXCAVATIONS ARE EXT ENDED TO PROPER DEPTH AN D HAVE REACHED PROPER MATERIAL. PERIODIC INSPECTION. C. PE RFORM CLASSIFICATI ON AND TESTING OF COM PACTED FILL MATERIALS. PERIODIC INSPECTION . D. VERIFY US E OF PROPER MATERIALS, DENSITIES , AN D LIFT THI CKNESSES DURING PLACEME NT AND COMPACTION OF COM PACTED FILL CONTINUOUS IN SPECTI ON . E. PRIOR TO PLACEM ENT OF COMPACTED FIL L, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. PERIOD IC INSPECTION. CONCRETE: 1. ALL CONCRETE SHALL BE MACHINE MIXED, CONFORMING WITH AC l-613. ALL CEMENT SHALL COMPLY WITH ASTM C-150, TYPE IIN. 2. ALL CONCRETE MATERIALS SU BJECT TO TEST BY AN APP ROVED TESTING LABORATORY. ONLY TESTED CEMENT SHALL BE USED. 3. MAXIM UM CONCRETE AGGREGATE SIZE SHALL BE 1" UNLESS NOTED OT HERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO THE SP ECIFICATIONS FOR A. CONCRETE AGGREGATES (ASTM C33) B. LIGHTWEIGHT CONCRETE AGGREGATES (ASTM C330) 5. CO NCRETE STRENGTH AT 28 DAYS & TYPE (U.N.O.): A. FOOTI NGS= 4,000 PS I RETAININ G WALLS = 3000 PS I B. SLAB-ON-GRADE = 4,000 PS I C. MISC ELLANEOUS= 4,000 PS I 6. SUBMIT CONCRETE MIX DESIGNS WITH BACK UP TE ST DATA AS REQUIRED BY ACI 318 TO ENGINEER FOR APP ROVAL. 7. LOCATE CONSTRUCTION JOINTS, CONTROL JOINTS, AN D EXPANSION JOINTS AS SHOWN ON THE PLANS AN D SECTIONS. 8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH AC I GUIDELINES. 9. NON-SHRINK GROUT SHALL CONFORM TO ASTM C109, CEMENTITIOUS, NON-METALLIC, ATTAINING A COMPREssrvE STRENGTH OF 6,000 PSI AT 28 DAYS . 10. CONCRETE SHALL HAV E WATER-CEMENT RATIO OF 045 OR LESS (U.N.O.). 11 . CONTRACTOR SHALL REMOVE DIRT, DEBRIS, AND LAITANCE FROM HARDENED CONCRETE SURFAC ES PRIOR TO PLACEMENT OF NEW CONCRETE AT CONSTRUCTION JO INTS. 12. COL D-WEATHER CONCRETE: A. CONC RETE STRENGTH AT 28 DAYS SHALL BE 5,000 PSI MIN. B. CONCRETE SHALL HAVE A WATER-CEMEN T RATIO OF 040 OR LESS. C. NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE 1". D .. CONCRETE SHAL HAVE 6% AIR CONTENT +/-1-1/2% E. TH E QUANTITY OF POZZOLANS, INCLUDING FLY AS H AN D SILICA FUME , AND SLAG SHALL NOT EXCEED THE LIMITS INIDCATED IN AC I 318 TABLE 4.4.2. RE INFORCING STEEL: 1. ALL STEEL REINFORCEMENT SHALL BE NEW STOCK INTERMEDIATE GRADE BILLET STEEL CONFORMING WITH AND TESTED ACCORDING TO ASTM SPEC IFICATION A-615, U.N.O. 2. USE REINFORCING BARS THAT ARE TO BE WELDED IN ACCORDANCE TO ASTM A 706 , GRADE 60 WELDING ELECTRODES SHALL CON FORM TO AWS A 5.5, E7018-X. 3. WELDED WIRE MESH SHALL CONFORM WITH AND BE TESTED ACCORDING TO ASTM SPECIFICATION A-185, OR ASTM A-497. 