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HomeMy WebLinkAboutDWG 514-6B; SDP 2017-0011; OMNI LA COSTA BALLROOM PARKING EXPANSION; 01-07SITE 2/5/2026 2/5/2026 2/5/2026 6/30/2026 2/5/2026 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COO£) /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORT!ON OF TH£ CARLSBAD MUNICIPAL COO£, RESOLUT!ON OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECT!ON OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCT!ON. ALL PLAN REVISIONS SHALL 8£ PROMPTl Y SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT!FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERMITTEE's POLICY IN TH£ MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HA VE A RA TlNG OF JI-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RAT!NG GU/0£ 5. NO WORK SHALL 8£ COMMENCED UNT!L ALL PERMITS HA VE BEEN OBTAINED FROM TH£ CITY ANO OTHER APPROPR/A TE A GENC/£S. 6. REVISION OF THESE PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DA TE OF TH£ IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNT!L TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MAO£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK. ON TH£ APPROPRIATE SHEET OF TH£ PLANS ANO TH£ 11Tl£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BDNG SIGNED BY THE CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 11. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH£ PROJECT SITE AT ALL TlMES DURING CONSTRUCT!ON. 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACT!ON CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO TH£ CITY £NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPL£110N OF FIELD TESTS. 13. A SOILS COMPACT!ON REPORT ANO COMPLIANCE VER!FICAT!ON REGARDING ADHERENCE TO RECOMMENOA TlONS OUTl/NEO IN TH£ SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DON£ UNDER TH£ 0/RECT!ON OF A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUT/JR£ FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CA TlONS ANO TH£ "EARTHWORK SPECIF/CA TlONS' ATTACHED TO TH£ PRELIMINARY SOILS INVEST!GA 110N. DAILY FIELD COMPACT!ON REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCT!ON M££11NG SHALL 8£ HELO AT TH£ SITE PRIOR TO TH£ BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL R£PR£S£NTA TlVES RESPONSIBLE FOR CONSTRUCT!ON. INSPECT!ON. SUPERVISION. TEST!NG ANO ALL OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR WILL 8£ CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A DATE ANO 11M£ FOR TH£ PRECONSTRUCT!ON M££11NG. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT TH£ M££11NG. 15. ALL INSPECT!ON REQUESTS OTHER THAN FOR PRECONSTRUCT!ON M££11NG WILL BE MADE BY CALLING TH£ £NG/NEERING 24-HOUR INSPECT!ON REQUEST LIN£ AT {760)438-3891. !NSPECT!ON REQUEST MUST 8£ RECEIVED PRIOR TO 2.· 00 P.M. ON TH£ DAY BEFORE THE !NSPECT!ON IS NEEDED. INSPECT!ONS WILL 8£ MAO£ TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAO£ AFTER 2.·00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DA YS LA TER. 16. TH£ OWNER ANO/OR APPLICANT THROUGH TH£ DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LA/15 ANO REGULAllONS. 11. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECllON 6705 BY SUBM!mNG A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECT!ON FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCA VA llON OF SUCH TRENCH OR TRENCHES OR OUR/NC TH£ PIP£ INSTALLA 110N THERDN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MOR£ IN DEPTH ANO APPROVED BY TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO £XCAVAT10N. IF TH£ PLAN VARIES FROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCllON SAFETY ORDERS. llll£ 8 CALIFORNIA AOMINISTRA TlVE COO£, TH£ PLAN SHALL BE PREPARED BY A REGISTERED £NC/NEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVAllON PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVA llON. 18. NO BLASllNC SHALL 8£ PERFORMED UNllL A VALID BLASllNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA llON FOR BLASllNG PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASllNC OPERAllONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AREA OUR/NC CONSTRUCT!ON. OPERA TlONS WILL CEASE IMMEOIA TELY, ANO TH£ PERM/TT££ WILL NOllFY TH£ CITY ENGINEER. OPERAllONS WILL NOT RESTART UNllL TH£ P£RMITTE£ HAS RECDVEO WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO 00 SO. 20. ALL OPERA llONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERA llON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCllON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7.·00 A.Al. ANO 6.·00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERAllONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIOA YS IS AVAILABLE AT TH£ ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERA 110N. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM. ANO WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERAllON. 23. BRUSH SHALL 8£ REMOVED ONLY WITHIN TH£ AREA TO BE GRADED. NO TREES AR£ TO 8£ REMO VEO UNLESS SPECIF/CALL Y NO TEO ON TH£ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESUL llNG IN TH£ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ON£ PERCENT SLOP£ 25. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROVED SWPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED BY TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECllON. TH£ SITE SHALL 8£ LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY TH£ CITY ENGINEER. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REOUIREO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR Cl TY PLANNER. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGAT!ON PLANS ANO THE IMPROVEMENT PLANS AS REOUIREO FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOUIREMENTS. .JO. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE GRADING OPERAllON. IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIP£ WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. .JI. THE EXISTENCE ANO LOCA 110N OF UT!LITY STRUCTURES ANO FACIL/TlES SHOWN ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCAllON DIFFERENT FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAK£ OU£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACIL/TlES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXIST!NG FACILITIES (ABOVE GROUND ANO UNDER GROUND} WITHIN THE PROJECT SIT£ SUfflCIENTl Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACT/JAL LOCA llONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. 33. TH£ CONTRACTOR SHALL NOT!FY AFFECTED UllLITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO START!NG GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA 111/£. UNDERGROUND SERVICE ALERT SOG&E AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN} CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER) LEUCADIA WASTEWATER DISTRICT 34. PERMIT COMPLIANCE REQUIREMENTS.· 811 (800} 411-734.J (619) 237-2787 (800) 227-2600 (619) 262-1122 (160) 434-2980 (760} 438-2122 (160) 753-0155 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL TH£ WORK IN PROGRESS /15. 16. 120 A.BJ CARLSBAD MUNICIPAL COO£ 8. PRIOR TO COMPLEllON OF GRADING WORK -THE FOLLOW/NC REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA TH£ PROJECT INSPECTOR /15. 