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HomeMy WebLinkAboutDWG 539-4C; CUP 2023-0001; OMNI LA COSTA DRIVING RANGE EXPANSION; 01-12SUP 2023-0001 GRADING NO TES (IN ADDITION TO TH£ R£0UIR£M£NTS OF CHAPTER 15. 16 OF TH£ CARLSBAD MUNICIPAL CODE.} /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARD/NC GRAD/NC SHOWN ON THIS SET OF PLANS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT TH£ £NC/NEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3 CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENC/NEER-OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NC CONSTRUCTION ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO TH£ CITY £NC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NC/NEER WILL 8£ R£0UIR£0 FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE. A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£ FILED NAM/NC TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITT££'s POLICY IN TH£ MINIMUM AMOUNT OF /1, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY TH£ INSURANCE COMPANY WRIT/NC TH£ POLICY MUST HAVE A RAT/NC OF 'A-" OR BETTER AND A SIZE CATEGORY OF CLASS WI OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING CU/DE. 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH£ CITY ANO OTHER APPROPRIATE AGENCIES. 6. 7 8 9. REVISION OF THESE PLANS MAY 8£ R£0UIR£0 IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DAT£ OF TH£ IMPROVEMENT AGREEMENT APPROVAL OF THESE PLANS BY TH£ CITY £NC/NEER DOES NOT AUTHORIZE ANY WORK OR GRAD/NC TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRAD/NC PERMIT HAS BEEN ISSUED. NO REVISIONS WILL 8£ MAO£ TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY £NC/NEER, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS ANO TH£ TITLE SHEET ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON 8£/NC SIGNED BY TH£ CITY £NC/NEER 10. TH£ ORIGINAL DRAW/NC SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY 11. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO TH£ PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF· (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL £NC/NEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO TH£ CITY £NCIN££RINC INSPECTOR WITHIN TWO WORK/NC DAYS OF TH£ COMPLETION OF FIELD TESTS. 13 A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARD/NC ADHERENCE TO RECOMMENOA TIONS OUTLINED IN TH£ SOILS REPORT IS R£0UIR£0 PRIOR TO TH£ ISSUANCE OF A BUILD/NC PERMIT ALL CONTROLLED GRAD/NC SHALL 8£ DON£ UNDER TH£ DIRECTION OF A PROFESSIONAL £NC/NEER OF TH£ STAT£ OF CALIFORNIA PR/NC/PALLY 00/NC BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH£ "EARTHWORK SPECIF/CATIONS" ATTACHED TO TH£ PRELIMINARY SOILS INVEST/CATION DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEET/NC SHALL 8£ HELD AT TH£ SIT£ PRIOR TO TH£ BECINNINC OF WORK AND SHALL 8£ ATTENDED BY ALL R£PR£S£NTA TIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TEST/NC AND ALL OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR WILL 8£ CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A DAT£ AND TIM£ FOR TH£ PRECONSTRUCTION MEETING APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING TH£ GRAD/NC PERMIT WILL 8£ PROVIDED BY TH£ PROJECT INSPECTOR AT TH£ MEETING 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEET/NC WILL 8£ MAO£ BY CALL/NC TH£ £NCIN££RINC 24.-HOUR INSPECTION REQUEST LIN£ AT {760)4.J8-J891. INSPECTION REQUEST MUST 8£ R£C£/VEO PRIOR TO 2.·00 P.M ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MAO£ TH£ NEXT WORK DAY UNLESS YOU R£0U£ST OTHERWISE. REQUESTS MAO£ AFTER 2.·00 P.M WILL 8£ SCHEDULED FOR TWO FULL WORK DA rS LATER. 16. TH£ OWNER ANO/OR APPLICANT THROUGH TH£ DEVELOPER ANO/OR CONTRACTOR SHALL 0£SICN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHOR/NC, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STAT£ ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17 TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY £NC/NEER ANO/OR CONCERNED AGENCY SHOW/NC TH£ 0£SICN OF SHOR/NC, BRACING SLOP/NC OR OTHER PROVISIONS TO 8£ MAO£ OF WORKER PROTECTION FROM TH£ HAZARD OF CA VINC GROUND OUR/NC TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NC TH£ PIP£ INSTALLATION TH£R£/N THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MOR£ IN DEPTH ANO APPROVED BY TH£ CITY £NC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VAR/£S FROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE. TH£ PLAN SHALL 8£ PREPARED BY A R£CIST£R£0 £NC/NEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION. 18 NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLAST/NC PERMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AREA OUR/NC CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY ANO TH£ PERM/TT££ WILL NOTIFY TH£ CITY £NC/NEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS R£C£/VEO WRITTEN AUTHORITY FROM TH£ CITY £NC/NEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO. INCLUDING WARM/NC UP. REPAIR, ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOVING £0UIPM£NT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRAD/NC EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7·00 A.M ANO 6:00 P.M EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRAD/NC OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOL/OA YS. (A LIST OF CITY HOL/OA rS IS AVAILABLE AT TH£ £NCIN££RINC DEPARTMENT COUNTER.} 21. ALL OFF-SIT£ HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TO TH£ CITY £NC/NEER FOR APPROVAL TWO FULL WORK/NC DA rS PRIOR TO BECINNINC OF WORK. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF TH£ CRAOINC OPERATION. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WAST£ MATERIAL SHALL 8£ DEPOSITED AT, A SIT£ APPROVED BY TH£ CITY ENGINEER. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ CRAOINC OPERATION. 23 BRUSH SHALL 8£ REMOVED ONLY WITHIN TH£ AREA TO 8£ GRADED. NO TREES AR£ TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON TH£ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. CRAOINC RES.UL TING IN TH£ PONO/NC OF WA T£R IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ON£ PERCENT SLOPE. 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 £NC/NEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH CR.AO£ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. TH£ SIT£ SHALL 8£ LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SIT£ APPROVED OF BY TH£ CITY £NC/NEER. 27 ALL SLOPES SHALL 8£ IRRICATEO, STABILIZED, PLANTED ANO/OR HYOROS.££0£0 WITHIN TEN (10) DAYS OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO CR.AO£ AS SHOWN ON TH£ APPROVED CR.AO/NC PLANS. 28 LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS R£0UIR£0 BY TH£ Ci TY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT, DRAW/NC NO 539-4.M, ANO/OR AS DIRECTED BY TH£ CITY £NC/NEER OR CITY PLANNER. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE CR.AO/NC PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE ANO /RR/CATION PLANS ANO TH£ IMPROVEMENT PLANS AS REOUIR.£0 FOR THIS WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIM£ R£0UIR£M£N TS. JO. WHERE AN EXIST/NC PIP£ LIN£ IS TO 8£ ABANDONED AS A RES.ULT OF TH£ GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILD/NC OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIP£ WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY TH£ CITY £NC/NEER. JI TH£ EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON TH£ CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLEO TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS R£0UIR£0 TO TAK£ OU£ PRECAUTIONARY MEASURES TO PROTECT TH£ UTILITIES SHOWN ON TH£ PLANS ANO ANY OTHER EXIST/NC FACILITIES OR STRUCTURES NOT SHOWN 32. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND} WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AHEAD OF GRAD/NC TO PERMIT TH£ REVISION OF TH£ GRAD/NC PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK. 33 TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (S££ BELOW} AT LEAST 2 FULL WORK/NC DA rS PRIOR TO START/NC GRAD/NC NEAR THDR FACILITIES ANO SHALL COOROINA T£ TH£ WORK WITH A COMPANY REPRESENTATIVE UNDERGROUND SERVICE ALERT SOC&£ AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN} CITY OF CARLSBAD (SEWER, WA T£R & RECYCLED WATER} LEUCADIA WAS TEWA T£R DISTRICT 34. PERMIT COMPLIANCE R£0UIR£M£NTS.· 811 (800) 411-7343 (619} 237-2787 (800) 227-2600 (619) 262-1122 (760) 434-2980 (760) 438-2722 (760) 753-0155 A. FOR CONTROLLED CR.AO/NC -TH£ APPLICANT HIRES A CIVIL £NC/NEER, SOILS £NC/NEER, ANO/OR CEOLOCIST TO GIVE TECHNICAL ADVICE. OBSERVE ANO CONTROL TH£ WORK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. 8 PRIOR TO COMPLETION OF CR.AO/NC WORK -TH£ FOLLOW/NC REPORTS MUST 8£ SUBMITTED TO TH£ CITY £NC/NEER VIA TH£ PROJECT INSPECTOR /15.16.120/ CARLSBAD MUNICIPAL CODE.· (!} FINAL REPORT BY SUPERVISING GRAD/NC £NC/NEER STAT/NC ALL GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANT/NC ANO /RR/CATION AR£ INSTALLED IN CONFORMANCE WITH CITY COO£ ANO TH£ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NCIN££RINC DEPARTMENT). (2) AS-BUil T GRAD/NC PLAN (J) REPORT FROM TH£ SOILS £NC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC CAPACITIES, A STA T£M£NT AS TO TH£ EXPANSIVE DUALITY OF TH£ SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY TH£ SOILS £NC/NEER THAT TH£ GRAD/NC WAS DON£ IN ACCORDANCE WITH TH£ R£0UIR£M£NTS ANO RECOMMENOA TIONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4.) REPORT WITH AS-BUILT CEOLOCIC PLAN, IF R£0UIR£0 BY TH£ CITY. 35. UNLESS A CRAO!NC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (1) YEAR AFTER TH£ CITY £NC!N££R's APPROVAL, THESE PLANS MAY 8£ REOUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ R£0UIR£0 FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH TH£ CITY STORM WA T£R STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE ''sTENC!LS" 8£ ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM STENCILS SHALL 8£ ADDEO TO TH£ SA TIS.FACTION OF TH£ CITY £NC/NEER. DECLARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM TH£ £NC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS ANO PROFESSIONS CODE. ANO THAT TH£ 0£S!CN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS £NC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN 01!A Y CONSULTANTS, INC 2710 LOKER A VENUE WEST, SUIT£ 100 CARLSBAD, CALIFORNIA 920/0-7317 (760} 931-7700 KDTH HANSEN R. CE. NO. 60223 DA TE 8/18123 6/30/24 EXP.: ____ _ SOILS ENGINEER'S CERT/FICA TE I, ANDREW T SHOASHEKAN. A REC/STEREO CIVIL £NC/NEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ WAS MAD£ BY A R£C!ST£R£D PROFESSIONAL OF CEOCON WEST, INC ON 4./15/2021, 6/20/22 {REVISED 8/2/22), 2/2/23 {REVISED J/21/23), ANO 7/20/23 {REVISED 7/24./2Jl ANO WAS REVIEWED BY ME FOR CONFORMANCE WITH TH£ APPLICABLE SPECIFICATIONS H£R£/N. TWO COPIES OF TH£ SOILS REPORTS COMPILED FROM THESE STUDIES, WITH MY RECOMMENOA TIONS, HA VE BEEN SUBMITTED TO TH£ OFFICE OF TH£ CITY £NC/NEER. ~9-0rESS1 0' ,._ 1. SHOAs_. 