4. ALL BAR LAPS AND REINFORCING MARKED "CONTINUOUS" SHALL BE SPLICED PER TYPICAL REINFORCING DETAIL SCHEDULE FOR ALL HORIZONTAL AND VERTICAL RE INFORCEM ENT, UNLESS OTH ERWISE NOTED. SPLICE WELDED WIRE MESH 12" AT END LAPS AN D 6" AT SIDE LAPS, UNLESS NOTED OTHERWISE. 5. REINFORC EMENT SHALL BE FAB RICATE D ACCORDING TO THE DETAILED PROVISIONS OF THE MANUAL OF STANDARD PRACTICE FOR DETAI LI NG REINFORCED CONCRETE STRUCTURES, ACI 315. 6. WELDING OF STEEL REINFORCEMENT WI LL BE DONE ACCORDING TO AWS D1 .4-LATEST REIN FORCING STEEL WELDING CODE. ALL RE INFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTH ER INSERTS SHALL BE WE LL SECURED IN POSITION PRIOR TO POURING CONCRETE. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS , AND SHALL BE THE SAME SIZE AN D SPAC ING AS THE REINFORCING BARS DI RECTLY ABOVE POUR LINES FOR AL L VERTICAL REINFORCEMENT. 7 BAR COVERAGE (UNLESS OTHERWISE SHOWN): FOR CAST-IN-PLACE CONCRETE: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SO IL. FOR CONCRETE CAST AGAINST FO RMS, BUT IN CONTACT WITH SO IL OR EXPOSED TO WEATHER: 2" FOR FOUNDATIONS & COLU MNS 11/," FOR WALLS FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CON TACT WITH SOIL : 1" FOR SLABS & WALLS 11/2" FOR BEAMS & COLU MNS MASONRY: 1. ALL GROUTED MASONRY SHALL BE LAID IN RUNNING BOND. USE FULL BED AND HEAD JOINTS FOR BLOCK MASONRY WHERE ALL CELLS ARE FILLED SOLID WITH GROUT. ALL JOINTS SHALL BE SHOVED AND TOOLED. 2. THE COMPLETED MASONRY UNIT ASSEMBLY SHALL ATTAIN A MINIMUM SPECI FIED COMPRESSIVE STRENGTH, fm = 1500 PSI. 3. COMPLIANCE WITH SPECIFIED COMPRESSIVE STRENGTH OF MASONRY fm SHALL BE VERIFIED BY MASONRY PRIS M TESTING METHOD IN ACCORDANCE WITH TMS/ ACI. 4. ALL CONCRETE BLOCKS SHALL BE GRADE N-1 MEDIUM-WEIGHT, HOLLOW LOAD BEARING CONCRETE MASONRY UNITS , AND SHALL CONFORM TO STANDARD ASTM SPECIFICATION C-90 CONCRETE MASONRY UNIT DIMENSIONS SHALL BE AS NOTED. USE OPEN END UNITS AS REQUIRED AT VERTICAL REINFORCING. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT SHALL BE 2150 PSI. 5. CEMENT-LIME MORTAR SHALL CONFORM TO ASTM C270 , TYPE "S", CON FORMING TO TMS/ AC I. 6. LIME SHALL BE THE LAST MATERIAL ADDED TO THE MIXER. MAT ERIALS FOR MORTAR AND GROUT SHALL BE MEASUR ED IN SUITABLE CALIBRATED DEVICES. SHOVEL MEASURE MENTS WI LL NOT BE ACC EPTED. 