16.120/ CARLSBAD MUNICIPAL COO£· (1) FINAL REPORT BY SUPERVISING GRAD/NC ENGINEER STA TING ALL GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT!NG ANO /RR/GA 110N ARE INSTALLED IN CONFORMANCE WITH CITY COO£ ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT). (2) AS-BUil T GRAD/NC PLAN. (.J) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE DUALITY OF TH£ SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENC/NEER THAT THE GRADING WAS DON£ IN ACCORDANCE WITH THE R£0UIR£M£NTS ANO RECOMMENOAllONS OUTl/NEO IN TH£ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO, (4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REOUIREO BY TH£ CITY. 35. UNLESS A GRAD/NC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) /TAR AFTER THE CITY ENCINEER's APPROVAL, THESE PLANS MAY 8£ REOUIREO TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECI< FEES WILL 8£ REOUIREO FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADDEO TO TH£ SA TlSFACTION OF THE CITY £NC/NEER. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS DEFINED IN SECT!ON 610.J OF TH£ BUSINESS ANO PROFESSIONS COO£, ANO THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECIFICAllONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010-7317 (160} 931-7700 OAT£.· __ _ KDTH HANSEN R. C.£ NO. 6022.J EXP.: ___ _ SOILS ENGINEER'S CERT/RCA TE I, MATTHEW LOVE. A REC/STEREO CIVIL £NC/NEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO ST/JOY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAO£ BY A REC/STEREO PROFESSIONAL OF GEOCON WEST, INC. ON 4/16/2025. {REVISED 9/11/2025) ANO WAS REVIEWED BY ME FOR CONFORMANCE WITH THE APPLICABLE SPECIF/CA llONS HERDN. SIGNED: P.£ NO: OAT£.· _____ _ LICENSE EXP/RA 110N DA TE.· 9/30/2027 OWNER's CERT/FICA TE I (WE} HEREBY CERT!FY THAT A REC/STEREO SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRAD/NC ACT!VITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF THE SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STA TE-REGULA TEO SWPPP, I (WE} ALSO AGREE A QUALIFIED SWPPP PRACllTIONER (OSP) HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE IMPLEMENTAT!ON OF THE SWPPP IN ACCORDANCE WITH THE LIFORNIA CONSTRUCT!ON ORDER ANO MUNICIPAL PERMIT, LA TEST VERSION. 27. ALL SLOPES SHALL 8£ /RR/GA TEO. STABILIZED, PLANTED ANO/OR HYOROS£E0£0 WITHIN TEN (10) DAYS OF THE 11M£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. CLINT CUL/CK, OWN. S REPRESENTATIVE REVISED: MAY, 2025 LC INVESTMENT 2010, INC. OAT£ NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2026 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION1 G:\211010-Cxnnl Resort Golf Course\BALLROO~ EXPANSIOri\2110_GRAD-,L01-Title.dwg Feb 05, 2026 8:48am Xrefs: 2110A-GP-3_SHET: 2110_GRAD-,LVICM 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying DESIGNED BY: P.K. DATE: MARCH, 2024 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REOUIRED, CONTACT DAVID SMALLWOOD AT (760) 931-7525 2. £0UIPM£NT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MAO£ A VA/LABLE AT ALL llMES OUR/NC TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCA llONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WOIO, IN ACCORDANCE WITH TH£ CONSTRUCT!ON ORDER ISSUED BY TH£ CALIFORNIA REGIONAL WATER DUALITY CONTROL BOARD, TH£ OUALIF/£0 SWPPP PRACT/TlONER (OSP) SHALL UPDATE ANO MAINTAIN THE WATER POLLUT!ON CONTROL (WPC} PLAN TO ADDRESS UPOA TEO SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN ANO UPDATED SWPPP SHALL 8£ KEPT AT THE PROJECT SIT£ ANO MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCT!ON BMP's BEYOND THE ORIGINAL APPROVED SWPPP SHALL 8£ PROVIDED TO ADDRESS SITE CONDITIONS NOT ANT!CIPATEO. THE OSP SHALL REPORT BMP 0£FIC/£NC/£S TO TH£ CITY INSPECTOR. TH£ QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR's OUALIF/£0 SWPPP DEVELOPER ANO THE CITY INSPECTOR REGARD/NC ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/NC ORDER, TO TH£ SATISFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£ REOUIREO BY THE CITY ENGINEER ANO/OR CITY INSPECTOR DUE TO UNCOMPLETED GRAD/NC OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 6. TH£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL 8£ INCORPORATED HEREON. 8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOP£ AT TH£ CONCLUSION OF EACH WORK/NC DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ £NO OF EACH WORK/NC DAY WHEN TH£ FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WITH .J/4 INCH MINIMUM ACGRECA T£. 11. SHOULD GERM/NA 110N OF HYOROSEEOEO SLOPES FAIL TO PROVIDE EFFECT/I/£ COVERAGE OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.J OF TH£ EROSION ANO SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT CONSERVATION. STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANllNC ANO /RR/CA 110N SHALL BE INSTALLED ANO MAINTAINED AS REOUIREO IN SECT!ON 212 OF TH£ STANDARD SPECIFICAllONS ANO TH£ FOLL OWING.· A. HYOROS££0EO SHALL 8£ APPLIED To.· I. ALL SLOPES THAT AR£ GRADED 6:1 (HORIZONTAL TO VERT!CAL) OR STEEPER WHEN THEY AR£· a. THREE FEET OR MOR£ IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MOR£ IN HDCHT. 2. AREAS GRADED FLATTER THAN 6.· I WHEN ANY OF THE FOLLOW/NC CONO/llONS £XIS[ a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCllON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUCH GRADING. b. IOENTIF/£0 BY TH£ PARKS ANO R£CR£Al70N DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION !OENTIF/£0 BY TH£ CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYOROSE£0£0 AREAS SHALL 8£ !RR/CA TEO IN ACCORDANCE WITH TH£ FOLLOW/NC CRITERIA: I. ALL SLOPES THAT AR£ GRADED 6:1 OR STEEPER ANO THAT ARE a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HANO WATER/NC FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENllONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENT!ONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COI/ERACE 2. AREAS SLOPED LESS THAN 6.· 1 SHALL 8£ /RR/GA TED AS APPROVED BY THE CITY ENC/NEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/CATION TO TH£ CITY ENC/NEER. TH£ PROPOSAL SHALL 8£ SPECIFIC REGARD/NC TH£ NUMBERS, TYPES ANO COSTS OF TH£ ELEMENTS OF TH£ PROPOSED SYSTEM. 3. /RR/CA 110N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPT!MUM LEVEL FOR THE GROWTH OF THE HYOROS££0£0 GROWTH. C. HYOROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLOI/ER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. .J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. .J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOLECA 9. ITEMS c,d,e, ANO f OF THIS SUBSECT!ON MAY 8£ OMITTED ON LOCAllONS WHERE THE AREA BE/NC HYOROSEEOEO IS NOT VISIBLE FROM DTHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECT!ON MUST 8£ INOCULA TEO WITH A NITROGEN FIX/NC BACTERIA ANO APPLIED ORY EITHER BY DRILL/NC OR BROAOCASllNC BEFORE HYOROS££0/NG. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGR/CUL TUR£ CERT/FICA 110N TAC A TTACHEO TD, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSE£0£0 SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR. 2. TYPE I MULCH APPLIED AT TH£ RATE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW} MAY 8£ SUBSllTUTED, ALL OR PART, FOR HYDRA UL/CALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCH/NC NO LESS THAN 50% OF TH£ STRAW INTO TH£ SOIL 3. FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE 0. AREAS TO 8£ HYOROS££0£0 SHALL 8£ PREPARED PRIOR TO H'rlJROSEEOINC BY.