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Home My WebLink AboutDWG 539-4A; SUP 2022-0001; OMNI RESORT GOLF COURSE; 01-2211/11/202211/14/202206/30/202411/14/227465 & 746611-16-2022N/A N/A 11-16-202211/11/2022211/21/20226/30/2024GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPRO'IEO BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAl'IE ANY PORTlON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTlON OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS 0/SCO'IEREO. 3. CITY APPROVAL OF PLANS DOES NOT RELIE'IE THE OE'IELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTlON OF ERRORS ANO OMISSIONS 0/SCO'IEREO DURING CONSTRUCTlON. ALL PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTlRCA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE RLEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.0D FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA 'IE A RA TlNG OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TlNG GUIDE. 5. NO WORK SHALL BE COMMENCED UNTlL ALL PERMITS HA 'IE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED /MPRO'IEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPRO'IEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTlL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK. ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TlTlE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR RRE ANO OTHER EMERGENCY 'IEH/CLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TlMES DURING CONSTRUCTlON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTlON CUR'IES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELO OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETlON OF RELO TESTS. 13. A SOILS COMPACTlON REPORT ANO COMPLIANCE 'IERIRCATlON REGARDING ADHERENCE TO RECOMMENOA TlONS OUTl/NEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE 0/RECTlON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE RELO OF APPLIED SOILS MECHANICS. ALL RLL OR FUTURE RLL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIRCATlONS ANO THE "EARTHWORK SPEC/RCA TlONS" ATTACHED TO THE PRELIMINARY SOILS IN'IESTlGA 110N. DAILY RELO COMPACTlON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTlON MEETlNG SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATl'IES RESPONSIBLE FOR CONSTRUCTlON. INSPECTlON. SUPERVISION. TESTlNG ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TlME FOR THE PRECONSTRUCTlON MEETlNG. APPRO'IEO DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETlNG. 15. ALL INSPECTlON REQUESTS OTHER THAN FOR PRECONSTRUCTlON MEETlNG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTlON REQUEST LINE AT {760/438-389/. !NSPECTlON REQUEST MUST BE RECE/'IEO PRIOR TO 2.·00 P.M. ON THE DAY BEFORE THE INSPECTlON IS NEEDED. INSPECTlONS WILL BE MADE THE NEXT WORKDAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2.·00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA YS LA TER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE OE'IELOPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LA#5 ANO REGULATlONS. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTlON 6705 BY SUBM!mNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTlON FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA 110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES R'IE FEET (5') OR MORE IN DEPTH ANO APPRO'IEO BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATlON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTlON SAFETY ORDERS. TlTlE 8 CALIFORNIA AOMINISTRA Tl'IE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATlON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATlON. 18. NO BLASTlNG SHALL BE PERFORMED UNTlL A VALID BLASTlNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTlNG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTlNG OPERATlONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO'IERED WITHIN ANY WORK AREA DURING CONSTRUCTlON. OPERA TlONS WILL CEASE IMMEOIA TELY. AND THE PERMITTEE WILL NOTlFY THE CITY ENGINEER. OPERA TlONS WILL NOT RESTART UNTlL THE PERMITTEE HAS RECEl'IED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERA TlONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 110N OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTlON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. ANO 6.