0 -~"' <",c ;..::, .;r ~ ,:;-> "' -z ~ P.E. NO: 93940 PE 93940 !z} DA TE· _ _,Bc_/1'-'7'-'!2'-"0"'2,,_3 __ CIV\\.. OF CALI\ LICENSE EXP/RATION OA TE 9/J0/2024 OWNER 'S CERT/FICA TE I (WE) HEREBY CERTIFY THAT A REC/STEREO SOILS £NC/NEER OR CEOLOCIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRAD/NC ACTIVITY ANO ADVISE ON TH£ COMPACTION ANO STABILITY OF TH£ SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP. I (WE) ALSO ACRE£ A QUALIFIED SWPPP PRACTITIONER (QSP} HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE IMPLEMENTATION OF TH£ SWPPP IN ACCORDANCE WITH TH£ CALIFORNIA CONSTRUCTION ORDER ANO MUNICIPAL PERMIT, LA TEST VERSION. r. n ~ n ~ 8/14/2023 PAUL A. ✓ORCE. OWNERS.-REPRESENTATIVE DAT£ PREPARED: JULY, 2023 NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION! G:\211010-0mni Resort Golt Course\GRAOING PLAN_2\SHEH FILES\2110_GRA0-2_01 -Tille.dwg Aug 11, 2023 11:llcm Xrefs: 2llOA-GP-2_SKET: 2110SUP-2_VICM 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY, P.K. DA TE, JANUARY 2023 DRAWN BY, _ _,P-".K°'·--SCALE , AS SHOWN PROJECT MGR., ~K-~H·~-JOB NO., 211010 ENGINEER OF WORK, DATE, 8/18123 KEITH W. HANSEN RCE, 60223 EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS R£0UIR£0, CONTACT DAVID SMALLWOOD AT (760) 931-7525 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MAO£ AVAILABLE AT ALL TIMES OUR/NC TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILEO ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT 3 FOR PROJECTS COVERED BY STAT£ SWPPP/W0/0, IN ACCORDANCE WITH TH£ CONSTRUCTION ORDER ISSUED BY TH£ CALIFORNIA REGIONAL WATER DUALITY CONTROL BOARD, TH£ OUALIFIED SWPPP PRACTITIONER (OSP} SHALL UPDATE AND MAINTAIN TH£ WATER POLLUTION CONTROL (WPC} PLAN TO ADDRESS UPOA TEO SIT£ CONDITIONS OF TH£ PROJECT TH£ UPOAT£0 WPC PLAN ANO UPDATED SWPPP SHALL 8£ KEPT AT TH£ PROJECT SIT£ ANO MAD£ AVAILABLE TO TH£ CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP's BEYOND TH£ ORIGINAL APPROVED SWPPP SHALL 8£ PROVIDED TO ADDRESS SIT£ CONDITIONS NOT ANTICIPATED. TH£ QSP SHALL REPORT BMP 0£FIC/£NC/£S TO TH£ CITY INSPECTOR. TH£ QSP SHALL OBTAIN APPROVAL FROM TH£ CONTRACTOR's OUAL!F/£0 SWPPP DEVELOPER ANO TH£ CITY INSPECTOR REGARD/NC ANY SICN!FICANT CHANCES TO BMP DEPLOYMENT 4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER, TO TH£ SATISFACTION OF TH£ CITY £NC/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£ R£0UIR£0 BY TH£ CITY £NC/NEER ANO/OR CITY INSPECTOR OU£ TO UNCOMPL£T£0 GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE ANO 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 ANO/OR EROSION CONTROL PLAN SHALL 8£ INCORPORA TEO 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 8£ IN PLACE AT TH£ £NO OF EACH WORKING DAY WHEN TH£ FIVE(5) OAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WITH J/4 INCH MINIMUM ACCRECATE. 11. SHOULD CERMINA TION OF HYOROS££0£0 SLOPES FAIL TO PROVIDE EFFECTIVE CO VERA CE OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15, TH£ SLOPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF TH£ EROSION ANO SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT CONSERVATION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANT/NC ANO !RR/CATION SHALL 8£ INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIFICATIONS ANO TH£ FOLL OW/NC· A. HYOROS££0£0 SHALL 8£ APPLIED TO· I. ALL SLOPES THAT AR£ GRADED 6.·1 (HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE.· o. 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 TH£ FOLLOW/NC CONDITIONS EXIST· o. NOT SCH£0UL£0 FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 OA YS OF ROUCH GRADING b. IOENTIF/£0 BY TH£ PARKS ANO RECREATION DIRECTOR AS HICHL Y VISIBLE TO TH£ PUBLIC. c. HAVE ANY SPECIAL CONDITION IOENTIF/£0 BY TH£ CITY £NC/NEER THAT WARRANTS IMMEDIATE TREATMENT 8 HYOROS.££0£0 AREAS SHALL 8£ /RR/CA TEO IN ACCORDANCE WITH TH£ FOLLOWING CRITERIA: I. ALL SLOPES THAT AR£ CRAOEO 6: I OR STEEPER ANO THAT ARE o. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HANO WA TERINC FROM OU/CK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL 8£ WA T£R£0 BY A CONVENTIONAL SrSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL 8£ IRRICAT£0 AS APPROVED BY TH£ CITY £NC/NEER. PRIOR TO HYOROS.££0/NC TH£ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/OE /RR/CATION TO TH£ CITY £NC/NEER. TH£ PROPOSAL SHALL 8£ SPECIFIC REGARD/NC TH£ NUMBERS, TYPES ANO COSTS OF TH£ ELEMENTS OF TH£ PROPOSED SrSTEM 3 /RR/CATION SHALL MAINTAIN TH£ MOIST/JR£ LEVEL OF TH£ SOIL AT TH£ OPTIMUM LEVEL FOR TH£ GROWTH OF TH£ HYOROS.££0£0 GROWTH C. HYOROS.££0/NC MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING· I. S££0 MIX SHALL CONSIST OF NO LESS THAN.· o. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCU£ c. J lbs. PER ACRE OF£ SCHOOL CIA CAL/FORNICA d 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} l 1/2 lb. PER ACRE OF 0/MORPHOLECA g. I T£MS c, d, e, ANO f OF THIS SUBSECTION MA Y 8£ OM! TT£D ON LOCATIONS WHERE TH£ AREA 8£/NC HYOROS££D£0 IS NOT VISIBLE FROM £/THER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN FIX/NC BACTERIA ANO APPLIED ORY £/THER BY DRILL/NC OR BROADCAST/NC BEFORE HYOROS.££0/NC 1. ALL S££0 MATERIALS SHALL 8£ TRAN SP OR TEO TO TH£ JOBS! T£ IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAC ATTACHED TD, OR PRINTED ON SAID CON TA!NERS. ;. NON-PHYTO-TOX!C WETTING AGENTS MAY 8£ ADDEO TO TH£ HYOROS££0£0 SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR. Z TYPE I MULCH APPLIED AT TH£ RAT£ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ ANCHORED TO TH£ SLOP£ BY MECHANICALLY PUNCH/NC NO LESS THAN 50% OF TH£ STRAW INTO TH£ SOIL. 3 FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ RA TE OF 500 lbs. PER ACRE. 0. AREAS TO 8£ HYOROS££0£0 SHALL 8£ PREPARED PRIOR TO HYOROS.££0/NG Br /. ROUGHEN/NC TH£ SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF· o. TRACK WALK/NC SLOPES STEEPER THAN 6.· / b. HARROWING AREAS 6: I OR FLATTER THAT AR£ SUFFIC!ENTL Y FRIABLE. c. RIPP/NC AREAS THAT WILL NOT BREAK UP US/NC ITEMS o OR b ABOVE. 2. CONDITION/NC TH£ SOILS SO THAT IT IS SUITABLE FOR PLANT/NC Br o. ADJUST/NC TH£ SURFACE SOIL MOISTURE TO PROV/OE A DAMP BUT NOT SA TURA TEO SEED 8£0. b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NC OR COVER/NC SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYOROS££0£0 AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROS.££0£0 IS TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED ANO ALL BONDS RELEASED. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVA L ~/J =VED BY: LWD DISTRICT ENGINEER ~~ C33692 8118/2023 Dexter S. Wilson, PE RCE Date Dexter Wilson Engineering, Inc. 613012024 Firm Exp. Date CITY OF OCEANSIDE PACIFIC OCEAN CITY OF VISTA CITY OF _.,__~ ENCINITAS '----...A..J VICINITY MAP NOT TO SCALE INDEX OF SHEETS I VICINI TY MAP. NO TES, LECENO 2, KEY MAP, L WO NOTES, EASEMENTS 3, STREET SECTIONS, OETA!LS, ABANDONMENT NOTES 4 DEMOLITION PLAN 5 HORIZONTAL CONTROL PLAN-CURB 6-9 CR.AO/NC PLAN 10-11 STORM ORAIN PLAN 12 SIN CLE SHEET BMP EXH/81 T LEGAL DESCRIPTION LOTS 3 4, 10, 12, 13, 16, 19, ANO 20, OF CARLSBAD TRACT NO OJ-01, LA COSTA RESORT ANO SPA, IN TH£ CITY OF CARLSBAD, IN TH£ COUNTY OF SAN 0/ECO, STAT£ OF CALIFORNIA, ACCORD/NC TO MAP NO. 14984 FILED IN TH£ OFFICE OF TH£ COUNTY RECORDER OF SAN 0/ECO COUNTRY, MARCH 18, 2005, ANO A PORTION OF LOT 37 OF TRACT OJ-01-02 LA COSTA RESORT ANO SPA, IN TH£ CITY OF CARLSBAD, IN TH£ COUNTY OF SAN 0/ECO, STAT£ OF CALIFORNIA, ACCORD/NC TO MAP NO. 15108 FILED IN TH£ OFFICE OF TH£ COUNTY RECORDER OF SAN 0!£CO COUNTY, SEPTEMBER 19, 2005, OWNER/DEVELOPER ' OMNI LAS COSTA RESORT ANO SPA 2100 COSTA DEL MAR ROAD, CARLS.BAO, CA. 92009 REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS No. 167-7, 168-68, 168-9, 169-4, 233-6, 78,· 235-9, 244-IA, 397-2C, 2H, 21,· 808-1, 422-6H, 503-4, 921-6, 927-1. EARTHWORK QUANTITIES cur 29,100 cu. YDS. FILL: 29, 400 CU. YOS. R£M£0/AL: 5, 750 CU YOS. EXPORT O CU YOS. NOTES.· I. THESE OUANTITIES AR£ FOR BONO/NC PURPOSES ONLY. CONTRACTOR TO VERIFY TO HIS SA TIS.FACTION. Z CONTRACTOR SHALL SUBMIT ANO R£C£/VE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAUL/NC DIRT OR CONSTRUCTION MA T£RIALS TO OR FROM TH£ SITE. BENCHMARK DESCRIPTION, CITY OF CARLSBAD POINT 17, 8£/NC A 2.5" DISC STAMPED ''cLSB-017 LS. 6215" LOCATION , NORTH £AST CORNER OF LA COSTA AVENUE BR/DC£ OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL ELEVATION, 19.580' DATUM, NCVO 29 BASIS OF BEARINGS CALIFORNIA COORDINATE SYSTEM (CCS BJ} ZONE 6, £POCH 1991.35, BASED UPON GRID BEAR/NC BETWEEN CITY OF CARLSBAD CONTROL POINTS 17 ANO 96 PER RECORD OF SURVEY NO. 17271. IE. N 15' 52' 25" W SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THIS PLAN WAS GENERATED BY AERIAL PHOTOGRAPHY INFORMATION GATHERED ON FEBRUARY 25, 2021, ANO NOVEMBER 3, 2021 BY A£ROT£CH MAPP/NC, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION CITY OF SAN MARCOS ITE WORK TO BE DONE TH£ GRAD/NC WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANT/NC OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUil T GRAD/NC PLANS, AS-BUil T CEOLOCIC MAPS ANO REPORTS, ALL AS SHOWN OR R£0UIR£0 ON THIS SET OF PLANS ANO TH£ CITY STANDARDS, SPECIFICATIONS, R£0UIR£M£NTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT TH£ TIM£ OF CONSTRUCTION, AS DIRECTED BY TH£ CITY £NC/NEER. /. 