· /. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NA 110N OF: a. TRACK WALK/NC SLOPES STEEPER THAN 6.· / b. HARROW/NC AREAS 6.· I OR FLATTER THAT AR£ SUFFICIENTl Y FRIABLE c. RIPP/NC AREAS THAT WILL NOT BREAK UP US/NC ITEMS a OR b ABOVE. 2. CONDITION/NC THE SOILS SO THAT IT IS SUITABLE FOR PLANT!NG BY: a. AOJ/JSl/NC THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 8£0. b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NC OR COVER/NC SALIN£ SOILS TO PROVIDED VIABLE COND/llONS FOR GROWTH. £ HYOROS££0£0 AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS WHERE H'rlJROS££0£0 IS THE PERMANENT LANDSCAPING, UNllL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. CITY OF OCEANSIDE PACIFIC OCEAN CITY OF ENCINITAS CITY OF ENCINITAS VICINITY MAP NOT TO SCALE INDEX OF SHEETS 1 VICINITY MAP, NOTES, LEGEND 2, KEY MAP, LEGAL DESCR/PllON. LWO NOTES, EASEMENTS 3, STREET SECT!ONS, DETAILS, ABANDONMENT NOTES 4 GRAD/NC PLAN ANO STORM DRAIN PROFILE 5 HORIZONTAL CONTROL PLAN-CURB 6 SINGLE SHEET BMP EXHIBIT 7 OEMOL/llON PLAN LEGAL DESCRIPTION SE£ SHEET 2 OWNER/DEVELOPER LC INVESTMENT 2010, INC. A DELAWARE CORPORA 110N 2100 COSTA DEL MAR ROAD, CARLSBAD, CA. 92009 REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS No. 402-2C, MAP NO. 14984, EARTHWORK QUANTITIES CU[ FILL: REMEDIAL: 2,166 CU. YOS 25 CU. YOS. 785 cu. 'rlJS. 2,141 CU. YOS. EXPORT' NOTES.· I. THESE OUANTlllES ARE FOR BONO/NC PURPOSES ONLY. CONTRACTOR TO I/ER/FY TO HIS SATlSFACTlON. 2. CONTRACTOR SHALL SUBMIT ANO RECDVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAUL/NC DIRT OR CONSTRUCT!ON MATERIALS TO OR FROM TH£ SIT£. BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 17, BEING A 2.5" DISC STAMPED "CLSB-017 LS. 62/5' LOCATION: NORTH £AST CORNER OF LA COSTA AVENUE BRIDGE ovm ENCINITAS CREEK. 185' WEST OF EL CAMINO REAL. ELEVATION: 19.580' DATUM: NCVO 29 BASIS OF BEARINGS CITY OF SAN MARCOS WORK TO BE DONE TH£ GRADING WORK SHALL CONSIST OF TH£ CONSTRUCllON OF ALL CUTS AND FILLS, REMEDIAL GRADING, ORA/NACE FACILITIES, EROSION CONTROL FACIL/11£5, ANO PLANT!NC OF PERMANENT LANDSCAPING ANO PREPARA 110N OF AS-BUil T GRAD/NC PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CA llONS, REOUIREMENTS, RESOLUllONS ANO ORDINANCES CITED ON THESE PLANS. THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT TH£ llME OF CONSTRUCllON. AS DIRECTED BY TH£ CITY £NC/NEER. 1. 2. 3. 4. 5. CARLSBAD MUNICIPAL COO£ CITY OF CARLSBAD £NC/NEERING STANDARDS. THIS SET OF PLANS. WP CITY PLANNER APPROVAL LETTER DATED FEBRUARY 11. 2025. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORTS AND RECOMMENOA llONS BY GEOCON llllEO: "?A VEMENT INVEST!CA 110N & PER.COLA llON TEST/NC' DA TEO APRIL 16, 2024, REVISED SEPTEMBER II, 2025. 7. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD ENGINEER/NC STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO N/A 9. £NI/IRONM£NTAL APPROVAL DOCUMENTS DA TED-____ _ 10. STORM WATER POLLUTION PREVENllON PLAN PREPARED BY OVA Y CONSULTANTS, INC. DATED MARCH 1. 2025 SW NO. N/A W0/0 NO. 9 .J7C4l02.J1. 11. STORM WATER DUALITY MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS, DA TEO MA Y 13. 2025 SHMP NO. N /A . 12. CALIFORNIA STORM WATER DUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCT!ON SITE BMP MANUAL. LEGEND DESCRIPTION NOTE: OUANTIT1£S AR£ FOR BONDING PURPOSES ONLY. ACT/JAL OUANllllES MAY VARY. STANDARD owes. ARE SAN DIEGO REGIONAL STOS. UNLESS NOTED OTHERWISE STD. DWG. SYMBOL QUANTITY PROPERTY BOUNDARY . . . . . . . . . . . . . . . . . . . ------- EASEMENT LINE ....................... . GRADED SWALE ....................... . ~---------;;-. FINISH SURFACE CONTOUR W/£L£VATION .......... . ---453-- GRADED SLOPES (2.· I MAX). . . . . . . . . . . . . . . . . . y y DA YI.ICHT LINE. . ..................... . _y__jt_ _ _y_ CUT/FILL LIN£. . . . _,,FC " -C -,, -..... ,, #F 2• CR/NO ANO OVERLAY EXIST/NC 4• A.C ............ _ ~ 24,226 S.F. EXIST/NC IMPERVIOUS AREAS TO 8£ REMOVED. . . . . . . . . ~ 11,086 S.F. STORM DRAIN CATCH BASIN TYPE 'C' D-08 II II WITH 8/0CLEAN CRATE INLET FILTER (SE£ SHEET 3). . . . . . . . 2 EA. STORM DRAIN CLEANOU[ . ,T'(Pf .:4.' ........ 0.-09. .... . [[]] I EA. RIP-RAP (SIZE PER PLAN}. . . . . . . . . . . .0-40 TYPE 2. . . . .... 2 EA. PVC 8/0FILTRATION BASIN UNDER DRAIN (PERFORATED, .6/. . -58----58--231 LF 18" PVC STORM DRAIN (PRIVATE} . . . . . . . . . . . . . . =-=SO=--=-=-= 25 LF PROPOSED AC.PAVEMENT. (4: AC. OVER 4' AB) ...... . PROPOSED 6' CURB . . . . . . . . . . . . . . . . .C-01. PROPOSED CURB & CUTTER ........ C:-02. (JYPE C}. PROPOSED RIBBON CUTTER . . . . . . . . DETAIL,. SHT. 3. SILT FENCE. . . . . . . . . . . . . . . . . . 601 LF FIBER ROLL . . . . . . . . . . . . . . . . . . 2,800 LF GRAVEL BAGS. . . . . . . . . . . . . . . 200 £A STABILIZED CONSTRUCl/ON ENTRANCE. 2 £A. 8/0FIL TRA TION BASIN BOTTOM. . .............. . ~-41,612S.F. 2,309 L.F. -------850 L.F. 128 L.F. ~ .fQ--Q--iliJ 5,112 S.F. SELF-MlllGA llNC LANDSCAPING. . . . . . . . . . . . . . . . . I * • * • * • * • • I 12,810 S.F. POST-CONSTRUCTION !IMP TABLE CALIFORNIA COORDINATE SYSTEM (CCS 83} ZONE 6, EPOCH 1991.35, BASED UPON GR/0 BEAR/NC BETWEEN CITY OF CARLSBAD CONTROL POINTS 11 ANO 96 PER RECORD OF SURI/EY NO. 11271. STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM TRASH CAPTURE? EXEMPT FROM HYDROMODIFICA TION? /£ N 15' 52' 25" W. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THIS PLAN WAS GENERA TEO BY AERIAL PHOTOGRAPHY STANDARD STORMWATER REQUIREMENTS PRIORI TY PROJECT REQUIREMENTS DYES [8j NO DYES [8j NO INFORMATION GATHERED ON JANUARY 26, 2024, BY AEROTECH MAPPING, INC. TOTAL LOT AREA = 105.570 S.F. (2.42 AC). TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TlONAL MAP ACCURACY STANDARDS. TOTAL O/ST/JRBEO AREA = B9. /2l S.F. (2. 05 AC.} nAS BUILTn PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSOR's PARCEL NUMBERS.-216-590-22, ANO 216-590-12 TH£ CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS.· N 360, £ 1683. STREET ADDRESS.