·00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATlONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIOA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM. ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPRO'IEO BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATlON. 23. BRUSH SHALL BE REMO'IEO ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMO 'IEO UNLESS SPECIF/CALL Y NO TEO ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL TlNG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA'IE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPRO'IEO SWPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPRO'IED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTlON. THE SITE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMO'IEO ANO DISPOSED OF AT A SITE APPRO'IEO OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TEO. STABILIZED, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN (10) DAYS OF THE TlME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APP RO 'IEO GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 539-4L, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATlON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TlME REQUIREMENTS. JO. WHERE AN EXISTlNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATlON. IT SHALL BE REMO'IEO WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE EXISTENCE AND LOCA 110N OF UTlLITY STRUCTURES AND FAC/LITlES SHOWN ON THE CONSTRUCTlON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTlON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTlLITY FACIL/TlES OR STRUCTURES NOT SHOWN OR IN A LOCATlON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTlONARY MEASURES TO PROTECT THE UTlLITlES SHOWN ON THE PLANS AND ANY OTHER EXISTlNG FAC/LITlES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXISTlNG FAC/LITlES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUfflC/ENTl Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACT/JAL LOCA TlONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTlFY AFFECTED UTlLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTlNG GRADING NEAR THEIR FACILITIES AND SHALL CDORDINA TE THE WORK WITH A COMPANY REPRESENTA TlVE. UNDERGROUND SERVICE ALERT SOG&E AT&T SPECTRUM CABLE COX COMMUN/CA TlONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER) LEUCADIA WASTEWATER DISTRICT 34. PERMIT COMPLIANCE REQUIREMENTS.· 811 (800} 411-7343 (619) 237-2787 (800} 227-2600 (619) 262-1122 (760) 434-2980 (760) 438-2722 (160} 753-0155 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSER'IE AND CONTROL THE WORK IN PROGRESS /15.16. 120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO COMPLETlON OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15. 16.120/ CARLSBAD MUNICIPAL CODE.-(/) RNAL REPORT BY SUPERVISING GRADING ENGINEER STATlNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTlNG AND /RR/GA 110N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/TlES, A STATEMENT AS TO THE EXPANS/'IE QUALITY OF THE SOIL, AND SUMMARIES OF RELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATlONS OUTl/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) >TAR AFTER THE CITY ENGINEER's APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED 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 BE ADDEO TO THE SA TlSFACTlON OF THE CITY ENGINEER. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 'IE EXERCISED RESPONSIBLE CHARGE O'IER THE DESIGN OF THE PROJECT AS DERNEO IN SECTlON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/RCA TlONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONS/8/L/TlES FOR PROJECT DESIGN. O:OAY CONSULTANTS, INC. 2710 LOKER A 'IENUE WEST, SUITE 700 CARLSBAD, CALIFORNIA 92010-7317 (160) 937-7700 DATE.