7. PORTLAND CEMENT FOR MORTAR AND GROUT SHALL CONFORM TO ASTM C150, TYPE I OR II. USE OF MASON RY CEMENT OR PLASTIC CEMENT IS NOT PERM ITTED. 8. AGGREGATES FOR MORTAR AND GROUT SHALL CONFORM TO ASTM C144 AN D ASTM C404, COU RSE TYPE, RESP ECTIVELY. 9. GROUT SHALL CONFORM TO ASTM C476 , COARSE GROUT, ATTAININ G A MINI MUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS . 10. REINFO RCING STEEL SHALL CONFORM TO "REINFORCIN G STEEL" SECTION OF GENERAL NOTES UNLESS INDICATED OTHERWISE. 11. LAP REINFORCING STEE L AT SPLICES A MINIMUM OF 48 BAR DIAM ETERS, EXCEPT DOWELS IN FOOTI NGS AT BASE OF WALLS SHALL SPLICE A MINIMUM OF 72 BAR DIAM ETERS, UNLESS NOTED OTHERWISE . WH ERE MIN IMUM CLEAR DI STANCE BETWEEN BARS AT ADJACENT SPLICES IS 3 INCHES OR LESS, INCREASE LAP LENGTH 30 PERCENT UNLESS SPLICES ARE STAGGER ED AT LEAST 24 BAR DIAMETERS. 12. DOWELS FOR WALLS, COLUMNS, PILASTERS , AND PIERS SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCING STEEL, UNLESS NOTED OTHERWISE. SET DOWELS TO ALIGN WITH CELLS CONTAINING RE INFORCING STEEL 13. MINIMUM RE INFORCING STEEL CLEARANCES : A MINIMUM CLEARANCES BETWEEN REINFORCING AND OUTSIDE FACE OF MASONRY SHALL BE 2 INC HES. IN NO CASE SHALL CLEARANCE BE LESS THAN 2 1/2 BAR DIAMETERS . B. MINIMUM CLEARANCE BETWEEN REINFORCING AND IN SIDE FACE OF GROUT CELL SHALL BE 112 INCH. C. MINIMUM CLEARANCE DISTANC ES BETWEEN PARALLEL REINFORCIN G SHALL BE 1 INCH OR NOMINAL BAR DIAM ETER, WHICH EVER IS LESS. INCREASE TO 1 112 INCHES OR 1 112 TI MES NOMINAL BAR DIAM ETER , WHICHEVER IS LE SS, AT COLUMNS, PILASTERS , AN D PIERS ONLY. 14. GROUT SOLID ALL CELLS. MECHANICALLY VIBRATE GROUT IN CELLS A HOL D GROUT 1 112 INCHES BELOW TOP OF MASONRY UNIT AT HOR IZON TAL CONSTRUCTI ON JOINTS IF WORK IS STOPPED ONE HOUR OR LONGER. B. GROUT COVER SHALL BE 1 INCH MINIMUM ARO UND REINFORCING STEEL, ANCHOR BOLTS AN D INSERTS PENETRATIN G MASONRY SHELL: 1 INCH MINIMUM. 15. ALL STRUCTURAL STEEL BEARING POCKETS AND TH ROUGH WALL PENETRATIONS SHALL BE.SOLIDLY GROUTED AFTER STEEL ERECTION. SUBDRAINAGE 1. 2. 3. 4. PERFORATED-WALL PIPES AND FITTINGS A. PE RF ORA TED PLASTIC PIPE SHALL BE EITHER SMOOTH-WALL POLYVINYL CHLORIDE PLASTIC PIPE, CORRUGATED POLYVINYL CHLORIDE PLASTIC PIPE WITH A SMOOTH INTERIOR SURFACE, OR CORRUGATED POLYETHYLENE PLASTIC TUBING. 1. SMOOTH-WALL POLYVINYL CHLORIDE PLASTIC PIPE SHALL CONFORM TO THE REQUIREMENTS IN AASHTO DESIGNATION: M 278. PERFORATIONS A. PERFORATIONS PER ASTM F 758, SECTION 7.2.4., AND TABLE 5. 