· 2100 COSTA DEL MAR RO. CARLSBAD, CA., 92009 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TOTAL EXIST/NC IMPERVIOUS AREA = 46.412 S.F. TOTAL PROPOSED IMPERVIOUS AREA = 69.351 S.F. ONSITE BMP's FOR THIS PROJECT AR£ TO 8£ MAINTAINED BY THE DEVELOPER ANO/OR FUTURE OWNERS. I S1EET I KEITH W. HANSEN RCE 60223 EXP. RE~EWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE DATE I SH7TS I CRADINC PLAN FOR: CUN/ LA GVST,4 BALJ.ROal PARKING £XPANS/CN VICINITY MAP, NOTES, LEGEND CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER PE 55381 EXPIRES 12/31 /26 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL Cl TY APPROVAL RVWD BY: SDP2017-0011 514-6B JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 2/5/2026 SPECIAL CONSTRUCT/ON NOTE: NESTING BIRO tt RAPTOR AVOIOANC£· POTENTIAL DIRECT/INDIRECT IMPACTS ON NESTING COMMON BIRD AND RAPTOR SPECIES WILL REQUIRE COMPLIANCE WITH THE MBTA AND CDFG CODE SECTIONS 3503, 3503.5, ANO 35/J. CONSTRUCTION OUTSIDE THE NESTING SEASON (BETWEEN SEPTEMBER 16TH AND JANUARY 31ST) DO NOT REQUIRE PRE-REMOVAL NESTING BIRD SURVEYS. IF CONSTRUCTION IS PROPOSED BETWEEN FEBRUARY 1ST AND SEPTEMBER 15TH, A QUALIAED BIOLOGIST SHOULD CONDUCT A NESTING BIRD SURVEY(S) NO MORE THAN THREE (3) DAYS. PRIOR TO IN/TIA TION OF GRADING OR CONSTRUCTION TO DOCUMENT THE PRESENCE OR ABSENCE OF NESTING BIRDS WITHIN OR DIRECTLY ADJACENT (100 FEET) TO THE STUDY AREA. THE SURVEY(S) WOULD FOCUS ON IDENTIFYING ANY BIRD OR RAP TOR NESTS THAT WOULD BE DIRECTLY OR INDIRECTLY AFFECTED BY CONSTRUCTION ACTIVITIES. IF ACTIVE NESTS ARE DOCUMENTED, SPECIES SPEC/AC MEASURE SHALL BE PREPARED BY A QUALIAED BIOLOGIST AND IMPLEMENTED TO PREVENT ABANDONMENT OF THE ACTIVE NEST. AT A MINIMUM, GRADING IN THE VICINITY OF A NEST SHALL BE DETERRED UNTIL THE YOUNG BIROS HA VE FLEDGED. A MINIMUM EXCLUSION BUFFER OF 100 FEET SHALL BE MAINTAINED DURING CONSTRUCTION, DEPENDING ON THE SPECIES AND LOCATION. THE PERIMETER OF THE NEST SETBACK ZONE SHALL BE FENCED OR ADEQUATELY DEMARCATED WITH STAKES AND FLAGGING AT 20-FOOT INTERVALS, AND CONSTRUCTION PERSONNEL AND ACTIVITIES RESTRICTED FROM THE AREA. A SURVEY REPORT BY A QUALIAED BIOLOGIST VERIFYING THAT NO ACTIVE NESTS ARE PRESENT, OR THAT THE YOUNG HA VE FLEDGED, SHALL BE SUBMITTED TO THE CITY PLANNER FOR REVIEW AND APPROVAL PRIOR TO INITIATION OF GRADING IN THE NEST-SETBACK ZONE. THE QUALIAED BIOLOGIST SHALL SERVE AS A CONSTRUCTION MONITOR DURING THOSE PERIODS WHEN CONSTRUCTION ACTIVITIES OCCUR NEAR ACTIVE NEST AREAS TO ENSURE THAT NO INADVERTENT IMPACTS ON THESE NESTS OCCUR. LEGAL OESCR/PllON: PARCEL /: (216-590-19-00} OLD; PORTION OF APN.· 216-590-22-00} NEW THAT PORTION OF THE NORTHEAST 1/4 OF SECTION 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO OFAC/AL PLAT THEREOF, BEING ALSO DESCRIBED AS THAT CERTAIN PARCEL OF LAND LABELED "NOT A PARi, LOCATED NORTH AND CONTIGUOUS WITH LOT 17 OF CARLSBAD TRACT NO, 03-01, LA COSTA RESORT AND SPA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14984, ALEO IN THE OFACE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 18, 2005, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 17; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 17 THE FOLLOWING 2 COURSES.· NORTH 86" 15° 35" WEST 34.92 FEET,· THENCE NORTH 14' ti' 24" WEST 359.68 FEET TO THE NORTHWEST CORNER THEREOF, SAID POINT BEING ALSO ON THE EASTERLY LINE OF LOT 20 OF SAID MAP NO. 14984; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING 6 COURSES: NORTH 20' 02' 21' EAST 248.71 FEET; THENCE SOUTH 69' 57' 39' EAST 200 FEET,· THENCE NORTH 20' 02' 21" EAST 26.27 FEET; THENCE NORTH. 69' 59' 20" EAST 44.56 FEET TO THE BEGINNING OF A NON-TANGENT CURI/£ CONCA 1/£ NORTHERLY ANO HAVING A RAO/US OF 760.00 FEET,· A RAO/AL LINE OF SAID CURI/£ TO SAID POINT BEARS SOUTH 19' 02' 4/" WEST,· THENCE ALONG SAID CURI/£ EASTERLY 228.50 FEET; THROUGH A CENTRAL ANGLE OF 11' 13' 35:· THENCE RADIAL FROM SAID CURI/£ NORTH or 49' 06" EAST 10.00 FEET TO THE SOUTHERLY LINE OF ARENAL ROAD AS SHOWN ON SAID MAP NO. 14984, SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURI/£ CONCA 1/£ SOUTHWESTERLY ANO HAVING A RADIUS OF 25. 00 FEET, A RADIAL LINE OF SAID CURVE TO SAID POINT BEARS NORTH or 49• 06" EAST; THENCE ALONG SAID SOUTHERLY LINE OF ARENAL ROAD AND ALONG SAID CURI/£ EASTERLY, SOUTHEASTERLY ANO SOUTHERLY, 37. 76 FEET THROUGH A CENTRAL ANGLE OF 86' 32' 31: TO THE NORTHWEST CORNER OF LOT 22 OF SAID MAP NO. 14984, SAID POINT BEING ON THE WESTERLY SIDELINE OF ESTRELLA OE MAR ROAD, AND ALSO BEING THE BEGINNING OF A COMPOUND CURI/£ CONCA 1/£ WESTERLY AND HAVING A RADIUS OF 3470. 00 FEET, A RADIAL LINE OF SAID CURI/£ TO SAID POINT BEARS NORTH 88" 21' 37" EAST; THENCE ALONG THE WESTERLY LINE OF SAID LOT 22 ANO ALONG SAID CURVE SOUTHERLY 317.84 FEET THROUGH A CENTRAL ANGLE OF 05' 14' 53" TO THE POINT OF BEGINNING, PURSUANT TO CERTIACATE OF COMPLIANCE RECORDED DECEMBER 22, 2005 AS DOCUMENT NO. 2005-/094980 OF OFACIAL RECORDS. PARCEL 2· NON-EXCLUS/1/£ EASEMENTS ANO RIGHTS FOR PEDESTRIAN ANO 1/EHICULAR ACCESS; INGRESS ANO EGRESS OVER, ACROSS ANO THROUGH LOT 22 OF CARLSBAD TRACT NO. 03-01-01, ACCORDING TO MAP THEREOF NO. 14984 ALEO IN THE OFACE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON MARCH 18, 2005, AS GRANTEE-BY GRANTS OF ACCESS EASEMENT RECORDED SEPTEMBER 15, 2006, AS INSTRUMENT NO. 2006-0659220, OFACIAL RECORDS ANO SEPTEMBER 15, 2006 AS INSTRUMENT NO. 2006-0659232 OF OFAC/AL RECORDS OF SAN DIEGO COUNTY, CALIFORNIA. LEUCADIA WASTEWATER ACCESS: THE PROJECT CONTRACTOR WILL ENSURE THE LEUCADIA WASTEWATER DISTRICT STAFF HAS ACCESS TO ALL LWO EASEMENTS AT ALL TIMES IN CASE OF EMERGENCY. THE LEUCADIA WASTEWATER DISTRICT INSPECTOR WILL BE PRESENT WHENEI/ER LWO FACILITIES ARE ACCESSED OR ADJUSTED. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2026 O'Day Consultants, Inc. ,, NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION1 G:\211010-Cxnnl Resort Golf Course\BALLROO~ EXPANSIOri\2110_GRAD-,L02-0.3.dW9 Feb 0.3, 2026 3:44pm Xrefs: 2110A-GP-LSHET: 211010-~APG; CA0124-009-Topo; 2110_GRA0-3 REVISED: MA Y, 2025 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com SEWER NOTES: LEUCADIA WASTEWATER DISTRICT I. LWO APPROVAL OF THESE PLANS DOES NOT REL/El/£ THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBLY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOI/EREO DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, ANO CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWAllli' DISTRICT LWO SEWER STANDARD SPECIACATIONS ANO TO THE REQIJIREMENTS OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN.BOOK) ANO THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EO/l/ONS. IN THE El/ENT OF CONFLICT, THE LIKJ SEWER STANDARD SPECIF/CATIONS GOVERN. 3. OSHA SAFETY ORDERS ANO OSHA CONFINED ENTRY REQIJIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES 2 & 3 ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY LWD ANO SHALL REPAIR OR REPLACE AND WORK THAT MAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L WO. 6. QIJANTITIES SHOWN HEREON ARE FOR BONO PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOR LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QIJANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS ANO SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED A SET OF CUT SHEETS ANO THE CONTRACTOR SHALL COMPLY WITH LWD STANDARD SPEC SURI/EY REQIJIREMENTS. 9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION, SUBMIT SHOP DRAMNGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEETING PER APPENDIX V OF STD SPEC, ANO PROVIDE 3-WEEK LOOK AHEAD SCHEOULE(S) FOR ALL SEWER WORK THROUGHOUT PROJECT IN AOO/l/ON TO 72 HOURS NOTICE OF NEm FOR EACH INSPECTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY ANO OTHER REQIJIRED PERMITS HA 1/£ BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. II. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT INSPECTOR SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION ANO THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIi/£ FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITlE 8, CALIFORNIA ADMIN!STRATII/£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SL/BMITTED TO THE LWD INSPECTOR PRIOR TD EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS ANO TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWA TER!NG CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MAllli'IAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SL/BMITTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AN AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN N THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOW, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASL/RES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800} 422-4133, TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT-HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPL 'f/NG WITH ALL LOCAL, STATE; AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORT SHALL BE SUBMITTED TO LWD BY A QIJALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH IN SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (IE.}, INSIDE BOTTOM OF PIPE UNLESS OTHERWISE NOTED. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL M'/1.AR DRAWINGS WITH /Nil/ALEO APPROVAL ON THE M'/1.ARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR Rfl7EW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS ANO LA llli'ALS, UNLESS OTHERWISE APPROVED IN WR/l/NG BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22 THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTA TION. IF ANY SURVEY MONUMENTS ARE 0/STURBm OR DESTROYED. THE CONTRACTOR SHALL RETAIN A LICENSED SURI/EYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES OF 1/ERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. EXISTING SEWER CROSSED WITHIN J FEET VERTICAL ABDI/£ OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE AND AFTER THE CROSSING WORK IS COMPLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO FILES. ANY DAMAGED LWO FACILITIES SHALL BE REPAIRED TO LWD SATISFACTION AT NO COST TO LWD INCLUDING ADD/l/ONAL CCTV INSPECTION. 24. SEPARATION OF SEWER/WA !ER AND SEWER/RECLAIMED WATER SHALL COi.iPL Y WITH L WO STANDARD owe S-2 AND MTH ALL COUNTY AND STATE HEALTH DEPARTMENT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROl/£0 BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN ASS APPROVED BY LWD ON THE PLANS. 27. A 2 INCH HIGH "S"SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. ALL PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNE'IEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 29. PIPE JOINTS SHALL NOT BE DEflECTEO UNLESS SO DESIGNED ANO SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF AN ANGLE RECOIIMENDm BY THE PIPE MANUFACTURER. JO. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARD SPECIFICATIONS. WATER JETTING SHALL NOT BE ALLOWED. JI. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAY.£ 32 JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD MLL BE AT CONTRACTOR EXPENSE. 33. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROl/£0 EQIJAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MANHOLE RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH DISTRICT APPROVAL. 34. JOIN TS BETWEEN MANHOLE BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HA 1/£ A 2' BY 2' BUT'tl RUBBER GASKET PLACED WITHIN THE FILL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROl/£0 EQIJAL. 35. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MDI/EMENT OR DAMAGE AFllli' BACKFILL. 36. ALL SEWER AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPL/CANT/CONTRACTOR'S EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LA llli'ALS. 37. ALL SEWER AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO BACKFILL. 38. MANHOLES SHALL BE 4 FEET DIAMETER FOR PIPE UP TO 15 INCH DIAMETER PER LWD STANDARD owe S-3. MANHOLES SHALL BE 5 FEET DIAMETER FOR PIPE 18 INCHES OR LARGER OR 12 FEET OR GREATER DEPTH PER LWD STANDARD owe S-4. 39. ALL NEW MANHOLE SHAFTS AND PRECAST MANHOLE BASES SHALL BE LINED WITH APPROVED LININGS SPECIFIED IN DIVISION 2 PART 5 TABLE 502-1.I OF LWD SEWER SPECS. EPOXY OR PVC LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREEN.BOOK. A MINIMUM OF FIFTEEN PERCENT (15%} OF MANHOLES AND NOT LESS THAN ONE PERCENT (1%} WITH EPOXY LINERS SHALL SUCCESSF/JLL Y PASS PULL -TEST AND BE REPAIRED UNTIL PASSING. 40. MAXIMUM DEPTH OF SEWER FOR SOR 35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COi/ER 01/ER 15 '. 41. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEm ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEi/ELOPER SHALL RESL/BMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPOA TEO REVISED APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE ANO APPROl/£0 BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 42 WHEN CONNECTION TO AN EXISTING MANHOLE IS NECESSARY AND SHOWN ON THE ORA l+fNGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW fl OW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANS/l/ONS SHALL BE INSTALLED FROM THE IN'IERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION RmNGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROl/£0 EQIJAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 43. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. CASKETED PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS 10 INCHES AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 44. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED ANO BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 MUST BE REVIEWED AND APPROl/£0 BY THE LWO DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. 45. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER. REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPA!Rm. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER CASKETED WITH NO CENTER STOPS. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TH ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POS/l/ON £QUALL Y SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR APPROVED BY THE LWD DISTRICT ENGINEER. 46. PVC OR VITRIF!m CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VD" OR VCP TO PVV, A FERN.CO SERIES 5000 COUPLING OR APPROl/£0 EQIJAL SHALL BE USED. THE CONNECTION SHALL BE CONCRETE ENCASED A MINIMUM /2'0N EACH SIDE OF THE COUPLING 47. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE CREA TER THAN B INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABDI/£ OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER STANDARD owe S-32 4.8. CONTRACTOR SHALL BE AWARE THAT LWD FAC/Lll/ES PROVIDE WASTEWAllli' CONI/EYANCE; TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIM£ THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACIL/l/ES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION ANO AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST MTH ACCESS WHILE WORKING AROUND LWD FACILITIES. 49. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACIL/l/ES ANO STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWO, MINIMIZE AND CONTROL ANY SEWAGE SPILL, AND REPAIR DAMAGED FACIL/l/ES TO THE SATISFACTION OF LWD AT NOT COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SL/BMIT FOR LWO APPROVAL PRIOR TO REPAIR. 50. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS,· CONTAINING ANY SEWAGE SPILLS,· RECO'IERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PRE'IENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE OF ALL CLEAN-UP AND PENALTIES ASSESSED TO THE DISTRICT AS A RESL/LT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 51. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLAN.Nm CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACIL/l/ES. 52 CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER-CROSSINGS, DI/ER-CROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. FOR FUTURE RECYCLED WATER: I. NEW /RR/GA TION MAINLINE AND VAL I/ES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND OEHO. FINAL CONNECTION TO THE EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROV/Om BY CMWD AND DEHO. TUBULAR STEEL FENCE 36" CLR. MIN. ... 4" ,9.c. TYP. ,, ' , ~--TUBULAR STEEL FENCE PANEL -5/8 " VERTICAL PICKETS AT 4" O.C. IIH--!1--ll-ll-lK---H-HEAVY DUTY HINGES, 3 REQUIRED NON-SELF CLOSING TYPE. ~r--- "il---1\--11--1!-36" WIDE T.S. GATE, POST, RAIL DIM'S ~r---1-1/2" TS., PICKETS 518"@ 4" O.C. --------ll"'1H-LEV ER TYPE GRAVITY LATCH W/ 4-NUMBER COMBINATION LOCK _,,,~ 2" SQ T.S. POST@ GATE, AND AT / / CHANGE OF DIRECTION / ~ONCRETE FOOTING PER STRUCTURAL ENGINEER NOTE: ALL STEEL ANO EXTERIOR GRADE HARDWARE TO MATCH FENCE & RECIEVE (2) COATS ZINC RICH PRIMER, PLUS (2) SEMI-GLOSS ENAMEL BLACK PAINT. FENCE DETAIL NOT TO SCALE ,f-------.,;.__ __ 1-1/2" X 1-1/2" T.S. TOP RAIL i-----1-1/2" SQ. T.S. POST@ 8'-0" O.C. MAX. 1111----518" T.S. VERT. PICKET @ 4" O.C. CENTER BETWEEN RAILS. -1-1/2" X 1-1/2" T.S. BOTTOM RAIL ···11~e\·. • 11-'-'IJi:::1 ~111:1 /·. ::~_El 1~11=-~ FINISHED GRADE I 1~ .\\ : t:J . ·1 -~: •~-·::°"jJ::___ CONCRETE FOOTING PER STRUCTURAL ENGINEER t--+----+-------------+----+---+---+---tlsH2EETI. _c_rT_Y_o_F_c_AR __ 1_sB_A_D~lsHE7ETsl _ ENGINEERING DEPARTMENT Civil Engineering Planning Processing Surveying DESIGNED BY: P.K. DATE: MARCH, 2024 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~·--JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 25" DISC STAMPED "CLSB-017 L.S. 6215' LOCA TlON: NORTH EAST CORNER OF LA COSTA A VENUE BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVO 29 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CRADINC PLAN FOR: CUN/ LA GVST,4 8ALJ...ROal PARKING £XPANS/CN KEY MAP, UffJ NOTES. EASEMENTS CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED: PRINCIPAL ENGINEER CHKD BY: __ _ RVWD BY: TIMOTHY 0. CARROLL PE 55381 EXPIRES 12/31 /26 DA TE PROJECT NO. SDP2017-0011 DRAWING NO. 514-6B JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 2/5/2026 JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 (Δ Δ Δ (Δ V V V V V V V V V V VFH V V X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ V V ~ \;,<\ \;,<\ " -,., , .Y r, ,I j I I ► . ' ' . J ,I l , r J I , , ' ' ' ' ,. ' ....._ il / I (N69"59'20"E ' 2.00' ~ • l ... " )i ' • > • -'<c 44.62' ' . ' .. - .... •. .. ··- .• • :--_ ~---~· -· •• -_.--•• i ,· .· ., ·--.. -----' .. _··. -... ···:· ·-· ___ : .• _: •• --~.:-, ... ·-:· .;~ I . . • :_-: . '' -~. : .. •.• •. '.···• . :· •••.· 55~-.2_ -~-.:..:-. ~-/:?/-~~ ..-, • ·-· ~- l r , • NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I ©2026 O'Day Consultants, Inc. LIMIT OF CONSTRUCTION ,, NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! ,_, ~-IU-JT11· ke~0-. r;rJI Colr~t\::lALLr!'.;C'il _ c;-s,s.L,-j ~,4-'Ji.cwq C~b I:J, :c'U:Ct ~:14~11 ~-·10_:-;r,,t,r;-.); ~I ~•C--o'C:-SI_JT,'I· C-SOl 7 4-()~,~-~1 ·1 ~)_:-;, Ar:-:'i_lnl : ~-• r.~-f;'-.l_C>I I-T: :;--CIO-l•,1;..r:-; ® 2710 Loker Avenul!I West Suite 100 Carlsbad, Callfomlo 9201 a 760-931-7700 Fax: 760-931-8680 ODa}'Consultants.com Civil Engineering Planning Processing Surveying \;,<\ DESIGNED BY: P.K. DATE: MARCH, 2024 "AS DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _,_K"'-.H"-. __ JOB NO.: 211010 KEITH W. HANSEN 1------------------U RCE 60223 EXP. ENGINEER OF WORK: RE~EWED BY: DATE: KEITI-1 W. HANSEN RCE: 60223 INSPECTOR -- BUil T" DATE DATE 4 40' 2 SCALE: 1 = 20' I E~~~·~~c{ I ~ -=....::===--=--4 XISTING TREET L\Gl-i\T ~~:~J ~~~~EE;e:t=ri~ PLACE\ \ -- 1N _. 'BACKING 6'x6'x 1.5' THICK OVER MIRAFI 4 GE!lr \ 11'.E~. 0~ EQUIVALENT OVER 6" THICK \ 1 -loXl~TING 6" ACP ~ , \ WA 11':R MAIN \ \1\ ~ AUTION-EXISTING \ \;., " .P. GAS MAIN l \~-Y.-:-7 \ . . C ~-,, ... [ 3 sf&\ • \ "" ~ \ ~-) \ 2 ' i ~ ,,, \ •. ONST. (2) TYPE; G i 6"x36" INLETS •v' ' 21.65' [PROPOSED 18" PVC ~;:-f=:Rl;,.__ ~tSTING SIDEWAL: \ , \ROTECT IN PLA ~ \;,<\ S.D\,-@-3.5% (PRIVATE) ?;.rr---,' -~ ~ ....:-c A i ~-•_18 - CQNSTRLJCT TYPE 'A' CLEANOUT PER SDRSD D-09 (PRIVATE) RIM=61.2 ~ . \ . N86"15'35;.'e . :34.92') tr \ "' \ I ' EXISTING EASEMENTS DENOTED ON PLAN AS:-[l] 1 LA COSTA PROPERTY, ACCESS EASEMENT, DOC. Na· 2006-0120296, RECOROEO 02-21-2006 {OWNED BY THE RESORT &-SPA) 2 CARLSBAD MUNICIPAL WATER DISTRICT PIPEllNE, DOC. Na 49324, R£CORIJ£l) 4-21-1969 3 LEl/CAOIA COUNTY WATER DISTRICT, SE/IV? PIPE, DOC. Na 219701, RECORDED 12-03-1969 4 WA lER EASEI.IENT TO CMMJ, DOC Na 49324, RECORDED 4-21-69 5 EASEI.IENT DOC. Na 2006-0659234, RECOROEO 9-15-2006 64 PROP SED T PE "G 1" IN ET 62 60 cc L,:"":: (C + ·ROPQ :ED I "I " -1 \ GROU D r u OPOSED TYPE A CL AN-'UT ,___..._ _ _,__ __ u.. --· -H·· -+-H--+--+---+---1---1-1-1---1-1-+----I----I 58 1----+---+----I.J.---· -1+· -+-H--4--+---+---J.--l-l-l--l-l--l-----1----1 56 +--+---+---l-l•--·-11·· +-t+-+-~=-=:::::-::±:::--:-::+--+l+-lf-t----1-----l ROPOS D 18' 54 52 50 00 --~ ~-) :--·1 I ~--j + ,_1 ::_) _;::, ,_·) _::, PIVC S .. 11.65 L F. 18" PWC @ .50% 3 73 L .. 18" P C @ .00% 25 STORM DRAIN PROFILE {PRIVATE) SCALI: lfOlilZ: t•=tO' 'IClf1ICM: , ·=2· I -' :_-~• 1:·:, X STING 18" PVC D AIN P R DWG . 50 "-t SEE DETAIL AT RIGHT FOR,--r==::::;;::::=::;:::::::::::::::===============--.----.-----,-----,----r----------------------~ ,! ,. SD. P,ROFILEI BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 25" DISC STAMPED 'CLSB-017 LS. 6215" LOCATION: NORTH EAST CORNER OF LA COSTA ELEVAllON: A VENUE BR/OGE OVER ENCINITAS CREEK, 185' ltEST OF El CAMINO REAL 19.580' DA TIJM: NGV!} 29 1--+---+-------------l----l----l---l----.llsH4EETI. _c_rT_Y_o_F_c_A_R_L=S~B_A_D__,lsHE7ETsl _ ENGINEERING DEPARTMENT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION GRADING PLAN FOR: OUN/ LA CQS'l'A BAI.LROQ,J PARKING EXPANS/a.J GRADING PLAN, STORM DRAIN PROFILE CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED: PRINCIPAL ENGINEER I--D_A_TE_1--IN_lll_A_L-1-_D_AT_E_.__IN_IT_IA_L_, I CHKD BY: --- OTHER APPROVAL CITY APPROVAL . RVWD BY: TIMOTHY 0. CARROLL PE 55381 EXPIRES 12/31/26 DATE PROJECT NO. SDP2017-0011 ~----------' DRAWING NO. 514-68 JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 V V V VFH V V X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ V V 2/5/2026 .,, I < y .. I I I I -< / ' '~·:/•• .. ' ' I I I _, • -·~ .... ' ........ ,' '· '• ' -.~ ~· . , ~ ·-' .. . .' ... _ ~-.~· r ',n ,:a un ·.· .•• :. i• .. •••••• '. \;' '.' i :: ... - ~ . . , .... ·.. .-, .: ;: ..• • --: ' ; : , ·: • . .·, •• • ~'. : : : , r. :~, ,~ ..• ~.: _+ .. ···••.c;·· .... ··~•• ,~·· •·.~~· i~9~7.~.:2:;+·••·.·~· .• ~·,,. .• -~ ........... ~·. ·•~:1: ; .-. • . ,.-. ,.:·: .,. ___ .. :.. : . ',, . . . . ··· . _,'·· . . ,· ·-.. • . • ' . •' ,_: ! .· ·.•·.·~·.•··;· .·-. ·:i <:· .... • •.• . '• -· . . . •-. . , ·-. .· .,-•. . . ' . •·' .. ·.· , _,.·,,,,_ . . _.. . ·._ : ··,. ·,·· 192 •• ::; ' • . -: . ·-: . . .