· __ _ KEITH HANSEN R. C.E. NO. 60223 EXP.: ___ _ SOILS ENGINEER'S CERT/RCA TE I, ANDREW T. SHDASHEKAN. A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS, HEREBY CERTlFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTlON ON APRIL 15. 2021. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS ST/JOY, WITH MY RECOMMENDATlONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG.~'NEER. ~ ~/ '('il-ofESS/o,1/,; /, t__ ~~,J,,~ 1. SHOAs,91: '{ ~ SIGNED// ----~ ~-~~ /7 ,::::-✓✓ C/)~ ',;e.-V_ / 0 ~ P. E. NO.· 9J{ji/O Cu ,,, 0::. PE 93940 .::0 * * DATE.· _____ _ J'-'1); Ci VI'-fl:.~'<-f' OF CALl~Cl LICENSE EXP/RA 110N DATE: 9/30/2024 OWNER'S CERT/FICA TE I (MJ HEREBY CERTlFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTlVITY AND ADVISE ON THE COMPACTlON AND STABILITY OF THE SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STA TE-REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIRED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTlON ORDER ANO MUNICIPAL PERMIT, LA TEST VERSION. ,:J.-Q__ CLINT GULICK, OWNERS kt,tSENTA TIVE DATE REVISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EX/SllNC Ulll/TlES IN THE FIELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODc)Consultcnts.com Civil Engineering Planning Processing Surveying DESIGNED BY: P.K. DATE: JUNE 2022 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 REQUIRED, CONTACT DAVID SMALLWOOD AT (760) 931-7525 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CON'IENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. 3. FOR PROJECTS CO'IERED BY STATE SWPPP/WOIO. IN ACCORDANCE WITH THE CONSTRUCTlON ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIRED SWPPP PRACT/TlONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTlON CONTROL (WPC} PLAN TO ADDRESS UPDA TEO SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE ANO MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTlON BMP's BEYOND THE ORIGINAL APPRO'IEO SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTlCIPATED. THE QSP SHALL REPORT BMP OERCIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR's QUALIREO SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY S/GNIRCANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER, TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER ANO/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PRE'IENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPRO'IED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTl'IE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE RVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMO'IEO AFTER EACH RAINFALL. 10. ALL GRA 'IEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYOROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT CONSERVATION. STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIRCATIONS AND THE FOLL OWING.· A. HYOROSEEDEO SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO 'IERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6.· I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST' a. NOT SCHEDULED FOR IMPRO'IEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. /DENT/RED BY THE PARKS ANO RECREATlON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY ENGINEER THAT WARRANTS IMMEOIA TE TREATMENT. 8. HYOROSEEOED AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6:/ OR STEEPER ANO THAT ARE a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00% CO'IERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CON'IENTlONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00% COi/ER.AGE. 2. AREAS SLOPED LESS THAN 6.· 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA 110N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTlMUM LEVEL FOR THE GROWTH OF THE HYOROSEEOED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYS.SUM (CARPET OF SNOW) t 1/2 lb. PER ACRE OF DIMORPHOLECA 9. ITEMS c,d,e, AND f OF THIS SUBSECTlON MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEDEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN RX/NG BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL T/JRE CERT/RCA 110N TAG ATTACHED To, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSEEDEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y APPLIED RBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO HYOROSEEOING BY: /. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA 110N OF: a. TRACK WALKING SLOPES STEEPER THAN 6.· I b. HARROWING AREAS 6.· I OR FLATTER THAT ARE SUFRC/ENTl Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTlNG BY: a. AOJ/JSTlNG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR CO'IERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYOROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOEO IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL ~/! APPROVED BY: LWD DISTRICT ENGINEER ~ C33692 ____ _ Dexter S. Wilson. PE RCE Dote Dexter Wilson Engineering. Inc. Firm Exp. Date CITY OF OCEANSIDE PACIFIC OCEAN INDEX OF SHEETS I VICINITY MAP, NOTES. LEGEND CITY OF VISTA CITY OF--"'-~ ENCINITAS '-A.I VICINITY MAP NOT TO SCALE 2, KEY MAP, LWD NOTES, EASEMENTS 3, STREET SECTlONS, DETAILS, ABANDONMENT NOTES 4-22 GRADING PLAN LEGAL DESCRIPTION A PORTION OF LOT I, AND LOTS 2, 3, 4, ANO 28, OF CARLSBAD TRACT NO 03-07, LA COSTA RESORT AND SPA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14984 RLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTRY, MARCH 18, 2005. ANO LOT 37 OF TRACT 03-01-02 LA COSTA RESORT AND SPA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP NO. 15108 RLEO IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTRY, SEPTEMBER 19, 2005. OWNER /DEVELOPER OMNI LAS COSTA RESORT AND SPA 2100 COSTA DEL MAR ROAD, CARLSBAD, CA. 92009 REFERENCE DRAWINGS CITY OF SAN MARCOS WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTlON OF ALL CUTS AND RLLS, REMEDIAL GRADING, DRAINAGE FAC/LITlES, EROSION CONTROL FAC/LITlES, ANO PLANTlNG OF PERMANENT LANDSCAPING ANO PREPARA 110N OF AS-BUil T GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/RCA TlONS, REQUIREMENTS, RESOLUTlONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCTlON. AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. 3. THIS SET OF PLANS. 4. RESOLUTION NO. ______________ DATED. ____ _ 5. THE STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORTS AND RECOMMENOA TIONS BY GEOCON DATED APRIL 15, 2021. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY BE MOO/RED BY THE CITY OF CARLSBAD ENGINEERING STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ____ ~ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ________ _ 70. STORM WATER POLLUTION PRE'IENTION PLAN PREPARED BY OVA Y CONSULTANTS DATED OCTOBER 25, 2022 SW NO. ______ WD/0 NO. 9 37CJ99069. 11. STORM WATER MANAGEMENT PLAN PREPARED BY_~N-/2~1!--~ DATED N/A SWMP NO. N/A 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND NOTE: QUANT/TlES ARE FOR BONDING PURPOSES ONLY. ACT/JAL QUANT111ES MAY VARY. ST.4NOARD OWGS. ARE SAN DIEGO REGIONAL STOS. UNLESS NOTED OTHERWISE. DESCRIPTION STD. DWG'. SUBDIVISION BOUNDARY. . .............. . EASEMENT LINE. . . . . . . . . . . . . . . . . . . . . . GRADED SWALE ...................... . RN/SH SURFACE CONTOUR W/£LEVAT10N ......... . GRADED SLOPES (2.· 1 MAX). . . . . . . . . . . . . . . . DAYLIGHT LINE. CUT/FILL LINE . PROPOSED CART PATH ................. . EX/STlNG CART PA TH TO BE REMO'IED. . ....... . LIM/ T FEMA ZONE ii '. . . . . . . . . . . . . . . . . . . LIMIT EXISTING 100-'fR INUNDATION ........... . LIMIT PROPOSED 100-'fR /NUNDA TION. ......... . SYMBOL -------....,._,,,_,,,----';►,---453--QUANTITY 123,476 S.F. -0-----0--------0-----0-----0-CITY OF CARLSBAD DRAWINGS No. 167-7, 168-68, 168-9, 169-4, 233-6, 78,· 235-9, 244-lA, 397-2C, 2H, 21,· 808-1, 422-6H, 503-4, 921-6, 927-1. MAPS NO.: 14984, 15108 EARTHWORK QUANTITIES CUT' RLL: REMEDIAL: 65. 000 CU. YOS. 65. 000 CU. YOS. 5,750 CU. YOS. 0 CU. YOS. EXPORT' NOTES.· /. THESE QUANTlTIES ARE FOR BONDING PURPOSES ONLY. CONTRACTOR TO VERIFY TO HIS SATlSFACTlON. 