2. J. 4. 5. CARLSBAD MUNICIPAL CODE. CITY OF CARLS.BAO £NCIN££RINC STANDARDS. THIS SET OF PLANS. CUP 202J-0001/SUP202J-0001 (0£V202J-0004) CITY PLANNER APPROVAL LETTER DATED MAY 12. 2023 TH£ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (CR££N BOOK}. 6 7 SOILS REPORTS ANO RECOMMENDATIONS BY CEOCON DATED 4/15/2021, DATED 6/20/22 (REVISED 8/2/22), DATED 2/2/23 (REVISED 3/21/23), ANO DATED 7/20/23 (REVISED 7/24/23} TH£ SAN 0/ECO AREA REGIONAL STANDARD DRAWINGS AS MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD £NC!N££R!NC STANDARDS. 8 CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 9, ENVIRONMENTAL APPROVAL DOCUMENTS OAT£0 MAY 12. 2023 10 STORM WATER POLLUTION PREVENTION PLAN PREPARED BY 01!AY CONSULTANTS. INC. 11. 12. DA TEO JULY 17 2023 SW NO N A W0/0 NO. 9 J7C40/J71 STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS. DA TEO JULY 25. 2023 SWMP NO. N A CALIFORNIA STORM WATER DUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SIT£ BMP MANUAL LEGEND NOT£: QUANTITIES AR£ FOR BONO/NC PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. STANDARD owes. AR£ SAN 0/ECO REGIONAL STOS. UNLESS NOTED OTHERWISE. DESCRIPTION STD. DWG. SYMBOL QUANTITY SUBDIVISION BOUNDARY. £AS£M£N T LIN£. GRADED SWALE FINISH SURFACE CONTOUR W/ELEVA TION. GRADED SLOPES (Z· I MAX}. DAYLIGHT LIN£. CUT/FILL LIN£ PROPOSED CART PATH. EXIST/NC IMPERVIOUS AREAS TO 8£ REMOVED LIMIT FEMA ZONE A'. LIMIT EXIST/NC & PROPOSED 100-YR /NUNDA T!ON. STORM ORAIN CLEAN-OUT (TYPE "A") . _0-09_ ---···-···--------45J--y -1'._ c-cl'... --1'._ -"r"-,,._ C ,,-,, r ~ 16,462S.F ~ IJ0,224 S.F -0-------0----- STORM DRAIN CATCH BASIN TYPE 'F' & 'C' 0-07, 0-08 ml □ 2 £A. 4 £A. WITH 8/0CLEAN CRATE INLET FIL T£R (SE£ SHEET 2} STORM DRAIN CATCH BASIN 12" NYLOPLAST (PRIVATE} WITH 8/0CLEAN CRATE INLET FILTER (SE£ SHEET 2}. □ RIP-RAP (SIZE PER PLAN}. 0-40 TYPE 2 ~ PVC 8/0FILTRATION BASIN UNDER DRAIN (PERFORATED} /8" HOP£ STORM DRAIN (PRIVATE} -SB -- --SB -- JO £A. 3 £A. 268 LF 722 LF _-_so=-~-= 12" HOP£ STORM DRAIN (PRIVATE} =-=SO= = 763 LF 8" HOP£ STORM DRAIN (PR/VA TE} . -=-=-SD --374 LF "U" DITCH 0-75(8}. __ ,.,,::----"" --.:~-----856 L.F PROPOSED AC PAVEMENT (J" OVER 12'' AB) PROPOSED CURB PROPOSED CURB & CUTTER PROPOSED AC DIKE. ABANDONMENT NOTES SE£ SHEET 3 FOR ABANDONMENT NOTES C-01 C-02 .C-05. POST-CONSTRUCTION BMP EXEMPT FROM TABLE 1,089 L.F 383 L.F 900 L.F EXEMPT FROM STORM WATER R£0UIR£M£N TS THAT APPL Y.· TRASH CAP TUR£? HYOROMOO!FICA TION? ~ STANDARD STORMWAT£R R£0UIR£M£NTS PRIORITY PROJECT R£0UIR£M£NTS ~ YES NO ~ YES' NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NOs. MAINTENANCE AGREEMENT FREQU ENCY TC-32 8/0FIL TRA TION OMNI YES 3, 8 SEMI-ANNUALLY BASIN RESORTS 810 CLEAN TC-50 BIO-CRATE OMNI YES 6, 7 QUARTERLY FULL 12-12-12 RESORTS 8/0 CLEAN TC-50 BIO-CRATE OMNI YES 8 QUARTERLY FULL 36-36-24 RESORTS TOTAL LOT AREA -216 AC. "AS BUILT" TOTAL DISTURBED AREA -14.J AC TOTAL REPLACED IMPERVIOUS AREA = 14.237 SF TOTAL PROPOSED IMPERVIOUS AREA -/09, 1/0 S.F. KEITH W. HANSEN DATE RCE 60223 EXP. THIS PROJECT IS LOCATED WITHIN ASSESSOR's PARCEL NUMBERS.· 216-590-02. 03,· 216-591-02-04, 08,· 216-610-08, 09. ONSIT£ BMP's FOR THIS PROJECT AR£ TO 8£ MAINTAINEO BY TH£ DEVELOPER ANO/OR FUTURE OWNERS. REVIEWED BY, TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 360, £ 1683 STREET AOORESS 2100 COSTA DEL MAR RO. CARLSBAD, CA., 92009 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL INSPECTOR DATE I S1EET I CITY OF CARLSBAD I SH1E2 TS I ENGINEERING DEPARTMENT CRAOINC PLAN FOR: OMNI LA COSTA DRIVING RANGE EXPANSION VICINITY MAP, NOTES, LE.CE.ND CR 2023-0018 APPROVED, JASON s. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY, PROJECT NO. DRAWING NO. RVWD BY, CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 8/18/23 SUP 2023-0001 EXISTING EASEMENTS DENOTED ON PLAN AS'.-[Zj I LEUCADIA COUNTY WATER DISTRICT SEWER & PUMP STATlON DOC 123282 REC 7-9-1965 2 LEUCADIA COUNTY WATER DISTRICT SEWER EASEMENT DOC 2002-/1902/0 REC 12-27-2002 J SOG&E EASEMENT DOC 105863 REC 6-11-1964 4 COSTA REAL MUNICIPAL WATER DISTRICT EASEMENT DOC 87-598022 REC l0-2J-l987 5 LEUCADIA COUNTY WATER DISTRICT SEWER PIPELINE DOC 97-0583207 REC 11-18-1997 6 SOG&E EASEMENT DOC 206119 REC 9-16-1969 7 SOG&E EASEMENT DOC 184937 REC ll-2J-l966 8 LEUCADIA COUNTY WATER DISTRICT PIPELINE DOC 169171 REC 9-16-1969 9 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC 73-168249 REC 6-20-1973 10 LEUCADIA COUNTY WATER DISTRICT UTlLITY EASEMENT DOC DOC 138157 REC 8-11-1961 If LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC /38157 REC 8-11-1961 12 LEUCADIA COUNTY WATER DISTRICT UTlLITY EASEMENT DOC 91495 REC 5-29-1962 /J CARLSBAD MUNICIPAL WA llR DISTRICT PIPELINES DOC. 74-273988, REC 10-15-1974 14 COSTA REAL MUNICIPAL WATER DISTRICT DOC. 84-380189 REC 10-8-1984 15 LEUCADIA COUNTY WATER DISTRICT SEWER & PUMP STATlON DOC 123282 REC 7-9-1965 16 LEUCADIA COUNTY WATER DISTRICT SEWER EASEMENT DOC 2002-11902/0 REC 12-27-2002 17 SOG&E EASEMENT DOC 105863 REC 6-11-1964 18 LEUCADIA COUNTY WATER DISTRICT UTlLITY EASEMENT DOC DOC 138157 REC 8-11-1961 19 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC /38157 REC 8-11-1961 20 LEUCADIA COUNTY WATER DISTRICT UTlLITY EASEMENT DOC 91495 REC 5-29-1962 SPEC/Al CONSTRUCT/ON NOT£· NESTING 8/110 ~ llAPT0/1 AVOIOANC£· POT£N11AL DIRECT/INDIRECT IMPACTS ON NESTlNG COMMON BIRD ANO RAPTOR SPECIES WILL REQUIRE COMPLIANCE WITH TH£ MBTA ANO CDFG COD£ S£C110NS 3503, 3503.5, AND 3513. CONSTRUCTlON OUTSIDE TH£ N£S11NG SEASON (BETWEEN SEPTEMBER 16TH ANO JANUARY 31ST} DO NOT REQUIRE PRE-REMOVAL N£S11NG BIRD SURVEYS. IF CONSTRUCTION IS PROPOSED BETWEEN FEBRUARY 1ST ANO SEPTEMBER 15TH, A QUALIFIED BIOLOGIST SHOULD CONDUCT A N£S11NG BIRD SURVEY(S) NO MOR£ THAN THREE (3) DAYS PRIOR TO IN/TlA 110N OF GRADING OR CONSTRUCTION TO DOCUMENT TH£ PRESENCE OR ABSENCE OF N£S11NG BIRDS WITHIN OR DIRECTLY ADJACENT (/00 FEET) TO TH£ STUDY AREA. TH£ SURVEY(S) WOULD FOCUS ON l0£N11FYING ANY BIRO OR RAP TOR NESTS THAT WOULD BE 0/RECTL Y OR INDIRECTLY AFFECTED BY CONSTRUCTION ACTIV/11£S. IF ACTlVE NESTS ARE DOCUMENTED, SPECIES SPECIFIC MEASURE SHALL BE PREPARED BY A QUALIFIED BIOLOGIST ANO IMPLEMENTED TO PREVENT ABANDONMENT OF TH£ ACTlVE NEST. AT A MINIMUM, GRADING IN TH£ VICINITY OF A NEST SHALL BE DETERRED UNTIL THE YOUNG BIRDS HA VE FLEDGED. A MINIMUM EXCLUSION BUFFER OF 100 FEET SHALL BE MAINTAINED DURING CONSTRUCTlON, DEPENDING ON TH£ SPECIES ANO LOCATION. TH£ PERIMETER OF TH£ NEST SETBACK ZONE SHALL BE FENCED OR ADEQUATELY DEMARCATED WITH STAKES AND FLAGGING AT 20-FOOT INTERVALS, ANO CONSTRUCTlON PERSONNEL ANO AC11V/11£S RESTRICTED FROM TH£ AREA. A SURVEY REPORT BY A QUALIFIED BIOLOGIST VERIFYING THAT NO ACTlVE NESTS AR£ PRESENT, OR THAT TH£ YOUNG HA VE FLEDGED. SHALL BE SUBMITTED TO TH£ CITY PLANNER FOR REVIEW ANO APPROVAL PRIOR TO INITlA 110N OF GRADING IN TH£ NEST-SETBACK ZONE TH£ QUALIFIED BIOLOGIST SHALL SERVE AS A CONSTRUCTlON MONITOR DURING THOSE PERIODS W/-1£N CONSTRUCTION ACTIV/11£S OCCUR NEAR ACTlVE NEST AREAS TO ENSURE THAT NO INADVERTENT IMPACTS ON THESE NESTS OCCUR. CAUTlON.· £N£RGIZ£0 OVERHEAD CONDUCTORS, £LEVA 110N VARIES, MUST MAINTAIN 20' RADIAL CLEARANCE FROM TRANSMISSION LIN£ SUPPORTlNG STRUCTURES & FOUNOATlONS, IF ANY WORK IS WITHIN 20' RADIAL CLEARANCE, STANDBY LINEMAN IS REQUIRED FOR SAFETY WATCH. PROTECT IN PLACE EXISTlNG STRUCTURES, GUYS & ANCHORS FOR THE PROPOSED OMNI-LA COSTA GOLF COURSE. CONTACT DIVERSIFIED UTlLITY SERVICES INC. (858-278-2880) 30 DAYS IN ADVANCE OF CONSTRUCTlON TO SCHEDULE STANDBY WHEN REQUIRED. SOC&£ VEHICLE ACCESS TO EXISTING ON-SIT£ UTlLITY FACIL/11£S SHALL BE MAINTAINED AT ALL TlMES. TH£ PROJECT CONTRACTOR WILL ENSURE TH£ LEUCADIA WASTEWATER DISTRICT STAFF HAS ACCESS TO ALL LWIJ EASEMENTS AT ALL 11M£S IN CASE OF EMERGENCY. TH£ LEUCADIA WASTEWATER DISTRICT INSPECTOR WILL BE PRESENT WHENEVER LWIJ FACIL/11£S ARE ACCESSED OR ADJUSTED. NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\21101::1 Cin-1 Rcs~rt. k-1" ::o.1rs~\_(-F:,'.;[1ll'-C. PL.~JI 2\ICH~ET FILE:C:\;:,-·10 :~~A[: 2 :,;:, '.1"',cwg .~ .. 1g , C:1:2,3 .31cT /refo: 21 :-A-U'-2. >ET; 21U>"i,'J'G; 2110A-3-'-2 L,l:(,jT; 010-T:Jrc,: 2.r,:;,,-GF.~.:,-2 PREPARED: JULY, 2023 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. LWIJ APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONS!BL Y FOR THE CORR£C110N OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTlON. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTlON WORK SHALL CONFORM TO THE LEUCADIA WASTEWA/lR DISTRICT LWO SEWER STANDARD SPECIFICATlONS AND TO THE REQUIREMENTS OF THE STANDARD SPECIF/CA TlONS FOR PUBLIC WORKS CONSTRUCTlON (GRE£N8DOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT E0/110NS. IN THE EVENT OF CONFLICT, THE LWO SEWER STANDARD SPECIF/CA TlONS GOVERN. l OSHA SAFETY ORDERS AND OSHA CONFINED ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL 11M£S WITHOUT £XCEP110N. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES 2 & 3 ON THE JOB SIT£ AT ALL TlMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY LWO ANO SHALL REPAIR OR REPLACE AND WORK THAT MAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN TH£ ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L WO. 6. QUAN1111ES SHOWN HEREON ARE FOR BOND PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOR LWO GUARANTEE TH£ ACCURACY OR COMPLETENESS OF TH£ SEWER QUAN1111£S. 7. PRIOR TO CONSTRUCTlON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPR£S£N11NG ALL MATERIALS AND SUPPLIES SATlSFACTORY TO LWIJ. WORK SHALL NOT COMMENCE UNTlL SUCH MATERIALS ARE APPROVED BY LWIJ. 8. PRIOR TO BEGINNING SEWER WORK, THE LWO INSPECTOR SHALL BE FURNISHED A SET OF CUT SHEETS AND THE CONTRACTOR SHALL COMPLY WITH LWIJ STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONSTRUCTlON, SUBMIT SHOP DRAWINGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRE-CONSTRUCTlON MEETlNG PER APPENDIX V OF STD SPEC, AND PROV/OE 3-WEEK LOOK AHEAD SCHEDULE(S) FOR ALL SEWER WORK THROUGHOUT PROJECT IN ADD/110N TO 72 HOURS NOTlCE OF NEED FOR EACH INSPECTlON. 10. NO WORK SHALL BE COMMENCED UNTlL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HA VE BEEN OBTAINED FROM THE JUR/SO/CTlONAL CITY, COUNTY, ANO/OR OTHER APPROPRIA T£ AGENCIES. II. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE S£C110N 6705 BY SU8M!T11NG A DETAIL PLAN TO TH£ DISTRICT INSPECTOR SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MAD£ FOR PROTECTlON OF WORKERS FROM TH£ HAZARD OF CAVING GROUND DURING TRENCH £XCAVA 110N ANO TH£ PIPE INSTALLA 110N THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £STA8L/SH£0 BY THE CONSTRUCTlON SAFETY ORDERS, TlTlE 8, CALIFORNIA ADM!N!STRATlVE COO£, TH£ PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER. A COPY OF TH£ OSHA £XCAVA110N PERMIT MUST BE SL!BM!TTEO TO TH£ LWIJ INSPECTOR PRIOR TO EXCA VA 110N. 12. ALL SEWER FACIL/11£S SHALL 8£ INSTALLED IN ORY EXCA VA TlONS ANO TRENCHES. CONTRACTOR SHALL OEWA TER ANO MAINTAIN DEWA TER!NG CONTlNUOUSL Y UNTlL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTlON OF BACKFILL MATERIALS IN A ORY STATE. ALL PIP£ ZONE MA/lR!AL LOCATED IN WET OR AREAS SUSPECTED TO 8£ WET IN THE FUTURE SHALL 8£ ENCASED IN GEOT£X11L£ MATERIAL. SUITABLE G£0T£X11LE MATERIAL SHALL BE SL!BM!TTEO TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY ANO RETURN OF GROUNDWATER TO THE SEWER SHALL NOT 8£ ALLOWED. 13. TH£ EXISTENCE ANO LOCA110N OF UNDERGROUND U11Ll11ES SHOWN ON THESE PLANS WAS OBTAINED BY AN AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO TH£ BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTlNG U11L/11£S EXCEPT THOSE SHOWN N THESE PLANS. ATTENTlON IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER U11L/11£S OR STRUCTURES NOT SHOW, OR IN A DIFFERENT LOCATlON FROM THAT SHOWN ON THE PLANS. TH£ CONTRACTOR SHALL TAK£ DU£ PR£CAU110NARY MEASL!RES TO PROTECT TH£ U11L/11ES SHOWN ON TH£ PLANS AND OTHER EXISTlNG FACIL/TlES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWIJ DOES NOT CONSTlTUTE A REPRESENTA 110N OF TH£ ACCURACY OF THE LOCA110N OF, OR TH£ EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTlLITY, PIP£, OR STRUCTURE WITHIN TH£ LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTlFY UNDERGROUND SERVICE ALERT (800} 422-4/JJ, TWO BUSINESS DAYS PRIOR TO ANY £XCAVA110N, AS REQUIRED BY STATE LAW. ALL UTlLITY CROSSINGS SHALL BE POT-HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPL 'f/NG MTH ALL LOCAL, STATE; ANO FEDERAL SAFETY REG/JLATlONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORT SHALL BE SUBMITTED TO LWO BY A OUALIFIED SOILS ENGINEER WHICH CERTlFIES THAT TRENCH BACl(FILL WAS COMPACTED AS DIRECTED BY TH£ SOILS ENGINEER IN ACCORDANCE MTH IN SITE EARTHWORK SPECIFICATlONS ANO TH£ LWIJ STANDARD SPEC. 18. SEWER ELEVA TlONS SHOWN ARE INVERT ELEVA 110N (IE.}, INSIDE BOTTOM OF PIPE UNLESS OTHERMSE NOTED. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAMNGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER AS CONSTRUCTlON CHANGES TO TH£ ORIGINAL M'/1.AR DRAMNGS MTH IN/11AL£D APPROVAL ON THE M'/1.ARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES ANO SHALL MAK£ SUCH RECORD AVAILABLE TO TH£ PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT ORAMNGS TO LWIJ FOR Rfl7EW ANO APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LA /lRALS, UNLESS OTH£RMS£ APPROVED IN WR/11NG BY THE DISTRICT. TRENCH SHALL BE BACl(FILLEO OR PLA TEO AT TH£ CONCLUSION OF EACH DAY OF WORK. 22. TH£ CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTA 110N. IF ANY SURVEY MONUMENTS AR£ DISTURBED OR DESTROYED, TH£ CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH ANO RECORD TH£ MONUMENT CHANGE PER STAT£ LAW. 23. A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE SHALL 8£ PROvTD£0 BETWEEN TH£ SEWER PIP£ ANO ANY OTHER UTll/11£S. EXISTlNG SEWER CROSSED MTHIN J FEET VERTlCAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE ANO AFTER THE CROSSING WORK IS COMPLETED FOR LWIJ REVIEW, APPROVAL, & RETENTlON OF DIGITAL VIDEO FILES. ANY DAMAGED LWIJ FACIL/11£S SHALL BE REPAIRED TO LIIV SA11SFAC110N AT NO COST TO LIIV INCLUDING A00/110NAL CCTV INSPECTION. 24. SEPARA 110N OF SEWER/WATER ANO SEWER/RECLAIMED WATER SHALL COMPLY MTH L WIJ STANDARD owe S-2 ANO 111TH ALL COUNTY ANO STATE HEALTH DEPARTMENT REGULATlONS. 25. CONNECTlONS TO EXISTlNG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWO INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTlNG SEWER UNTlL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LIIV INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERvTC£ LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO TH£ SEWER MAIN UNLESS OTHERMSE SHOWN ASS APPROVED BY LWIJ ON THE PLANS. 27. A 2 INCH HIGH "S"SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATlON BY THE CONTRACTOR. 28. ALL PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT PIP£, JOINTS, LIN/NC, AND COA TlNG. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTlNUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATlON AT ALL 11M£S. OPEN ENOS OF PIP£ SHALL BE SEALED AT ALL 11M£S WHEN CONSTRUCTlON IS NOT IN PROGRESS. 29. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF AN ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. JO. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWO SEWER STANDARD SPECIFICATlONS. WATER JETTlNG SHALL NOT BE ALLOWED. JI. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAY.£ J2. JOB MIXING OF CONCRETE IS NOT ALLOWED MTHOUT £XCEP110N. CONCRETE TESTlNG BY LWIJ MLL BE AT CONTRACTOR EXPENSE. J3. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT 11M£ OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN TH£ BASE FOR EACH PIP£ CONNECTlON. S£T11NG OF MANHOLE RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR US£ MTH DISTRICT APPROVAL. J4. JOIN TS BETWEEN MANHOLE BASE, SHAFT/NC, CONE SEC TlONS, ANO RING SHALL HA VE A 2' 8 Y 2' 8UT't1. RUBBER GASKET PLACED MTHIN TH£ FILL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. J5. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACl(FILL, 2) AFTER BACl(FILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AF/lR BACKFILL. J6. ALL SEWER ANO LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, ANO TELEVISED AT TH£ APPL/CANT/CONTRACTOR'S EXPENSE PRIOR TO CONSID£RA110N FOR FINAL ACCEPTANCE BY LWIJ. AIR TEST SHALL BE DONE AFTER CONSTRUCTlON OF ALL OTHER U11L/11ES AND UTlLITY LA llRALS. Jl. ALL SEWER AND LATERALS SHALL BE IN PLACE ANO SHALL HAVE FINAL APPROVAL BY THE LWO INSPECTOR PRIOR TO BACKFILL. J8. MANHOLES SHALL BE 4 FEET DIAMETER FOR PIPE UP TO 15 INCH DIAMETER PER LWIJ STANDARD owe S-l MANHOLES SHALL BE 5 FEET DIAMETER FOR PIPE 18 INCHES OR LARGER OR 12 FEET OR GREATER DEPTH PER LWIJ STANDARD owe S-4. J9. ALL NEW MANHOLE SHAFTS ANO PRECAST MANHOLE BASES SHALL BE LINED MTH APPROVED LININGS SPECIFIED IN DIVISION 2 PART 5 TABLE 502-1.1 OF LWIJ SEWER SPECS. EPOXY OR PVC LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBDOK. A MINIMUM OF FIFTEEN PERCENT (15%} OF MANHOLES AND NOT LESS THAN ON£ PERCENT (1%} MTH EPOXY LINERS SHALL SUCCESSFIJLL Y PASS PULL -TEST ANO BE REPAIRED UNTlL PASSING. 40. MAXIMUM DEPTH OF SEWER FOR SOR 35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15 '. 41. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TlME NOT TO EXCEED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTlON. IF THE ONE YEAR TlME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTlON TH£ DEVELOPER SHALL R£SL/8MIT THE PLAN CHECI( TO TH£ DISTRICT ENGINEER FOR AN UPOA TEO REVISED APPROVAL. ANY CHANGES REQUIRED TO TH£ PLANS SHALL BE MAO£ AT TH£ DEVELOPER'S EXPENSE AND APPROVED BY TH£ LWIJ DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTlON. 42. WHEN CONNECTION TO AN EXISTlNG MANHOLE IS NECESSARY ANO SHOWN ON THE ORA MNGS, THE CONTRACTOR SHALL CONNECT TO EXISTlNG MANHOLE STRUCTURES AND CONSTRUCT THE NEW flOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANS/110NS SHALL 8£ INSTALLED FROM TH£ INVERTS OF NEW!. Y INSTALLED PIPES TO THE EXISTlNG MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED ANO MANHOLE CONNECTlON flmNGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCA TEO MTHIN ONE-FOOT OF THE MANHOLE BASE. JACI( HAMMERING SHALL NOT BE ALLOWED. 43. ALL NEW CONNECTlONS TO £XIS11NG SEWER SHALL BE MADE TO EXISTlNG WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN £ND WYES AND PLAIN END PIP£ SPOOLS MATCHING TH£ ADJACENT £XIS11NG PIPE MAY BE USED FOR INSERTlNG WYES INTO AN EXISTlNG SEWER. GASKETEO PVC SAOOLE WYES MAY BE USED FOR EXISTlNG SEWER MAINS 10 INCHES ANO LARGER. ALL CONNECTlONS NOT MADE TO EX!STlNG WYES MUST BE IN ACCORDANCE MTH LWIJ STANDARD DRAMNG S-J2. 44. IF NECESSARY DURING TH£ LATERAL CONN£C110N WORK, UPSTREAM flOW IN TH£ £XIS11NG SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE MTH LWO STANDARD ORAMNG S-32 MUST 8£ REVIEWED AND APPROVED BY TH£ LWIJ DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. 45. FOR CONNECTlON OF PLAIN END TO PLAIN £NO PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETlNG THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER CASKETED MTH NO CENTER STOPS. PIP£ ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLA T!ON OF TH£ REPAIR COUPLING(S). THE REPAIR COUPLING SHALL 8£ SLIPPED ALL TH£ WAY ON TH ON£ PLAIN ENO PIP£, THEN TH£ PIP£ ANO ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO TH£ REPAIR COUPLING SLIPPED BACK INTO A POS/110N £QUALL Y SPACED BETWEEN TH£ TWO PLAIN £NO PIPES. PVC SEWER REPAIR COUPLINGS SHALL 8£ AS MANUFACTURED BY PW PIP£ OR APPROVED BY TH£ LWO DISTRICT ENGINEER. 46. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TlE-/N TO EX!STlNG VCP. FOR CONNECTlON OR REPAIR OF PLAIN £NO VCP TO VD" OR VCP TO PVV, A FERNCO SERIES 5000 COUPLING OR APPROVED EQUAL SHALL BE USED. THE CONNECTlON SHALL BE CONCRETE ENCASED A MINIMUM /2'0N EACH SID£ OF THE COUPLING 47. FOR CONNECTlON OF NEW LATERALS TO EXISTlNG PIP£ CREA TER THAN 8 INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY US£ A SUITABLY SIZED SEWER SADDLE WYE PER STANDARD owe S-J2 4.8. CONTRACTOR SHALL BE AWARE THAT LWIJ FACIL/11ES PROVIDE WASTEWA/lR CONVEYANCE; TREATMENT, ANO DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFOR£, LWIJ OR THEIR CONTRACTORS MAY NEED ACCESS TO FACIL/11£S FOR OPERA TlONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TlME. TH£ CONTRACTOR MLL ENSURE THAT ACCESS TO TH£ FACIL/11ES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTlON ANO AT THE £NO OF EACH CONSTRUCTlON DAY) AND SHALL NOT HINDER ANO WOULD BE EXPECTED TO ASSIST 111TH ACCESS WHILE WORKING AROUND LWIJ FACIL/TlES. 49. CONTRACTOR SHALL TAK£ ALL PR£CAU110NARY MEASURES NECESSARY TO PROTECT LWIJ FACIL/l/ES AND STRUCTURES DURING CONSTRUCTlON. SHOULD THE CONTRACTOR AT ANY llME DAMAGE LWO OR PRIVATE SEWER LATERAL FACIL/TlES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTlFY LWIJ, MINIMIZE AND CONTROL ANY SEWAGE SPILL, AND REPAIR DAMAGED FACIL/11ES TO TH£ SATlSFACTION OF LWIJ AT NOT COST TO LWO INCLUDING INSPECTlON ANO ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACIL/TlES SHALL BE REPAIRED IN ACCORDANCE MTH ALL APPLICABLE LWO STANDARD SP£CIFICA110NS ANO ORAMNGS. SL!BMIT FOR LWIJ APPROVAL PRIOR TO REPAIR. 50. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTlNG SEWAGE SPILLS,· CONTAINING ANY SEWAGE SPILLS,· RECOVERY ANO LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWO FACIL/TlES OR ALLOMNG A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR MLL 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 NOTlFY LWO A WEEK IN ADVANCE OF PLANNED CONSTRUCTlON AC11V/11£S IN THE AREA OF WORK POTENTlALLY AFFECTlNG LWIJ SEWER FACIL/l/ES. 52. CONTRACTOR SHALL NOTlFY LWO 48 HOURS PRIOR TO EXCAVATlON OF SEWER UNDER-CROSSINGS, OVER-CROSSINGS, OR PARALLEL INSTALLA TlONS WHERE SEWER MAY BE EXPOSED. FOil FUTURE RECYCLED WATER: I. NEW /RR/GA 110N MAINLINE ANO VALVES SHALL BE HIGH-LINED ANO CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETlON OF A CROSS-CONN£C110N TEST PERFORMED BY CMWIJ ANO OEHO. FINAL CONNECTlON TO TH£ EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWIJ ANO 0£HO. fESS NO. 60223 CIVI\. OF CALI~ DESIGNED BY: P.K. DATE: JANUARY. 2023 "AS BUILT" BENCHMARK Civil Engineering Planning Processing Surveying DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~·--JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE DATE DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 L.S. 6215' LOCA TlON: NORTH £AST 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 ENGINEER OF WORK • 1 1<EYMAP BIO CLEAN FULL CAPTURE RL TER FOR USE IN GRATE INLETS rop MOIJ/ff P!ATf: ~ 7 7 --7 / ;:i,..;JL~---= 2'FIANC£ ~• BYPASS ~' --.. . ' ''1' ,,. " ·,;'< ~-, '"•. ,~ "I ,,-·r-.. >"TC-W-:-C'V . ., . . ·' " ., ~ .., .., . ,, .,. ... .,,,..,.,., .,., . -' ·. .,., ... ---r o· 600· SCALE: 1" = 600' ,c • ...-;,--~--1""' ._ _________ __, (;RATf: PLAN VIEW (GRATE NOT SHOWN} HICH FUJI' 8'fPl,SS I I '/-, -':'V.,-::'VV 7 V7 .. • 'O' ., ' ' ' " .. ',· .... , ' ' ' , , . ., .. ,, .. "" ',c-," ""' -.,. .,. "',,..,." ,..,, ,, ~ ,~,_, C7W¥~V-~~ .. ,-,,. ... ~ .. .,. --, ... .,. ...... .,. ......... . , I,• _, ~ " V OIRFl.OW FLOW DIAGRAM INSTALLATION NOTES: /NIE N<fN-Cl.OGGING SCRfEN IIEE7S fU/.1. CAP1URl l1WUl1/El,/£Nl5 BUTT0/1 SCll£DI IIEtrS Fl.JU. CAP1URl R£QIJ/RD,/£NTS /. All HARDWARE, Fl.ANGE, FF/A/,/£, SCREENS 5'/All BE STAINLESS SlffL 2. OPJ/ONAL HYIJROCA/IBON BC()M SHALL BE 2" DIAMETER. J. Sff PERFORIMNC[ //£PORTS IN IMNUFACWRES SP[CJF/{J/;T/ONS. 4. OMR STANDARD AND CUSTOM 1./0DEJ. SIZES AVAIUBI.E -CONTAGr BIO ClEAN FOR MORE II/FORMATION. 5. BASED OW Jl;f OPfN All&\. 6. CONSIDERS A SAFETY FACTOR OF 2.0. 7. CONSIDERS A LOCAi. OEPRESS/ON POND/ti'; DEPTH OF 6 INCHES. 8. STORAGE CAPACfTY BASED CN THE BASKET HALF FULL. 9. CONCRETE STI/UC WRES SOW SEPARA'TELY. ELEVATION VIEW MODEL I BIO-GRATE-FULL 12-12-12 B/0-/'Jf/ATE-FULL 18-18-12 BIO-GRATE-FULL 24-24-12 B/0-6RATE-RJl.l 24-40-12 810-GFIA TE -FIJ/.1 24-24-24 810-GFIATE-RJLL 24-W-24 B/0-CFIATE-FIJLL 36-36-24 TREATMENT FLOW RATE (CFS) I.{),/ 1:78 2.10 3.70 7.31 9.53 11.93 BYPASS /-lUW (CFS) 1.24 2.79 4.96 6.35 4.96 6.35 7.74 SOLIDS STORAGE CAPACITY (CF) 0./5 0.33 0.59 0.88 1.22 1.82 2.73 PROPRIETARY AND CONRD[NT/Al, ffli /MDNIA'f!OJ, WfffMl(J} fi,/ ffwS G<JC/JUt.?ff IS ffl! S(.U ~ CE'~ MO ffS C'JJl?H/JfJ. lfflS OOWll9ff. NCIR Nir Pim !ilfHCCJF. Af!Y fC USW, RrPRWtae Off iDXRW IN JANr J.W8IER lriL'i' ()VT ~ "1?,rrEI/ OONS9ff Of f'Of(lEJlRA. Bio.Clean GRATE INLET FILTER FULL CAPTURE STANDARD DETAIL FULL CAPTURE GRATE INLET BL lER DETAIL I S2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT CRADINC PLAN FOR.· uu 2 OMNI LA COSTA DRl'ANG RANGE EXPANSION KEY MAP, LIID NOTES, EASEAIENTS CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 8/18/23 SUP 2023-0001 ABANDONMENT NOTES PARTIALLY COMPLETED PROJECTS SEEKING TO INDERNITELY STOP WORK AND CLOSE TH£ GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: I. PERMANENll Y STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUA T£. 2 PERMANENTl Y STABILIZE FZA T AREAS {:0:5%) -70% COVER WITH WELL -ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER {EG., GRAVEL) IS CONSIDERED ADEQUATE. J. RESTRICT ACCESS TO SIT£ -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE 4. S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. 5 TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 9' H.C. 8' 9' 5' NO PARKING VAN PATH EXIST CURB TO REMAIN ADDITIONAL PAVING PARKING STALL ACCESSIBLE OF ,,.- (0.4% EXISTING) p111f1G TRAVEL _,., _,., -----~~~;;.;..,.;...""~,.,...,.,...,-i(, EXIST AC TO REMAIN. REMOVE EXIST STRIPING AND RESTRIPE PER PLAN SECTION A-A (EX/SllNG PARKING MOD/FICA llONS) SEE SHEET 9 4' HIGH FENCE, PER L.S PLAN NOT TO SCALE 4' HIGH FENCE, PER L.S PLAN [ ELEVATION '-'-' ADDITIONAL PAVING INSTALL WHEEL STOPS AT ALL H. C. PARKING 20' VAN ACCESSIBLE PARKING STALL (EXISTING GRADE 1.5% MAX) 5' PATH OF TRAVEL SECTION A'-A {EX/SllNG PARKING MOD/FICA llONS} SEE SHEET 9 NOT TO SCALE EXIST CURB TO REMAIN EXISTING GROLIND R/W ··:~Ll PROPOSED 3i4C OVER ! /0' 32' 9' /2" A.8. PARKING '-.:I._ COSTA DEL MAR ROAD , .; : (EXISTING) l J , •.<·,, I ,·,.,. ~,fl " TYPE C' CURB '-<U . .H_J, & GUTTER ~ ,,----------,-, _; . s.~w-~~'s'~~~"'-~~0...'--~~'S','.°~',,',.~ ~ SECTION 8-8 {EX/SllNG COSTA DEL MAR RD) SEE SHEETB NOT TO SCALE PROPOSED 3".4C OVER /2" A.B. PARKING R{W CONSTRUCT TYPE EL CAMINO REAL : G-02 CURB & GUTTER (EXlli,NG) ! VARIES, /0' MIN. I EXISTING GROUNDJ . . # ---1l'.:i t,tt µ~'1-:.-i:; ,. VARIES - , l -::t,1 ~ -.,.-"ii', {Y-PROPOSED "U" DITCH .. ,. ?/..., PER SDRSD 0-15(8) ?fGTION c-c SEE SHEET 8 NOT TO SCALE 6. NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE RRE PREVENTION ORD/NATION, KEEPING TH£ SIT£ FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, ANO REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SIT£ UNTIL THE PROPERTY IS DEVELOPED IN THE FUT/JR£ 8/0RL TRA TION BASIN PER DETAIL BELOW PER PLAN PROPOSED 3AC OVER EXISTING TENNIS COURT. PROPOSED STORM 3' PROPOSED I • --------1 PROTECT EXISTING At TAPER ENDS AT I: I 6" TYPE G-1 CURB, BOTH SIDES, (ON SLOPE PORTION) 12" PONDING DEPTH "' -= 3.0' CART PATH SURFACE 6" THICK 520-C-2500 PCC DOWN-DRAIN / RIBBON Gu/ltR NOT TO SCALE 4" WHIT£ PAINT STRIPE 4" WHIT£ STRIP£ 12" 0. C. AT 45' ANGLE EDGE SHOWN ON PLA SEE STRIPING DETAIL AT LEFT OUTlET PER PLAN PROPOSED AC DIKE/ SPEED BUMP 20' EDGE SHOWN ON PLAN SE£ STRIPING DETAIL AT LEFT - CONSTRUCT TYPE G-02 CURB & GUTTER DOWN DRAIN AND RIP-RAP PER PLAN SECTlON 0-0 SEE SHEET 5 NOT TO SCALE PROPOSED GROUND ,1, , (EXISTING GROUND +1.tJ ±-<..j'-1:tv .L r ;l-1_+--1""± _ \.._REMOVE EX HAROSCAPE 4" WHIT£ PAINT STRIP£ AC PAVE:T & BAS;]!'/~/ SECTlON H-H SEE SHEET6 NOT TO SCALE SPEED BUMP /DIKE DETAIL SEE SHEET 8 NOT TO SCALE n __....--4' HIGH FENCE, 3' LEVEL ~ PER L. S. PLAN BENCH Ip 12" MIN. jFREEBOARD @ LANDSCAPING 6. MIN. 'EEBOARD @ PAVEMENT, 6" WASHED PEA GRAVEL /2" AASHTO NO 57 COARSE AGGREGATE CART PATH (TYPICAL) NOT TO SCALE 20" -BMP I /2" -BMP 2 8/0F/L TRA TION AREA WIO TH VARIES PER PLAN /2" RECOMPACTED SUBGRADE 36"x36" INLET, TG £LEVA TION (INLET} PER PLAN WITH 8/0CLEAN FULL CAPTURE RLTER PER SHEET 2 [ ELEVA7/0N PER PLAN CLEANOUT FG £LEV. PER PLAN PCC DOWN DRAIN ~:.:~:~:t~. . -~,·;.~:;;~-i-· ·,. -., ... ,,,.-,-', ··:Y-,· RIP RAP . '..~ --,::: .. •-~= ·""/:"" . , :,:.:.:~: ,:'< .. 6" PERFORATED PIPE 4' HIGH FENCE, PER L. S. PLAN PARKING LOT DRAINAGE TYPICAL 8/0RL TRA llON BASIN NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\21101::1 Cin-1 Rcs~rt. k-1" ::o.1rs~\_(-F:,'.;[1ll'-C. PL.~JI 2\ICH~ET FILE:C:\;:,-·10 :~~A[: 2 :,;:, '.1"',cwg .~ .. 1g , C:1:2,3 .30011 /refo: 21 :-A-U'-2. >ET; 21U>"i,'J'G; 2110A-3-'-2 L,l:(,jT; 010-T:Jrc,: 2.r,:;,,-GF.~.:,-2 NOT TO SCALE PREPARED: JULY, 2023 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: JANUARY, 2023 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~·--JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 /2" A.B. PARKING CONSTRUCT TYPE G-05(A) 6" AC DIKE 1% MIN. 2· I MAX EXISTING GROUND 24' CONSTRUCT NEW CURB ISLAND REMOVE EX AC AND SIDEWALK (PROTECT IN PLACE) PROPOSED GRADE TO MATCH EXISTING SIDEWALK SAW-CUT AND REMOVE~----- EXISTING TENNIS COLIRTS VARIES - -.