1. NPS 4: TWO ROWS OF PERFORATIONS. FITTINGS A. POLYVINYL CHLORIDE PIPE SHALL BE CONNECTED WITH BELLED ENDS, OR WITH SLEEVE-TYPE OR STOP-TYPE COUPLINGS CONFORMING TO THE REQUIREMENTS IN AASHTO DESIGNATION: M 278. POLYETHYLENE TUBING SHALL BE CONNECTED WITH SNAP-ON, SCREW-ON, OR WRAP-AROUND FITTINGS AND COUPLINGS CONFORMING TO THE REQUIREMENTS OF AASHTO DESIGNATION: M 252 ORM 294. SOLVENT CEMENTING OF JOINTS WILL NOT BE REQUIRED. GEOTEXTILE FILTER FABRICS A. DESCRIPTION: FABRIC OF PP OR POLYESTER FIBERS OR COMBINATION OF BOTH, WITH FLOW RATE RANGE FROM 110 TO 330 GALLONS PER MINUTE (GPM)/SQUARE FOOT WHEN TESTED ACCORDING TO ASTM D 4491. 1. STRUCTURE TYPE: NONWOVEN, NEEDLE-PUNCHED CONTINUOUS FILAMENT OR WOVEN, MONOFILAMENT OR MUL TIFILAMENT. 2. STYLE(S): FLAT AND SOCK. "DECLARATION OF RESPONSIBLE CHARGE" I HEREB Y DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. THIS DECLARA TTON IS APPLICABLE TO SHEET 13. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICA TTONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: THE AUS TIN COMPANY ADDRESS: 6410 OAK CANYON SU/1[ 150 CITY, STA 1[:·--"l~R=V/N=E~CA~---------- 1[LEPHONE: 949-451 -9944 BY: M. OMAR SHEIKH DA 1[: 01/24/24 (NAME OF ENGINEER) R.S.E. NO.:~S=5=58=2~ __________ _ REGISTRA TTON EXP/RA TTON DA TE:_9.z,/,""'3.,_nl"'-2"-4 ____ _ I 09/30/24 R.S.E. NO. EXP. 01/24/24 DATE' ~-~------'+,, ~-FINISH SURFACE ~ • ~ ~ I ;i/ PER CIVIL DWG. D D ~ ::;; #5 @ 16" o.c. -- FINISH SURFACE PER CIVIL DWG. D D D • D D D D D D '..-2 314" I) ; ~ / #5@8"' 0 .C. --~ D D , \ ~D~~D- .-, '-111~1 I I~ 11-11 F-:.-1 II [D D ~ ·~\111-J JI-D D D , D ' 2 I RETAINING WALL ' ' ,V V ~ FINISH SURFACE PER CfVIL DWG. I , I: .!.!I I l~.!.!1 l'1~ i 1. 12" CMU WALL ~~===at9'1-I I I- S"CMUWALL ,..,......._~_,,,,-#5@8"O.C. / -=1,1_,,,,-#5@16"O .. C. ' CONC FOOTING _;' 1 I RETAINING WALL /\,-LL.L_ ,v #5@ 16" O.C. '-V "" #6@8"O.C.~ '- l"'r-~"--...1'19 24" LAP SPLICE , ,, , , ' • "' ' i'o 8" ,, ,. #4@12" o.c. RCE __ _ 700 South Flower Street REVIEWED BY: Suite 2100 Los Angeles, CA 90017 0: 213.418.0201 www.kpff.com INSPECTOR "AS BU IL T" EXP ____ _ DATE DATE N.T.S. N.T.S. t----+---+----------------t---t----t----r----; ~~c_r_1_x_lN_P_E!_1N_G_~_E¾_AR_RT_~-~-~-A_D~m GRADING PLANS FOR: KINOVATE PRODUCTION FACILITY TI RETAINING WALLS GR2023-0026 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --PD2023-0016 543-5A RVWD BY: Docusign Envelope ID: 38837E78-B2B9-4590-84F8-EBCAC9DAD7CF 7/24/2024