••. : . . . . • . • _· .. . gg, ... • .... -·,· .... -.... - '7 .:"•Y,v-., n NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2026 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ A£LD PRIOR TO CONSTRUCTION/ ~-CrTi' ~,,,,:,rl Col· ·'.":::w,0c\F.A RO,JI/ F/i't-1·-.~D'J\S C_[FA)-.)_04-C/.dv,g ~c, ~·:O, S[~f ~:"-5p·ri LT= CF.,'.;J-3; .:,110=:-T:=P0-SJF"iEY: :=;.c12c.-c09-T:,po; L1'•= CF.U,J-3 JT _; L11JA-CF-3 ~I-ET; 211-:l'•>li,'.;°'C ®' RE'IISED: MA Y, 2025 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fa:ic:: 760-931-8680 ODoyConsultants.com ·• • CivU Engineering Planning Processing Surveying '"). >'J:-ity. vvV'< 1~ )- , • , r ,,,.,._ ' .A DESIGNED BY• P.K. DATE: MARCH, 2024 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.• _,_K"'-.H'-'-. __ JOB NO.• 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 "AS KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY• INSPECTOR -- V n / . . ~ . -. ..-:·:·\:•:_::.-.. \-· ,._"- ''. -· •• •· .•. ·,: · •.• •• .,'07 · • • ·, .• 100· .• .. vvv.y _I''\ V ' -,,J BUil T" DATE DATE . .. . -- BENCHMARK DESCRIPTION• CITY OF CARLSBAD POINT 11, BEING A 25" DISC STAMPED 'CLSB-017 LS. 6215• LOCATION: NORTH EAST CORNER OF LA COSTA ELEVATION: A VENUE BRIDGE OVER ENCINITAS CREEK, 185' ~ST OF EL CAMINO REAL 19,580' DA TUM: NC'I/J 29 Point Tobie Point Tobie Point Table Point Table oint I Northing Easting "oint 1 Northing Easting IPoint 1 Northing Easting IPoint J Northing Easting 1 197935213 6250324.46 56 1979294.30 6250204. 4.5 110 1979223.22 6250163.56 165 1979281.66 625018/,89 2 191935/,98 6250320.31 57 1919261.91 6250208.38 Ill 1979220.23 6250159.55 166 /g79284,65 6250185.89 J 1979339.88 6250310.43 58 1979263.12 6250/99.97 112 1979218.67 6250145.71 167 1979280.65 6250/88.89 4 1979339,99 6250320. 43 59 1919274.03 6250124,25 113 1919221.65 6250149.69 168 191921281 6250218.5.3 5 1979284,03 6250311.02 60 1979275.24 6250115.83 114 1979225.67 6250146.72 169 1979276.81 6250215.54 6 1979284.00 6250308.59 61 1919305.21 6250128.74 115 191922267 625014211 170 1919219.81 6250219.54 7 197928/,43 6250305.65 62 1979306.42 6250120.32 116 1979224.07 625013290 171 1979275.80 625022254 8 1979264.19 6250303.11 63 1979235.10 6250186.55 117 1979221.07 6250128.89 172 1979210.38 6250235.36 9 197927267 6250244,28 64 1979224.76 6250/90.49 118 1979228.07 6250129.90 173 1979274.39 625023237 10 1979258.69 625024226 65 1979205.30 6250185.36 119 1919225.08 6250125.90 114 1979217.38 6250236.37 II 197925281 6250248.58 66 1979200.56 6250/8241 120 1979223.49 625011207 175 1979273.38 6250239.36 12 1979257.61 6250247.16 67 1979202,80 6250118.29 121 1919226.48 6250116.05 176 1979358./4 6250014.96 13 1979255.87 6250258.87 68 1979233.37 6250/8270 122 1979230.49 62501/3.08 177 1979362.15 6250071.96 14 1919256,84 6250271.45 69 1979243.88 6250105.91 123 1919227.48 6250109.09 178 1979365./4 6250075.97 15 1979251.21 6250312.90 69 1979243.88 6250105.91 124 1979228.34 6250078.42 179 1979361,14 6250078.96 16 197921229 6250311.92 70 197921210 625010/,42 125 1979231.32 625008240 180 1919355.72 625009/,78 17 1979213.30 6250303.58 71 1979213.71 6250094.00 126 1979235.34 6250079.42 181 1979359.72 6250088.79 18 1979213.91 6250300.51 72 1979244.95 6250098.49 127 197923233 6250075. 43 182 191936272 625009279 19 1979218.92 6250265.59 73 1979257.28 62500/3.88 128 1979230.76 6250061.59 183 1979358.71 6250095.79 20 191922284 6250238. 19 14 1979224.75 6250009.20 129 1979233.16 6250065.59 184 1919353.30 6250108.61 21 197920243 6250210.03 75 197922218 6250006.21 130 1979237.76 625006260 185 1979357.30 6250105.62 22 1979181.73 6250198.09 76 1919235.83 6249996.95 /JI 1919234.77 6250058.59 186 1919360.30 6250109,62 23 1979150.21 6250/9256 77 1979254.96 6250004. 4.5 132 1979233./8 6250044.80 187 19793.56.29 625011261 24 1979149.36 6250190,22 78 1979260.44 6250009.69 133 1919236,/8 6250048.77 188 1979350,81 6250125.44 25 1979144.90 6250189. 75 79 197914260 6250291.29 134 1979240./8 6250045.80 189 1979354.88 625012244 26 1979179,48 6250066.36 80 197914248 6250296.29 135 1979237.19 6250041,80 190 1979357.81 6250126,45 27 1979180.64 625006274 81 1979129.88 6250290.90 136 1979235.62 6250027.95 191 1979353.81 6250129.44 28 1979195.83 625002/,01 82 1919129.16 6250295.90 137 1979238.60 6250031.94 192 1979348.45 625014226 29 1979181.41 6250017.83 83 1979129.83 6250293.27 138 197924262 6250028.96 193 19793.5245 6250/39.27 JO 1979178.91 62500/4,81 84 1979108.68 625029265 139 1979239,63 6250024.96 194 1979355.45 6250143.27 31 1979164.75 6250054.70 85 19793/9.19 6250036.29 140 1979297.04 6250050.27 195 1979357.45 6250146.27 32 1979173.71 6249946.83 86 1979286,/5 6250031.53 141 191930/,04 6250047.27 196 1919343.60 6250175.92 JJ 1979225.51 6249967. 13 87 1979283.67 6250027.83 142 1979304.04 6250057.28 197 1979341.61 625017292 34 1979198.42 62500/4,01 88 1979297.02 6250020.94 143 1979300.03 6250054.27 198 1919350.60 6250176,92 35 1979405. 72 6250037. 76 89 1979319.85 6250029.88 144 1979294.61 6250067.10 199 1979346.60 6250179.92 \ 36 1979446.31 6250107.16 90 1919346,31 6250056.08 145 1979298.62 6250064,10 200 1979339,91 6250201./6 37 197942290 6250266.59 91 1979344.60 6250054.06 146 1979297.61 6250071./0 201 1979343.91 6250/98./6 38 1979396.35 625029205 92 1979358.24 6250044.93 147 1979301,61 6250068.10 202 1979346,91 6250202,/6 39 1979371.95 6250377.09 93 1979377.37 625005243 148 1979292/9 6250083.92 203 197934291 6250205./6 40 1979372 02 6250323. 12 94 1919383./6 6250058.43 149 1979296./9 6250080,93 204 19 79337. 5.5 6250217.98 41 1979380.37 6250268.93 95 1979380.99 6250061.07 150 1979299./9 6250084.93 205 1979347.55 6250214.99 42 1919383.47 6250264,58 96 1919366.33 6250153.43 151 1979295./9 6250087.93 206 19 79344, 5.5 6250218.99 43 1979398.61 6250266.81 97 1979365.12 6250161.84 152 1979289.77 6250100.75 207 1979340,54 6250221.99 44 1979411.01 6250182.65 98 1979333.94 6250157.35 153 1979293.77 6250097.75 208 1979335.12 6250234.81 45 1979395. 45 6250180. 41 99 1979335.15 6250148.94 154 1979296.77 6250101,16 209 1979339./3 6250231,81 46 1979396.64 6250171.99 100 1979348.91 6250286.34 155 197929276 6250104.75 210 197934212 6250235.82 47 1979396,04 6250176,20 101 1979316.85 6250286.67 156 1979283.71 625014282 211 1979338.12 6250238.81 48 197941225 6250174.24 102 1979311.84 6250280.96 157 1979287.71 6250/39.82 212 197933270 6250251.64 49 1979425.88 625008/,81 103 19193/234 6250277.50 158 1979290.71 6250143.82 213 1979336.70 6250248.64 50 1979409. 16 6250079.34 104 1919315.74 6250274.96 159 1979286.71 6250/46.82 214 1979339.70 625025264 51 1979406.76 6250075. 