2. CONTRACTOR SHALL SUBMIT ANO RECEl'IE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO OR FROM THE SITE. BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 17, BEING A 2.5" DISC STAMPED "CLSB-017 LS. 6275' LOCATION: NORTH EAST CORNER OF LA COSTA A'IENUE BRIDGE OVER ENCINITAS CREEK. 185' WEST OF EL CAMINO REAL. ELEVATION: 19.580' DATUM: NGVD 29 BASIS OF BEARINGS CALIFORNIA CDOROINATE SYSTEM (CCS 83} ZONE 6, EPOCH 1991.35. BASED UPON GRID BEARING BETWEEN CITY OF CARLSBAD CONTROL POINTS 17 ANO 96 PER RECORD OF SURI/EY NO. 17271. IE. N 15" 52' 25' W. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THIS PLAN WAS GENERA TED BY AERIAL PHOTOGRAPHY INFORMATION GATHERED ON FEBRUARY 25. 2021, ANO NO'IEMBER 3, 2021 BY AEROTECH MAPPING, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSOR's PARCEL NUMBERS: 213-111-15. 20,· 213-112-31, 32,· 216-592-01, 04,' 216-593-05. THE CALIFORNIA COOR.DINA TE INDEX OF THIS PROJECT IS.· N 360, E 1683. STREET ADDRESS.· 2/00 COSTA DEL MAR RD. CARLSBAD, CA., 92009 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ABANDONMENT NOTES SEE SHEET J FOR ABANDONMENT NOTES POST-CONSTRUCTION BMP TABLE STORMWA TER REQUIREMENTS THAT APPLY.· EXEMPT FROM EXEMPT FROM TRASH CAPTURE? HYOROMOD/RCA TlON? ~ STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~ ITS NO ~ ITS' NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NOs. MAINTENANCE AGREEMENT FREQUENCY SD-K SUSTAINABLE OMNI OWG 539-4 AS-NEEDED LANDSCAPING RESORTS TOTAL LOT AREA = 370.00 AC. "AS BUILT" TOTAL DISTURBED AREA = 54. 35 AC. TOTAL REPLACED IMPERVIOUS AREA = 0 S.F. TOTAL PROPOSED IMPERVIOUS AREA = 81.232 S.F. ONS/TE BMP's FOR THIS PROJECT ARE TO BE MAINTAINED BY THE DEVELOPER ANO/OR FUTURE OWNERS. KEITH W. HANSEN DATE RCE 60223 EXP. RE~EWED BY: INSPECTOR DATE I S1EET I CITY OF CARLSBAD Lill 2 ENGINEERING DEPARTMENT CRADINC PLAN FOR: OMNI RESORT GOLF COURSE VICINITY MAP, NOTES, LEGEND GR.2022-0038 APPROVED: JASON s. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 539-4A OTHER APPROVAL Cl TY APPROVAL RVWD BY: SUP 2022-0001 DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 ◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊◊◊◊◊◊◊ ◊◊◊◊11/14/22EXISTING EASEMENTS DENOTED ON PLAN AS.-[lj 1 DAON CORPORATION, DOC 85-335690 REC 9-12-1985; DOC 86-078338 REC 2-28-1986 2 SOC&£ £AS£M£NT BK 798 PG 241 REC 2-16-1920 J LEUCADIA COUNTY WATER DISTRICT S£W£R £AS£M£NT DOC 84-180441, REC 5-15-1984 4 SOC&£ £AS£M£NT BK 5207 PG 158 REC 4-16-1954; SDG&£ £AS£M£NT BK 5273 PG 432 REC 6-18-1954 5 SOC&£ £AS£M£NT DOC 84-011338 REC 1-11-1984 6 LEUCADIA COUNTY WATER DISTRICT S£W£R £AS£M£NT DOC 84-180447, REC 5-15-1984 7 LEUCADIA COUNTY WATER DISTRICT S£W£R PIP£ DOC 14149, REC 1-26-1968 8 S£W£R £AS£M£NT PER MAP 5781 9 DRAINAGE £AS£M£NT PER MAP 5781 10 LEUCADIA COUNTY WATER DISTRICT S£W£R & PUMP STATION DOC 123282 REC 7-9-1965 11 LEUCADIA COUNTY WATER DISTRICT S£W£R £AS£M£NT DOC 2002-1190210 REC 12-27-2002 12 PACIFIC T£L£PHON£ £AS£M£NT DOC 74-337649 REC 12-31-1974 13 SOC&£ £AS£M£NT BK 5235 PG 133 REC 5-12-1954 14 CMWD PIP£LIN£ DOC 74-185031 REC 7-11-1974 15 PACIFIC BELL £AS£M£NT DOC 84-126741 REC 4-6-1984 16 SOC&£ £AS£M£NT BK 6301 PG 162 REC 10-16-1956 17 COSTA REAL MUNICIPAL WATER DISTRICT £AS£M£NT DOC 81-598022 REC 10-23-1987 18 CMWD £AS£M£NT DOC 2008-0166956 REC 4-1-2008. QUITCLAIMED PER DOC. 2012-0167448, REC. J-22-2012 19 STORM DRAIN £AS£M£NT DOC 145066 REC 9-6-1966 20 BIOS, INC., S£W£R £AS£M£NT DOC 224061 REC 12-23-1968 21 LIC£NS£ FOR PEDESTRIAN & GOLF CART PURPOSES DOC 63823 REC 4-17-1968 22 CARLSBAD MUNICIPAL WATER DISTRICT £AS£M£NT DOC 76856 REC 5-8-1968 23 FLOOD CONTROL DISTRICT £AS£M£NT DOC 13-270064 REC 9-25-1973 24 HOA LANDSCAPING £AS£M£NT DOC 87-651063 REC 11-20-1987 25 FLOWAG£ OF WATER £AS£M£NT DOC 87-642302 REC 11-11-1987 26 PR/VAT£ DRAINAGE £AS£M£NT DOC 84-304383 REC 8-10-1984 27 HOA PATIO £AS£M£NT DOC 87-651064 REC 11-20-1981 28 CARLSBAD MUNICIPAL WA T£R DISTRICT £AS£M£NT DOC 92-348009 REC 6-4-1992 29 SOC&£ £AS£M£NT DOC 105863 REC 6-11-1964 JO COSTA REAL MUNICIPAL WA T£R