-:I,: H: lt ~ :I .I f. ,:I.. ,t, ~ . ~""~"Z:.:.... PROPOSED GRADE SECTlON E-E SEE SHEET6 NOT TO SCALE CONSTRUCT TYPE G-02 CURB & GUTTER PROPOSED GROUND PROPOSED "U" DITCH PER SDRSD 0-15(8) EXISTING GROUND_~ ~ Jt... {, ,.t,'/,,t . t CONSTRUCT TYPE G-02 CURB & GUTTER 4" PCC WITH THICKENED £DC£ PER SOILS RECOMMENDATION OR 6" FOR EN TIRE WIDTH CART PATH REMOVE EX AC EXIST AC TO REMAIN EXIST AC TO REMAIN SECTION I-I SEE SHEET6 NOT TO SCALE SECTlON J-J SEE SHEET6 NOT TO SCALE R/W I ' /0' : ! ' PROPOSED 3".4C OVER /2" A.B. PARKING VARIES SECTlON F-F SEE SHEET 8 NOT TO SCALE WATER BASIN /% SLOPE R/W f 2),4 -~ EXISTING ! 10' 32' 9' ,< ·· t SLOP£ COSTA DEL MAR ROAD PROPOSED ' ·"i : (EXISTING) 1' '·t J-! EXIST. 6" TYPE 'G' , · ·· ,!f .1LJ CURB & GUTTER -2JI rr----------,-, ~l"'~1,.\~t~"',:,'s._Q~{,.\~~~~'s._~~~I:1 : SECTlON G-G (EX/SllNG COSTA DEL MAR RD) SEE SHEET 8 NOT TO SCALE EXISTING LANDSCAPING PROPOSED CART PATH 12' 5/' 32' 8' /2' GRADE VARIES 36' MIN. /2' TURF OR PLANTING PER L.S PLAN TYPICAL DRl't/NG RANGE DISPERSION SEE SHEET6 NOT TO SCALE 102' R 51' 9' 9' 32' I 12' 12· R/W I /0' ' ' 8' 4.5' 5' ! ' I BIKE LAN£ THRU LAN£ THRU LANE THRU LANE THRU LAN£ BIKE LANE = ------- "-I' .__ MIN 6"DIA FLOW o -Fl.OW OUTI'ALL PIPE J ' 6" PVC PERFORATED PIPE FLANGE CONNECTTON TO CONCRETE SHALL 8£ RT.TED WITH 30 OUROMETER NEOPRENE RING CATCH BASIN-~ SPECIFIED SOIL MIX GRAVEc 6" PVC PERFORATED PIPE GRATE PLAN N.T.S. SECTION N.T,$. = ------- GRATE PVC END CAP (SCREW-ON) Ol/TF-'I.L PJPE Hhlf DRILL OR/RC£ HOLE AT fl0Wl/N£ (SEE TABLE FOR SIZE} ORIFICE SIZING TABLE BMP f -DIA= 1.00' OH/RC£ DETAIL FOH 8/0F/LTHAT/ON BMP 2 -DIA= 0.81' "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE NOT TO SCALE BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 25' DISC STAMPED 'CLSB-017 L.S. 6215" LOCA TlON: NORTH £AST CORNER OF LA COSTA A VENUE BRIDGE OVER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 ' ' I -- R/W /0' DATE INITIAL ENGINEER OF WORK ! ' ' , / / / / 8' BIKE LAN£ ' ' 2% ' " 2% I -'.I i ---I_ -::::::T ' " ' / ///, ,·, ://~·~/// / / / / ' '-L/ ~ //// STA~;[} CON;;£TEPATffRN~ ----/Lu .. 5"0-;;,~ ;;";;RBo/' & LANDSCAPING & GUTTER 51' 32' 12' THRU LAN£ ALGA LANE &: PQINSEmA LANE (EX/SllNG} (MAJOR ARTERIAL) NOT TO SCALE-REFERENCE ONL Y 114' R f 9• 9' 12' I 12' R/W 63' I 44' 12' THRU LANE THRU LANE THRU LANE I SHJT I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI LA COSTA DRl'ANG RANGE EXPANSION STREET SECllONS, DETAILS, ABANDONMENT NOTES CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V ◊ ◊ V V V X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ V V V V V V V V 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 V V V V V V V V V V V V V V X X XX 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 X X X X X X X X X X X X X X X X XX 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 XX 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 XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ XX X X X X X X X X X X X X X ◊ ◊ ◊ V V X X X X X X XX X X X X X X X X X X X X X XX 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 V V V V V X X XX 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 X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 8/18/23 SUP 2023-0001 •. H I \ txJ\,f \! txJ\ . a· 10· 5 20 ~ \ I I I 401 SCALE: 1 ' = 40' " \ \~ \ t,) \ '\ \ \ \ \ ' 28.1 ...._. \_ \ \ \ J ) I ( REMOVE EX/SllNG CURB t!t GUTTER ---'<~ -:.>---- \ \ ----\ .. ~ . ·r· 11 \_-. • 1t\2.s~~-o~ : SE£ SHEET 5 FOR HORIZONTAL CONTROL, SHEET 8 FOR GRADING 14.3 txJ \ _/ \ , STRIPING PROTECT AC 0 EMOIC EXISllNG CURB. ST. LIGHT, t!t TREES EXIST • VAL VE ADJUST TO GRADE ,..... LIMIT OF l)EJ.IOllllON ~ SA W--CUT t!t REMOVE AC AT NEW CURB LINE REMOVE CURB. LIGHT, t!t TREES, ,--A:--cR,~'EJ.IOVE STRIPING ~ • fflOIECTACP_,T SAW CUT t!t REMOVE AC t!t CURB 'MIT OF OEJ.IOllllON , '1 ~OVE STRIPING LIMIT OF PROTECT STRIPING L EX/SllNG so INLET~~l ~ l PROTECT IN PlACE '-' I I \ ofESSI~ It ~ ,-. ~ "' --:z (!) "' uJ !Tl 0< NO. 60223 ; CIV\\.. OF CAI_I~ I ) ../ - PREPARED: JULY, 2023 DESIGNED BY: P.K. DATE: JANUARY, 2023 "AS BUILT" NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\21101:) C1n·1 Rcs~rt. k-I" ::o.1rs~\_(-F:,'.;[1ll'-C. PL.~JI 2\ICH~ET FILE:C:\2··I0 :~~A[: 2 :1"-::li,'~ i'.ug ,::-1; 21)23 11cT 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com /refo: 21 :-A-U'-2 >ET; 21U>"i,'J'G; 2110A-3"'-2 L,l:(,jT; 010-T:Jrc,: 2.r,:·c-UIL; 2··10/4-::;°1AC-2: 2' v Gr-2 A',]I\~; 211::r:,--(i"':J-:Et,;1(1 Civil Engineering Planning Processing Surveying DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~. _ JOB NO.: 211010 KEITH W. HANSEN RCE 60223 EXP. ENGINEER OF WORK: REVIEWED BY: DATE: KEITH W. HANSEN RCE: 60223 INSPECTOR I \ ---~ ', ------~~ = DATE DATE , I / REMOVE REMOVE CART PA TH t!t CURBS AND PATH TE OlLER SEE SHEET 5 FOR HORIZONTAL CONTROL, SHEETS 6 & 9 FOR GRADING BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 L.S. 6215' LOCA TlON: NORTH EAST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ,>(~\ (:) REMOVE POSTS JOIN '1J:. EX/SllNG CART PA TH DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL \ \ I I \ '- txJ ' c;I o· 10· 40' 5 20 :\ __ ....... ,.' .... · .. . : · ... -_ -·_, . . . ._· _· . :{:;. .. . :~I - \l;;;--·:-,,_ -: •1.-:-· I ~~r :'.'.J'--".- . ' . -: . ""7~~-> t/~) -~~ .. -.. ='~ ,:;,·_:--~~~:-:_:·.~ . . --------. . . .. :--. ~ . ··:::-~) . -· .. '. _· :. ·. ·:. . . ~ ~ INDEX MAP / \ 80' I \ I J ' \ I \ SCALE: 1" = 40' 10 11 l2 I DEMOLITION DETAILS I S,ET I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: CNN/ LA GnS'll1 DRIWNG RANGE EXPANS1a-l DEMOLITION DETAILS CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V V V V V X X X X X X X X X X X V V V ◊ ◊ ◊ ◊ V V V V V V V V V X X X X X X X X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ V 8/18/23 SUP 2023-0001 ) I I I I I I I I I a NOTE!! I 'I I I \ t,,1H ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. . I ----T- ----1------ 1 ---, -rs,77792.26 ------ ---- ---7 ----r L-----7 ------ _j 6.249623.46 ---B 0 GIN 6" C & NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! / ~ PREPARED: JULY, 2023 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com ,:::\21101:) Cin-1 Rcs~rt. k-I" :,m,CR'>[>II• PL.~JI 2\:CH~ET FILE:C:\::i-·I0 :~~A[: 2 :,.=,::1_,,,~ i'.ug ,::'I; 21)23 40cn- /refo: 21 :-·(.·-\i!\l'G; 2110A-G-'-2 , :C l1JIO-T::J1"(.1-l'os\ JE'iC; 211'.J'>FIL; .::· C-.~.-GRJ,,[1-.'.'; .21L• ::;-,_,:: -"l·f-K; ,:,·-io/4-3'-.2 S--IE- [NQ] 30 31 32 JJ .J4 J5 J6 31 J8 39 40 41 42 43 \ CURB DATA DELTA/BEARING RADIUS LENGTH DESCRIPTION N 2173'22" W -54.64' 6" AC DIKE P£R SORSO G-n.~ ,1 ,l -85'21 '38" 5.00' 7.4.5' 6" AC DIKE P£R SORSO G-O!i, ,1 ,l = 87'26'51 • 5.00' 7.63' 6" CttG PER SORSO G-02 N 2173'22" W -54.4.5' 6" CttG PER SORSO G-02 N 18V9'.J.J" E -63.60' 6" CttG PER SORSO G-02 ,l = 20V2'15• 31.00' 1a8r 6" CttG PER SORSO G-02 ,l = 2072'37" 31.00' TO.BJ' 6" CttG PER SORSO G-02 N 48'#'10" E -6.91' 6" CttG PER SORSO G-02 ,l = 48'08'25" 10.00' 8.40' 6" CttG PER SORSO G-02 N 83'01'25" E -35.85' 6" CttG PER SORSO G-02 ,l = 2479'37" 1048. 19' 6" CttG PER SORSO G-02 N 58'08'16" E -J.41' 6" AC DIKE P£R SORSO G-0:,/A N 31 '43'25" W -19.96' 6" AC DIKE P£R SORSO G-ll'>l'A ,l -4'25'42" 880.10' 145.35' 6" AC 0/KE P£R SORSO G-ll'>l'A ~ ...... I ., = 10;;. ----- QfESS1 ~ '-' ~ "' --% § ~ ._. NO. 60223 .:0 o· 30' 15 60' SCALE: 1" = 30' CIVI\. OF CALI~ \ 7.22 28.3 END 6" CUR 977504.56 249908.38,-:,~c, BC C&G 22 1977500.42 6249907.54 BC , G :;:;,. ? 7545.54 249969.94 BC C 197755 625004 24 :.i.~~-nza:::_:-____ _ ~L:.=-'-?fl,_~---::;,:"02·49927.79 -,, PCC 6" CURB I I 1 .12 9.04 sq 6" CURB I I 0' I 9 .43 24990 .04 c, • URB 25 I I ' ----------- 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 11 18 19 20 21 22 23 24 25 26 21 28 29 I I I I I I I I I I I I I I I I I I \ ,, = 1JBV9'08" ,l = 100'J2'o1 • N 02'24'00" W N 81'36'00" E N 02'24'00" W ,l = 129"46'49" ,l = 41'49'11" N 0'00'00" E ,l = 123"42'51" N 5677'o9" E ,l = 14676'24" N 0'00'00" E ,l = 124'59'47" N 54'08'54" E N JJ'J9'.J5" W N 5674'!8" E N JJ'4J'J6" W ,l = 66'04'49" ,l = 146V9'22" N JJ'50'J8" W ,l = 89'24'20" N 56'20'43" E ,, = #WJ'14• ---- ---------- ---1~ I I o· 30' 15 60' SCALE: 1" = 30' ....... ___ .,,,,,,..----- CURB DATA TO.DO J.00' J.00' 5.00' 5.00 4.00 5.00' 3.20' 21.00 J.00' J.00' 15.00' LENGTH 24.11 5.26' 16.88' 18.00' 16.54' 6.19' 4.17' 24.54' 10.80 29.34' 10.21 36.69' 10.91' 6.42' 20.34' 16.99' 15.47' J.68' 19.52 7.65' 14 . .1 4.68' 13.59' 58.47' 22,.00· 13.25' 26.00' JJ.59' 6.21' DESCRIPTION 6 CURB P£R SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CtJR8 PER SORSO G-OT 6" CURB PER SORSO G-OT 6" CtJR8 P£R SORSO G-01 6 CURB PER SORSO G-01 6" CURB PER SORSO G-01 6 CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CURB PER SORSO G-01 6" CtJR8 PER SORSO G-OT 6" CURB PER SORSO G-OT 6" CtJR8 P£R SORSO G-01 6 CURB PER SORSO G-01 6" CURB PER SORSO G-01 6 CttG PER SORSO G-02 6" CttG PER SORSO G-02 6" CttG PER SORSO G-02 6" CttG PER SORSO G-02 6" CttG PER SORSO G-02 6" CURB PER SORSO G-01 6" CURB PER SORSO G-OT 6" CURB PER SORSO G-01 6" CURB PER SORSO G-OT DESIGNED BY: P.K. DATE: JANUARY, 2023 "AS BUILT" BENCHMARK Civil Engineering Planning Processing Surveying DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~. _ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE DATE DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 L.S. 6215' LOCA TlON: NORTH EAST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVO 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f C o· -,- IJ ! ' ~ \ [ I • 30' 15 SCALE: 1· = 30' [NQ] # 4S 46 41 48 49 50 51 ,;o ,;, "' ,;,; q; ,;7 l:D ,;o ,:n "' '" '"' DATE INITIAL DATE I I I I I I I I ---.L,.,,.,..,hl. I \ I \ 60' _JI I DELTA/BEARING N 00'06'25" W ,l = 60'27'20" N 60'20'55" E ,l = 104'58'47" ,l = 13'25'00" ,, = 7'46'35" ,, = 1'#'40" ,l = 17'25'08" N 89"42'o!i" W N 89"42'o!i" W ,, -88'55'48" N 00"46'17" W N 89"41'48" W ,l = 9071'38" N 00'29'50" E N 89'00'47" W ,l -81"49'51" ,l = 29'21'18" ,l -104'02'26" N 60'20'55" E l'N'Cl,c,;;:-c-=-=t~93,t:'4:71 6250648.11 "'END 6" C & G __ _ - _ 1929340,. 