43 105 1979349,39 6250279.80 160 1979280.08 6250/68.06 215 1979335.70 6250255.64 52 1979424.91 6250073.60 106 19793.51.93 6250283.20 161 1979284.08 6250165.06 216 1979330.98 6250268.56 53 1979430.98 6250105.50 107 19793.51.85 6250283.77 162 1979287.08 6250/69.06 211 1979334.28 6250265.47 40' 54 1979407.57 6250264.33 108 1979216.23 625016255 163 1979283.07 625017206 218 1979337.28 6250269.47 55 1979293.09 625021287 109 1919219.21 6250/66.53 164 1979277.65 6250184,88 219 1979333.21 625027247 1---1----+------------+---+---+--+-----I I SH5EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ~==:....::::=========:...:::::=~ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: alNI LA COSTA BAlLROOM PARKING EXPANS/Qil HORIZONTAL CONTROL PLAN CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED; TIMOTHY 0. CARROLL PRINCIPAL ENGINEER CHKD BY: __ _ RVWD BY; PE 55381 EXPIRES 12/31 /26 DATE PROJECT NO, SDP 2017-0011 DRAWING NO. 514-6B JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 V V V V V VFH V V ◊ ◊◊ ◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊◊◊◊ ◊ ◊◊ ◊◊ ◊ ◊◊ 2/5/2026 r ) I I I I I • ~ I I I "- \ 1 [ 1 I I I I f .. .. I I .. .. ® .., .., .., .., .. .., .., .., .. I J [---~::::::~~~~-~':fr~ I ~ FIBER ROLL / /.. ~~ PER SC-5 .., .., .., .. .., ~-----1 I I I I L ___ ] \ \ \ \ \ .., .., ~, I l ..i-- .., 1 / .. I "' .., ~i r-.. - I .., .., .., .., /"' I .. .., .., .., .., .., .. STAGING AND STORAGE AREA ,,----...., ' .., .., .. ~.., .., .. .., .., .., .., - .., SILT FENCE PER SC-1 .., .., .., GRAVEL BAG CHECK DAM t:~-+--------1 PER SE-6, EC-1O I c··r ~ STABILIZED CONSTRUCTION ENTRANCE PER TC-1 I GRAVEL BAGS PER SE-6, EC-1O RE'IISEO: MA Y, 2025 .., .., .. .. \ \ • - DESIGNED BY: P.K. DATE: MARCH, 2024 "AS BUil T" NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2026 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCT/ON/ ~-CrTi' ~,,,,:,rl Col· ·'.":::w,0c\F.A RO,JI/ F/i't-1·-.~D'J\S C_[FA)-.)_04-C/.dv,g ~c, ~·:O, S[~f ~:"-5p·ri LT= CF.,'.;J-3; .:,110=:-T:=P0-SJF"iEY: :=;.c12c.-c09-T:,po; L1'•= CF.U,J-3 JT _; L11JA-CF-3 ~I-ET; 211-:l'•>li,'.;°'C 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fa:ic:: 760-931-8680 ODoyConsultants.com CivU Engineering Planning Processing Surveying DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ....eK=.H~. _JOB NO.: 211010 KEITH W. HANSEN RCE 60223 EXP. ENGINEER OF WORK: REVIEWED BY: DATE: KEITH W. HANSEN RCE: 60223 INSPECTOR ____..., ' \ \ DATE DATE ~ . / ' ~ PARTY RESPONSIBLE FOR MAINTENANCE: OMNI LA COSTA RESORT ANO SPA AOOR£SS: 22100 COSTA DEL MAR, CONTACT: DAVID SMALLWOOD \ SILT FENCE PER SC-1 \\ ~ CARLSBAD.CA 92010 PHONE NO.: {808} 268-6187 PLAN PREPARED BY: NAME: KEITH W. HANSEN, PE STABILIZED CONSTRUCTION ENTRANCE SIGNATURE .., .. FENCE PER SC-1 .., \ \ \ .., ' BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 17, BEING A 25" DISC STAMPED 'CLSB-017 l.S. 6215• LOCATION: NORTH EAST CORNER OF LA COSTA ELEVATION: A VENUE BR/OGE OVER ENCINITAS CREEK, 185' ~ST OF EL CAMINO REAL. 19.580' DA TUM: NG'I/J 29 ' PER TC-1 \ I Vy \~ "D N~ COMPANY: OVAY CONSULTANTS, INC. ADDRESS: 2710 LOKER AVENUE WEST SUITE 100 CERT/flCATION ___ _ CARLSBAD, CA 92010 PHONE NO.: 760-931-7700 BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 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. ~ ~ \ CJ,/ <~\'\ 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. I Si> ' -\ \ I'\ '--------' SILT FENCE \ PER SC-1 I -iPJ'-- ------- \ 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCT/ON AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATION IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS PRIOR TO OCCUPANCY. THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCITON, 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 . BMP TABLE GRAVEL BAG CHECK DAM SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION FREQUENCY MAINTENANCE FREQUENCY PER SE-6, EC-1O HYDROMODIFICATION AND TREATMENT CONTROL I O b • / ' (f', BIOFIL TRA noN BASIN m ,.,,, WITH PARnAL RETENnON TC-32 5,117SF 514-68 J, 4, 6 QUARTERLY & AFTER MAJOR STORM EV£NT A TRASH CAPTURE BMP's CVW -a£AN EJo-cRA 1£ FU1 SEE PLAN TC-5O -~24/N£T RllER 2 EA 514-68 J, 6 \ \ SOURCE CONTROL G)@ STORM DRAIN SC-F INLET STENCILS 2 EA 514-68 J, 6 ® STREETS -SIDEWALKS sc-P• SWEEPING IT WATER QUALITY SEE DETAIL SIGN T BELOW 2 EA I • SEE SOURCE CONTROL CHECKLIST FROM THE CITY OF CARLSBAD BMP DESIGN MANUAL APPENDIX E . '\J o· 10· 40• liiiiiii5~!iiiiiiiiiiiiiii2e!O ~~~!!!! SCALE: 1" = 20' PERMANENT WATER QUALITY TREATMENT FACILITY KEEPNQ OUR WAlERWAYS a..EAN QUARTERLY QUARTERLY WEEKLY QUARTERLY MANTAIN WITH CARE -NO MODIRCATIONS WIT1-IOUT AoacY APPROVAL DETAIL -WA 1ER QUALITY SIGN NOT TO SCALE SEMI-ANNUALLY QUARTERLY QUARTERLY QUARTERLY ___ ...,,. SINGLE-SHEET BUP EXHIBIT 1----1-----+------------+---+---+--+-----I I SH6EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ~==:'....::::=========:...::::::=~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL GRADING PLAN FOR: alNI LA COSTA BAJ..1.ROOM PARKING EXPANS/Qil SINGLE SHEET BMP EXHIBIT CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER PE 55381 EXPIRES 12/31/26 DATE DATE INITIAL CHKD BY: __ PROJECT NO. DRAWING NO. 514-68 CITY APPROVAL RVWD BY: SOP 2017-0011 JN/JK JS Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026 V V V V V V V V VFH V V V X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ V V 2/5/2026 I I c__ _ _,_F.hEccN C1<1E~ 2 ---, STREET LIGHT ___ ,,..- ------= EXISTING DRIVEWAY APPROACH --------STREET LI ~--1 -2 PCC RIBBON -I .J---------:--GUTTER 2 _. :....J I ---------\~ -I -\ -- .~ c:'-?~~~-~~~4--] EXISTING A.C. STREET LIGH ~ 1 \ \ \ \. ~ EET LIOO-h <--"----------\.----\---T""i I / I I ' ..--~....-Jt-;° ST\'EET\ LIGHT I STREET LIGHT..__ _____ ..,,. I, ~ I Ii ,.::=-t~~CURB & -. 3 - GUTTER _ 2 CURB & GUTTER :.::--~ OEUaJT/a-1 PLAN REl1SEO: MAY, 2025 • H1DF'L ?n?,4 ~~ DESIGNED BY: e~ DRAWN BY: P.K. NOTE!! NOTE PROJECT MGR.: K.H. ELECTRONIC DA TA FILES ARE FOR s REFERENCE ONLY AND ARE NOT CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN 2710 Loker Avenue West CM Engineering ENGINEER OF WORK: TO BE USED FOR HORIZONTAL OR Suite 100 Carlsbad, Planning VERTICAL SURVEY CONTROL TH£ FIELD PRIOR TO CONSTRUCTION! California 9201 O Processing 760-931-7700 Fax: Surve)'ing 4/t. ©2026 O'Day Consultants, Inc. 760-931-8680 ODoyConsultants.com KEITH W. HANSEN i;: \L' 'II) _I11r ~eso--l'o t CoL.rsE\::li'LLlc'.X\,] ~:<~A'-1~1Llr-1\111IJ_G-'AU .:,_:A :Ji cwq C2b ,_:J, :!IJ'.cf; 41.u- _!i-~"s: 11()_'._;l!/·.L.:-J; 21·~,c-U 'C-'SU /\'L '; C•\01~ 1-u~,s-c~~; 11 IIJ_'._; U,L:-)_lj IL: 1' C/•.-G '-j_~I I_I, :::· CIU-1'1i•.I''.; EXISTING A.C. \ *. u EXISTING DRIVEWAY AND GATES J \ \ -----,11 ~~~i~=;;;;:::::fi~~ STREET LIGH )l 2 DATE: MARCH, 2024 SCALE: AS SHOWN JOB NO.: 211010 DATE: RCE: 60223 ' I • .. _\ -- CURB & GUTTER 1 SIDEWALK & FENCE 6.LJc;./6. OEMOLIT/ON NOTES DENOTED ON PLAN AS.·(j) (f) PROTECT IN PLACE (!) REMOVE AND DISPOSE OFF-SITE (}) SAW-CUT ANO REMOVE, DISPOSE OFF-SITE "AS BUil T" KEITH W. HANSEN DATE RCE 60223 EXP. RE~EWED BY: INSPECTOR DATE \ EXISTING SIDEWALKS & WALLS / \ \ o· 30' 15 60' SCALE: 1" = 30' BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 17, BDNG A 25" 0/SC STAMPm "CLSB-017 L.S. 6215" LOCA TlON: NORTH EAST CORNER OF LA COSTA ELEVAllON: A 'IENUE BRIDGE 01/ER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. 19.580' DA TUM: NGVO 29 I S7ET I I SH7TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: OUN/ LA cns'T,4 BALL.ROal PARKING £XPANS1a-/ DEMOLITION PLAN CD 2024-0027 GR2024-0012 AMEND 2017-0026 APPROVED: TIMOTHY 0. CARROLL PRINCIPAL ENGINEER PE 55381 EXPIRES 12/31/26 DATE I CHKD BY: I DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTI,ER APPROVAL CITY APPROVAL SDP2017-0011 514-68 RVWD BY: JS JN/JK Docusign Envelope ID: 761D271F-DA80-4817-A670-D7B39C2E33DE 3/11/2026