70 --\ t "-625064f'l.18 -, -· ii lf::191'!--BEGIN 6" C & G · : ----------~ ---49 1 -"t9;;t9263.91 --......,,c r 6250641.29 j "'END 6" C & &- \ 1979226 2 6250701. 3 I I I _--, l PCC 6" A • DIKE I, I 1~7919,.3.84 1979194.21 6,2501:j57.11 6250635.20 C 6" AC DIKE 6" AC DIKE I I ' CURB DATA RADIUS LENGTH DESCRIPTION -9.08' 6" C&G PER SORSO G-02 10.00' 10.55' 6" C&G PER SORSO G-02 -7.46' 6" C&G PER SORSO G-02 5.00' 9.16' 6" C&G PER SORSO G-02 394.25' 92.32' 6" C&G PER SORSO G-02 394.25' 53.51' 6" C&G PER SORSO G-02 394.25' 12.00' 6" C&G PER SORSO G-02 ,aoo· TJ.51' 6" C&G PER SORSO G-02 -2.38' 5-C&G PER SORSO G-02 -0.82' 6" AC 0/KE PER SORSO G-0: ,1 5.00' 1.16' 6" AC 0/KE PER SORSO G-0: ,1 -17.91' 6" AC DIKE PER SORSO G-u ,1 -13.43' 6" AC DIKE PER SORSO G-u ,1 5.00' 7.87' 6" AC DIKE PER SORSO G-" ,1 15.12' 6" AC DIKE PER SORSO G-11'>l'A -21.91' 6" AC DIKE PER SORSO G-11-,,,1 41.89' 59.83' 6" AC DIKE PER SORSO G-n.~ ,1 46Q25' 235.81' 6" AC 0/KE PER SORSO G-o.~ ,1 50.00' 90.19' 6" AC 0/KE PER SORSO G-{J!j ,1 61.63' 6" AC 0/KE PER SORSO G-no ,1 \ \' \I \\ \\ I I I I ~ I I I I \ ' I I I I I I I I I I HORIZONTAL CONTROL PLAN I SsET I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: CNN/ LA GnS'll1 DRIWNG RANGE EXPANS1a-l HORIZONTAL CONTROL PLAN-CURB CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL Cl TY APPROVAL RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V V V V V V V V V V V V V FH V X X X X X X X X X X X X X X X X X X XX 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 X X X ◊ ◊ V V V V V V V V V V V V V V V V V V V V V V V V V V V V X X XX 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 XX X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X XX X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊◊ X X X X X X X XX X X XX X X XX X X X X X X X X ◊ ◊ ◊ ◊ X X Δ (Δ COS T A D E L M A R R O A D FH FH FH FH FH FH FH FH FH FH 8/18/23 SUP 2023-0001 '\ 3 -=.,.1---'-::C ;:::✓,:/4~ /' 7 ?., V '1~ ~G --14•"'-- 14.3 13.4 12.8 I '.J 11.6 --- NOTE!! NOTE ~f!klRONIC DA TA RI.ES To elfffo °!'cfl AND A'iff lo°t VERllCAL SUR,,:'ORIYZONTAL OR CONTROL ©2023 o·o · ay Consultants , Inc. CONTRACTOR TO LOCAllON OF£ VERIFY THE EXACT THE HELD PRl;:SllNG UllUllES IN TO CONSTRUCllON! PREPARED: JULY, 2023 ,no~,:~s Suite 1 ov;~uel We5t Civil E -C r or sbad, Pl . ngmeering 76 a ifornia 9201 0 annmg 0-931-7700 Fax· Processing 760-931-BBaD Surveying ODa)Consultants.com DESIGNED BY: DRAWN BY: PROJECT MGR . P.K. P.K. K.H. ENGINEER OF WORK: /4/ KEITH W. HANSEN OF CALI~ DA TE: JANUARY. 2023 SCALE: AS SHOWN JOB NO.: 211010 DATE: RCE: 60223 ., AS BUILT" KEITH W. HANSEN RCE 60223 REVIEWED BY: INSPECTOR EXP. DATE DATE BENCHMARK DESCRIPTION: CITY OF CARLSBAD DISC STAMPED "CLJ;°!NT 11, BEING A 2.5" NORTH EAST ca 017 LS. 6215" . flf,NfJ. BRIDGE ~tftr 0£,2,A COSTA LOCATION: ELEVATION: ST OF EL CAMINO YNITAS CREEK, 19.580' REAL. DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 11. 4 ~ DA TE INITIAL OTHER APPROVAL DA TE INITIAL Cl TY APPROVAL INDEX MAP SCALE: f • = fOOO' 11.5 o· 10· 40' 5' 25' 80' SCALE: 1" 40' I SHEET I CIT , 6 ErlN~r CARLSBAD CRADINC PLAN FOR: ING DEPARTMENT uu CNN/ LA GnS'll1 CR 2023 0018 APPROVED· ENGINEERING MANAGER CHKD BY: RVWD BY: DRIWNG RANGE GRAD/NC £XPANS1a-/ JASON S. GELDERT PE 63912 EXPIRES 9/30/24 PROJECT NO CUP2023-0001 DATE DRAWING NO 539-4C. DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊◊ ◊◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 8/18/23 SUP 2023-0001 COVER GRADE FL=12,5 1--.. ~.·. -...... NOTE!! 12' SD I I I f I I ,.,_ I I ul I I ELECTRONIC DA TA RI.ES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. ADJ, TD TG=12,5 I' 11'-- 'I (Jj <.::-, • NOTE EXIST 12' SD LDT 1 MAP l CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\21101::1 Cin-1 Rcs~rt. k-1" ::o.1rs~\_(-F:,'.;[1ll'-C. PL.~.l'-1 2\ICH~ET FILE:C:\2··10 :~~A[: 2 :,c ::li,T i'.uq ,::'I; 21)23 1:1Jm /refo: 21 :-:;-u-2 >ET; 2.1u:-·,-,cJ'G; 2110A-3-'-2 L.lJ,jT; 010-T:Jrc,: 2.r,:-c-1:TIL; -2-·10;:.-::;°1AC-2: 2· V Gr-2 ,'.;\JI\~ GRATED INLET TG=9,8 FL=9,0 '--------.. PREPARED: JULY, 2023 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying / / l , J J () • ) / • ............ ; ............ ............ ( ............ '\---..__ ............ • ............ ............ ............ ............ ............ ............ ............ ............ -.......... -.......... 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()fESS/ ,-;; "' --:z: ~ 8 -NO. 60223 * Ci V I\. ,-.'I- DESIGNED BY: P.K. DATE: JANUARY, 2023 "AS BUILT" DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 KEITH W. HANSEN RCE 60223 EXP. ENGINEER OF WORK: REVIEWED BY: DATE: KEITH W. HANSEN RCE: 60223 INSPECTOR ............ ............ ....___ ' .. . . . , ............ ' • □ ............ ............ ................. '"-A• .... • ' .... DATE DATE BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 LS. 6215' LOCA TlON: NORTH EAST CORNER OF LA COSTA A 1/ENUE BR/OGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVO 29 DATE INITIAL ENGINEER OF WORK ....___ ....___ ....___ s--~ ....___ ______,---....___ ....___ ....___ ~ REVISION DESCRIPTION • I -- DATE . ' . ' . i l : J ' 1 o' 10' 40' 5 20 SCALE: 1" = 40' INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL INDEX MAP TRASH CAPTURE NOTE: INSTALL GRATE INLET FILTER BIO-GRATE-FULL 12-12-12 AT ALL NEW ANO EXISTING INLETS WITHIN LIMIT OF WORK. (SEE SHEET 2) 80' SCALE: f. = fOOO' I s?ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT CRADINC PLAN FOR: uu 2 CNN/ LA GnS'll1 DRIWNG RANGE EXPANS1a-l GRAD/NC CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V V V V V V V V V ◊ ◊ ◊ ◊◊ ◊ ◊ V V V V V V V V V V V V ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ Δ (Δ Δ (Δ Δ(Δ V V V V V V V V V V V V V V V V V V ◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ Δ (Δ Δ (Δ Δ (Δ Δ (Δ Δ (Δ Δ (Δ Δ (Δ (Δ Δ 8/18/23 SUP 2023-0001 ,, ; ~ .. ~ < j y ./ r ,r ' A' ,( Cj / 0 58'22"w' 1 r ,r )' V; • . . PROPOSED : -';,',u'7'·""D""'I~T""cH;,--+- PER D-75<B> DRAIN PER SDRSD D-40 TYPE 2 ND, 2 BACKING 6'><6'>< 1.1' THICK □VER '' . . .. ·' i ,!':.; PROPOSED AC -,, SPEED BUMP PER ·· '""',j'--'•-,-,._ DETAIL SHT. 3 1_ . MIRAFI 140N GE□TEXTILE, DR EQUIVALENT □VER 6' THIC~,;~A ,fRAVE,L , ~--'/-~~ ---...., I 7 I I I 1 I I I I SEE DETAIL, SHT. 3 F.S,=19.0 - I I !,. I ~ EXIST. SD, L.. D/W PER SDRSD r ~ ' ·· .. ·· G14D <MODIFIED-ND ~ I • • . ' • ~-•• \0 •• I. , I I I I I • RCP SD, -G"') I I \" \ NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. II; •• .. 0 I ~ 6" SUB-DRAINS PERFORATED PIPE /8' HOPE '----'\ CLEANO/JT 8" SOLID PVC ~-ORIFICE PLATE. PER DETAIL, SHEET 3 18" HOPE INLET DETAIL NOT TO SCALE NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! PREPARED: JULY, 2023 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com ,:::\21101::1 On·1 Rcs~rt. k-1" ::o.1rs~\(.f:,'.;[1ll'-C. PL.~JI 2\:CH~ET FILE:C:\2··10 :~~A[: 2 :,.-:-, ::Ii.'~ i'.ug ,::'I; 2,)23 27~n- /refo: 21 :-:;-u-2. >ET; 2.1u:-·,-,cJ'G; 2110A-3-'-2 L.lJ,jT; 010-T:Jrc,: 2.r,:·c-UIL; 2··10;:.-::;°1AC-2: 2· v Gr-2 !;\JI\~ SIDEWALK> Civil Engineering Planning Processing Surveying . ' 0 i. j f o· 10· 5 40' 20 SCALE: 1 " = 40' DESIGNED BY: P.K. DATE: JANUARY, 2023 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~·--JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 0 1 > 80' L_ o· 10· 5 20 II SCAL§ 1" = 4 ' >·· • " t, "' --:z ~ ftj -NO. 60223 ;a, CIVIi. OF' CALI~ "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE " PROP CLEAN- PERS :9-"l k HDPE <PVT> SEE SHT, 11 1 111/JI'/' CLEAN-OUT PER DWG 422-6A INV=52.55 I I I I I I JI I I BENCHMARK NOTE: FOR STORM DRAIN PLANS, SEE SHEETS 10 & II DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED "CLSB-017 LS. 6215' LOCA TlON: NORTH £AST CORNER OF LA COSTA A !/£NU£ BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVO 29 c::$•31•29• c$ ·N77° 4 7;,10' ; ,,eo ~"""=!,,Ill r ·s' <N60~$ 60°1 $' ' , \ ( R=7.0B!OO' L=~, 2·$!' R=:i~· C> rn2.a~~~'ff -~= :[i0tm~l,~~: I ~",ffiJI J 1,. II I - ....,,__...,_-'=,_p_ '"-"'""''" ·i<? • 15'$ 149841 E;fs\~~1G ~~: .,•;.• -,?~ .. ··~· : .. \)~l C j ' .. i , "' -... ,,, ,,,, ,-, "'"' • < , ,,::,c::c:<;c,;);f'.'tSb.,.., , ~t~~\ ,, .... ,-,.:..,;.,.,S{/··;· .. <''•.:::':.,.f:,,;,~·., ~~EE!j~~~'-N ~jf\(f•:'·::;~;ik -~ 11\\\\\\\ER 12· INDEX MAP SCALE: f. = 1000' L.S, PLAN tx L wo ~-ve~s/11? PER-owq-257=1\ PROPOSED BI□FILTRATI□N BASIN SEE DETAIL, SHT, 3 F.S.=69.5 ' I \ TRASH CAPTURE NOTE: INSTALL CRATE INLET FILTER B/0-CRA TE-FULL 36-36-36 AT EACH BIO-FIL TRA l!ON BASIN RISER {SEE SHEET 2) DATE INITIAL PROPOSED C&G PER SDRSD ~t:;~ l( II ' " §S:". x_, • I \ I)\ ('\I ... :➔';;4.£ ' I :·i.~ ~'-d~~~~~ ::H. p -_:•-:,; ~ ' -.:-.--' 1 (, r -I I I I I I ! o· 5' 1 o· SCALE: 1" = 10' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL /-'l<U/-'Uc,tU 1(//-'-l(A/-' A I UU Ill OOWNORAIN PER SORSO 0-4C NO. 2 BA CK/NC. 4 'x4 'x 1.1' THI , ,,,._,._. MIRAFI 140N GEO TEXTILE DR I DOWN-DRAIN TAIL, SHT. 3 SEE SPEED BUMP 1K£ .. DETAIL, SHT. 3 . ti·~ ... -i& '\ ~':, . :·I . . I .. .I I ., . , I ·1 .· ·I . I I I '-· ·., . I I ·• I . . I . ., . • I . ' . I ' I I . ]. I : . ~ .1. r I I .. I . '· I . .. r .. I. DRIVEWAY DETAIL I SaET I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: CNN/ LA GnS'll1 DRIWNG RANGE EXPANS1a-l GRAD/NC CR 2023-0018 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 V V V V V V 8/18/23 SUP 2023-0001 14.3 REMO'IE CURB REPLACE W/AC 01/ER AB MATCH EXISTING GRADE CONST. 6" CURB AT GRADE PER SORSO G-01 X X I I I I I I 2.61 I I I I I I ~ I I I I I ,__-24.0'--'-' CONST. CURB & GUTTER PER SORSO G-02 MATCH EXISTING AC GRADE AT LIP CONST 6" CURB ON EXISTING GRADE PER SORSO G-01 CONST J' AC ON 12• AB, PER SOILS RPT. J J J I I ~ I I I I I I I I ~: "'l I ..:::::1 I I I I I ~ 12.4 X SEE SHEET 3 11. 7 I I X 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 J.\J X I I ~ I I I I I i 70.9 X Q' 1 Q' 40' X 5 20 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 o'□ay Consultants, Inc. PARKING DETAIL NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! SCALE: 1" = 20' PREPARED: JULY, 2023 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com ,:::\21101::1 Cin-1 Rcs~rt. k-1" ::o.1rs~\_(-F:!;[1ll'-C. PL.~JI 2\:CH~ET FILE:C:\::i-·10 :~~A[: 2 ::Ii,'~-i'.ug ,::'I;_ 21)23 _ 55c-rr /refo: 21 :-A-U'-2 >ET; 211J">"i,'J'G; 2110A-3-'-2 L,l:(,jT; L)IO-T:Jrc,--,0$; [JE'/U; 211J'>JTIL; 2' U,-GR."D-2; 211} ,:c-'-2 AI\\C 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 X \ C'I \ I I I I I I I I I ' I I .J, Civil Engineering Planning Processing Surveying REMOI/E EXISTING CURB REPLACE WITH AC O I/ER AB, PER SOILS REPORT. MATCH EXISTING GRADES 14. II F.S EXISTING WATER VAL 'IE ADJUST TO GRADE C) ~\ 0 ofESS1 ;.;: 52 % ,., NO. 60223 f:r} * CIVI\. '(#;'<- OF' CALI~ DESIGNED BY: P.K. DATE: JANUARY, 2023 "AS BUILT" DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K=.H~·--JOB NO.: 211010 KEITH W. HANSEN DATE RCE 60223 EXP. ENGINEER OF WORK: REVIEWED BY: DATE: KEITH W. HANSEN RCE: 60223 INSPECTOR DATE EXISTING CURB PROTECT IN PLACE 5' ADA PA TH PAINTED STRIPES ONL Y. ON EXISTING AC) INSTALL H. C. PARKING SIGN A T El/ER Y H. C. SPACE (TYP) BENCHMARK DESCRIPTION: LOCA TlON: ELEVATION: CITY OF CARLSBAD POINT 11, BEING A 2.5" DISC STAMPED "CLSB-017 LS. 6215' NORTH EAST CORNER OF LA COSTA A 1/ENUE BR/OGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. 19.580' DA TUM: NGVO 29 RE-LOCATE WATER METER BEHIND SIDEWALK 6" TO o·cuRB TRANSITION SAWCUT & REMO'IE 5' EXISTING CURB EXISTING CURB PROTECT IN PLACE 5' ADA PATH PAINTED STRIPES ONLY) (ON EXISTING AC) \ \ \ •., ' g.O ~ 0 1J f.S. HANDICAP WALKWAY STRIPING ON EXISTING AC.) 13. '8 F.S. ' ------;c . " ::_;,;=---==~· :·-~_.~·_. :!· ===============~~-..,.., -==-==4JzLli-9 ADA PATH-OF-TRAVEL DETAIL NOTE: ADA PA TH IS PAINTED STRIPING ON EXISTING AC. EXISTING AC WILL BE REPAIRED OR ADJUSTED AS NEEDED TO MEET ADA STANDARDS. \ / MATCH ANO JOIN EXISTING SIDEWALK 6' LANDING 2%MAX. \ INDEX MAP SCALE: f. = fOOO' 6" TO o·cuRB TRANSITION \ ' ' EXISTING CURB PROTECT IN PLACE \ \ ►\ J \ s0~ \ \ \ \ \ \ \ \ \ Q' 10' 5 .:\ -, \ J SCALE: 1'' = 1 O' \ \ EXISTING CURB PROTECT IN PLACE \ 13.6 TC 6 \ \ \ \ \ \ \ \ \ \ \ ADA PATH , OF TRA I/EL \ \ ' 20' \ STRIPING ON EXISTING AC.) 6' TO o·cuRB CONST. 6" CURB PER SORSO G-01 'ANSIT/ON \ CONST. ADA RAMP. MATCH EXISTING 6' LANDING 2%MAX. • TO o·cuRB TRANSITION \ I SHgET I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI LA COSTA DRl'ANG RANGE EXPANSION PARK/NC AND ADA PATH DETAILS CR 2023-0018 APPROVED: JASON s. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CUP2023-0001 539-4C ENGINEER OF WCRK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 8/18/23 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ~ v,vv I (f// I□ I I I I PREPARED: JULY, 2023 I I 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com I Civil Engineering Planning Processing Surveying --. ~ DESIGNED BY: P.K. DATE: JANUARY, 2023 DRAWN BY: _ __[__,JP.K"-. __ SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 •"_,0e s .. -A "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR . . . 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BENCHMARK <" DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 25' 0/SC STAMPED 'CLSB-017 L.S. 6215' LOCA TlON: ELEVATION: NORTH EAST CORNER OF LA COSTA A 1/ENUE BR/OGE 01/ER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. 19.580' DA TUM: NGVD 29 ' 00~~ o· 1 Q' 40' 5 20 SCALE: 1'' = 20' ' I \ ' ,.---I I I ,;..--I I I 1J::i -;1' I ' ' PR/VA TE STORM DRAIN DATA ... .. -----...,.---~ ~ ----- 'NO..., DELTA/BEARING RADIUS LENGTH SLOPE DESCRIPTION 1 N tnt'o216" E -46.60' 18" HOPE ' =------=== -I.., - 2 N 31'41'37.48" W -135.8,f.' I.SOX 18" HOPE J N 40"26';f.7.5J" E -155.68' 6.00% 18" HOPE '-, PRIVATE STORM DRAIN PLAN & PROFILE t----t----t-----------+--+----+--+-----ll s!HOEET I CITY OF CARLSBAD ~2 ~=='---'===::E:::::N::::G:::::IN:=E:=ER:::::l:::::N::::G:::::D:::::E:::::P:::::A:::::R:::::TM::::E=:N::::::T==::::'....:L_RJ==~ GRADING PLAN FOR: i----t----t-----------+--+--+---e------1 OMNI LA COSTA DRl'ANG RANGE EXPANSION PR/VA TE STORM DRAIN GR 2023-0018 SUP 2023-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL ENGINEER OF WCRK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL CHKD BY: __ _ RVWD BY: PROJECT NO. CUP2023-0001 DRAWING NO. 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 8/18/23 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! -= It It It I = It It I It It = I It It I It It It I I I 1 .g . IS-NC G QL: ND C:>, t ~ID}: ""-=ia "'' ~ "",::_ • ~ ~·~ I!) :rrs-: · 8. -= 8 l"I •.l"E 1 -I'/v v ---t---f.::]'v - I 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: JANUARY. 2023 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 RCE 60223 EXP. REVIEWED BY: INSPECTOR e I • ~ . .., = :0 . :(/l Ill .~ ~ XI el l G -R · l:JN · ,,, . PROFILE SCALE DATE DATE HORIZ N 1'' 20· VERT N 1" 4' LWD NOTE: LWO INSPECTOR MUST BE PRESENT WHILE SEWER IS EXPOSED FOR CROSSINGS. SEWERS MUST BE CCTVD AFTER BACKRLL BENCHMARK DESCRIPTION: LOCA TlON: ELEVATION: CITY OF CARLSBAD POINT 11, BEING A 2.5' OISC STAMPED 'CLSB-017 LS. 6215' NORTH EAST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. 19.580' DA TUM: NGVD 29 ---- ~ -..., .. :z Ill -e . ·c:., '!· _ .. __ ,_ . - -i • 'V ±. ---. :.ci· -,- ..... ,. - 'T' , ....'V _,_ : o· 5 1 o· I I I I I/ . :-,... J.J I I 20 SCALE: 1'" = 20' 40" PR/VA TE STORM DRAIN DATA 'NO..., DELTA/BEARING RADIUS LENGTH SLOPE DESCRIPTION 1 N 3°41'21" E -88.49' 1.00% 18" HOPE 2 N 8678'39" W -107. 19' 1.00% 18" HDPE 3 N 70"21'2r E -188.23' 284% 18" HOPE PRIVATE STORM DRAIN PLAN & PROFILE t----t--t-----------+--+----+--+---11 S,HE,ET I CITY OF CARLSBAD ~2 ~:::::::::=:::'_'::::==::E:::::N::::G:::::IN:=E:=ER:::::l:::::N::::G:::::D:::::E:::::P:::::A:::::R:::::TM::::E=:N:::::T==='-'=L_RJ==~ GRADING PLAN FOR: i----t---t------------+--+--+---e----1 OMNI LA COSTA DRl'ANG RANGE EXPANSION PR/VA TE STORM DRAIN GR 2023-0018 SUP 2023-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL ENGINEER OF WCRK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL CHKD BY: __ _ RVWD BY: PROJECT NO. CUP2023-0001 DRAWING NO. 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023 ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊◊◊ ◊◊ ◊◊◊◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊◊ ◊ ◊◊◊ ◊ ◊◊◊◊◊◊ ◊ ◊ ◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊◊ ◊◊ ◊ ◊◊ ◊◊ ◊◊ ◊◊◊ ◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊ ◊ ◊◊ ◊ ◊◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 8/18/23 RCE 60223 SUP 2023-0001 J7 J) I NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2023 O'Day Consultants, Inc. I I ' I 0 NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\21101::1 C1n·1 Rcs~rt. k-I" ::o.1rs~\(.f:,'.;[1ll'-C. PL.~JI 2\::H~ET FILE:':\::,-·I0 :~~A[: 2 2 /refo: 21 :-·c•-\i!\l'G; 2I101'.l--c,-,:::; 2ll01(J-UT _, 211J!;-,.JF:A)-2; 2110 Cl'-2 ,"JlfW; :::- • PREPARED: JULY, 2023 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying '/ II t~_:Jjf . I I r ~ I ' /C: / / \ OVERALL SITE SCALE: t' = 100' o· 100' 50 200' SCALE: 1" = 100' - ~ I~--.. ~ ~~ ......... ~~ , ' ~~ / ~::;,..., _..._ l -..;;::~::;,..., ~- DESIGNED BY: P.K. DATE: JANUARY. 2023 "AS BUILT" DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K~.H~·--JOB NO.: 211010 KEITH W. HANSEN DATE RCE 60223 EXP. ENGINEER OF WORK: REVIEWED BY: DATE: KEITH W. HANSEN RCE: 60223 INSPECTOR DATE I I I I / I , I I I I I , , ' , , , , , , I \ I / I 0 / / ~ --.. E'L~~AM!NO R[AL -- BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5" DISC STAMPED "CLSB-017 L.S. 6215" LOCA TlON: NORTH EAST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 \ i DATE INITIAL ENGINEER OF WORK ur t t BMP ID# PARTY RESPONSIBLE FOR MAINTENANCE: NAME: OMNI LA COSTA RESORT AND SPA ADDRESS: 22100 COSTA DEL MAR, CARLSBAO,CA 92010 PHONE NO.: {808) 268-6187 PLAN PREPARED BY: NAME: KEITH W. HANSEN, PE COMPANY: 0 '.DAY CONSULTANTS, INC. ADDRESS.· 2710 LOKER AV£NU£ WEST SUIT£ 100 CARLSBAD, CA 92010 PHONE NO.: 760-931-7700 BMP NOTES: CONTACT: DAVID SMALLWOOD SIGNATURE C£RllFICATION ___ _ 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 3. FROM THE CITY ENGINEER. 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_ 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCT/ON ANO 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 BMP TYPE SYMBOL CASQA ND, QUANTITY DRA'w!NG ND. SHEET N□,(S) INSPECTI□ N MAINTENANCE FREQUENCY FREQUENCY HYDROMODIFICATION AND TREATMENT CONTROL ,'D-<i, BIOFIL TRA TfON ~ 539-4C 5,6,8-10.12,13 QUARTERLY & TC-32 3,176 SF AFTER MAJOR \ ~/ BASIN STORM EVENT SOURCE CONTROL '.31-'4' STORM DRAIN ----SD-13 2 EA 539-4C 8,10,11 AS NffDED \.' j t,_ .. ) INLET SC-44 STENCILS SELF D ---- ---------------- MIT/GA TING . STRffTS D WEEKLY SIDEWALKS sc-P• ---- -------- SWEEPING (6)-(i) WA 1ER QUALi TY Sff DETAIL 2 EA AS NffDED ..... -------- SIGN BELOW TRASH CAPTURE BMP's 15·\ \_) TRASH SEE PLAN SD-32 34EA 539-4C 3. 6,7,9 AS NffDED LOW IMPACT DESIGN (LID; (8) DISPERSION ~~~ ----112,000 S.F. 539-4C 3, 6,7,9 AS NffDED • SEE SOURCE CONTROL CHECKLIST FROM THE CITY OF CARLSBAD BMP DESIGN MANUAL APPENDIX E. PERMANENT WATER QUALITY TREATMENT FACILITY KEEPINCl OUR WATERWAYS CLEAN MAINTAIN WITH CARE -NO MOCIFICAllONS WITHOUT AGENCY APPROVAL DETAIL -WATER OUAUTY SIGN NOT TO SCALE SEMI-ANNUALLY ---- ---- ---- ---- ---- ---- SINGLE-SHEET BMP EXHIBIT I 512T I CITY OF CARLSBAD uu ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI LA COSTA DRl'ANG RANGE EXPANSION SINGLE SHEET BNP EXHIBIT CR 2023-0018 APPROVED: JASON s. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: CUP2023-0001 539-4C DocuSign Envelope ID: CCF89FF2-C08E-44C3-958C-2E9B7E9BF53A 8/31/2023