DISTRICT £AS£M£NT DOC 81-598022 REC 10-23-1987 31 LEUCADIA COUNTY WATER DISTRICT S£W£R PIP£L/N£ DOC 97-0583201 REC 11-18-1997 32 SOC&£ £AS£M£NT DOC 206119 REC 9-16-1969 JJ SOC&£ £AS£M£NT DOC 184937 REC 11-23-1966 34 LEUCADIA COUNTY WATER DISTRICT PIP£LIN£ DOC 169111 REC 9-16-1969 35 LEUCADIA COUNTY WATER DISTRICT S£W£R PIP£ DOC 73-168249 REC 6-20-1973 36 LEUCADIA COUNTY WATER DISTRICT UTILITY £AS£M£NT DOC DOC 138157 REC 8-11-1961 37 LEUCADIA COUNTY WATER DISTRICT S£W£R PIP£ DOC 138151 REC 8-11-1961 38 LEUCADIA COUNTY WATER DISTRICT UTILITY £AS£M£NT DOC 91495 REC 5-29-1962 39 LEUCADIA COUNTY WATER DISTRICT S£W£R PIP£ DOC 73-021341 REC 1-24-1973 40 SOC&£ £AS£M£NT DOC 79-507143 REC 12-3-1979 41 PR/VAT£ WALKWAYS £AS£M£NT DOC 89-002482 REC 1-3-1986 42 PR/VAT£ DRAINAGE £AS£M£NT DOC 2004-0945988 REC 10-5-2004 43 CARLSBAD MUNICIPAL WATER DISTRICT PIPELINES DOC. 74-213988, REC 10-15-1974 (NOT SHOWN ON THIS PLAN} 44 COSTA REAL MUNICIPAL WATER DISTRICT DOC. 84-380189 REC 10-8-1984 (NOT SHOWN ON THIS PLAN) 45 CARLSBAD MUNICIPAL WATER DISTRICT, DOC. 62-33068 REC. 2-27-1962 46 CARLSBAD MUNICIPAL WATER DISTRICT, DOC. 2012-0167448 REC. J-22-2012 CAUTION: ENERGIZED OVERHEAD CONDUCTORS, ELEVATION VARIES, MUST MAINTAIN 20' RADIAL CL£ARANC£ FROM TRANSMISSION LINE SUPPORTING STRUCTURES & FOUNDATIONS, IF ANY WORK IS WITHIN 20' RADIAL CLEARANCE, STANDBY LINEMAN IS REQUIRED FOR SAFETY WATCH. PROTECT IN PLACE EXISTING STRUCTURES, GUYS & ANCHORS FOR THE PROPOSED OMNI-LA COSTA GOLF COURSE. CONTACT DIVERSIFIED UTILITY SERVICES INC. (858-278-2880) JO DA rs IN ADVANCE OF CONSTRUCTION TO SCHEDULE STANDBY WHEN REQUIRED. SDG&£ VEHICLE ACCESS TO EXISTING ON-SITE UTILITY FACILITIES SHALL BE MAINTAINED AT ALL TIMES. THE PROJECT CONTRACTOR WILL ENSURE TH£ LEUCADIA WAST£WA T£R DISTRICT STAFF HAS ACCESS TO ALL LWO EASEMENTS AT ALL TIMES IN CASE OF £M£RG£NCY. TH£ LEUCADIA WAST£WA T£R DISTRICT INSPECTOR WILL 8£ PR£S£NT WHENEVER LWO FACILITIES AR£ ACC£SS£0 OR ADJUSTED. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! PL~.I·.I\c=u,rn~:; PLAl·,j SI-EET:~.\21·I0 :~~/'.[: 02 03.dwg 1-k"i 21, 2:)22 IC:: "Jr' 2."C-10-LA<JUl 2·E"•>TOr'C-l'•)ST ~'~H,J; 2· ,~,r,J-,~RAD REVISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com I. 2. 3. 4. 5. 6. 1. 8. 9. 10. II. 12. 13. 14. 15. 16. 11. 18. 19. 20. 21. 22. 23. 24. 25. 26. 21. 28. 29. JO. JI. 32. SEWER NOTES: LEUCADIA WASTEWATER 0/STHICT LIIV APPROVAL OF THESE PLANS ODES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBLY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. ALL DESIGN, MATERIALS, ANO CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWAllli' DISTRICT LWO SEWER STANDARD SPEC/RCATIONS ANO TO THE REQUIREMENTS OF THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) ANO THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWO SEWER STANDARD SPEC/RCA TIONS GOVERN. OSHA SAFETY ORDERS ANO OSHA CONRNEO ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. THE CONTRACTOR SHALL HA VE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES 2 & J ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE OF RNAL ACCEPTANCE BY LWO ANO SHALL REPAIR OR REPLACE ANO WORK THAT MAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WI-IA !SOEVER TO L WO. QUANTITIES SHOWN HEREON ARE FOR BONO PURPOSES ONLY. NEITHER THE PROVA TE ENGINEER NOR LWO GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS ANO SUPPLIES SATISFACTORY TO LWO. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LIIV. PRIOR TO BEGINNING SEWER WORK, THE LWO INSPECTOR SHALL BE FURNISHED A SET OF cur SHEETS ANO THE CONTRACTOR SHALL COMPLY WITH LWO STANDARD SPEC SURVEY REQUIREMENTS. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONSTRUCTION, SUBMIT SHOP DRAWINGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE ANO ATTEND A PRECONSTRUCTION MEETING PER APPENDIX V OF STD SPEC, ANO PROVIDE 3-WEEK LOOK AHEAD SCHEOULE(S) FOR ALL SEWER WORK THROUGHO/JT PROJECT IN ADDITION TO 72 HOURS NOTICE OF NEm FOR EACH INSPECTION. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY ANO OTHER REQUIRED PERMITS HA VE BEEN OBTAINED FROM THE J/JR/SO/CTIONAL CITY, COUNTY, AND/OR OTHER APPROPR/A TE AGENCIES. 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 RVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TIT/I 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SL/BMITTEO TO THE LWO INSPECTOR PRIOR TO EXCAVATION. ALL SEWER FACILITIES SHALL BE INSTALLED IN ORY EXCAVATIONS ANO TRENCHES. CONTRACTOR SHALL OEWA TER ANO MAINTAIN OEWA TERING CONTINUO/JSL Y UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKRLL MATERIALS IN A ORY 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 GEO.TEXTILE MATERIAL SHALL BE SL/BMITTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN OEWA TERING PERMITS AS NECESSARY ANO RETURN OF GROUNOWA TER TO THE SEWER SHALL NOT BE ALLOWED. THE EXISTENCE AND LOCATION OF UNOERGRO/JNO UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AN AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOMEOGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN N THESE PLANS. ATTENTION IS CALLEO 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. APPROVAL OF THIS PLAN BY LIIV 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. 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 PO !-HOLED PRIOR TO TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPL 'f/NG WITH ALL LOCAL, STATE; ANO FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY ANO CONRNEO SPACE ENTRY. SOILS REPORT SHALL BE SUBMITTED TO LWO BY A QUALIRED SOILS ENGINEER WI-I/CH CERT/RES THAT TRENCH BACKRLL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH IN SITE EARTHWORK SPECIRCATIONS ANO THE LWO STANDARD SPEC. 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. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL M'tlAR DRAWINGS WITH INITIALED APPROVAL ON THE M'tlARS. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUil T DRAWINGS TO LIIV FOR REVIEW ANO APPROVAL PRIOR TO RNAL ACCEPTANCE OF THE PROJECT. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS ANO LA llli'ALS, UNLESS OTHERWISE APPROVED IN Wf?ITING BY THE DISTRICT. TRENCH SHALL BE BACKRLLEO OR PLA TEO AT THE CONCLUSION OF EACH DAY OF WORK. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTA TION. IF ANY SURVEY MONUMENTS ARE 0/STURBm OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH ANO RECORD THE MONUMENT CHANGE PER STATE LAW. A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES. EXISTING SEWER CROSSED WITHIN J FEET VERTICAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE ANO AFTER THE CROSSING WORK IS COMPLETED FOR LIIV REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO RLES. ANY DAMAGED LIIV FACILITIES SHALL BE REPAIRED TO LIIV SATISFACTION AT NO COST TO LIIV INCLUDING ADDITIONAL CCTV INSPECTION. SEPARATION OF SEWER/WATER AND SEWER/RECLAIMED WATER SHALL COMPLY WITH L WO STANDARD owe S-2 ANO WITH ALL CO/JNTY ANO STATE HEALTH DEPARTMENT REGULATIONS. CONNECTIONS TO EXISTING 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 EXISTING SEWER UNTIL AFTER RNAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LIIV INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN ASS APPROVED BY LWO ON THE PLANS. A 2 INCH HIGH "S"SHALL BE INSCR/Bm ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. ALL PIPE SHALL BE HANDLED ANO INSTALLm SO AS TO PROTECT PIPE, JOINTS, LINING, ANO COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING ANO PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENOS OF PIPE SHALL BE SEALED AT ALL TIMES Wf-lEN CONSTRUCTION IS NOT IN PROGRESS. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED ANO SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF AN ANGLE RECOMMENDm BY THE PIPE MANUFACTURER. SEWER PIPE ZONE ANO TRENCH BACKRLL SHALL BE PER THE LWO SEWER STANDARD SPEC/RCA TIONS. WATER JETTING SHALL NOT BE ALLOWED. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYs: JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWO WILL BE AT CONTRACTOR EXPENSE. 33. 34. 35. 36. 31. 38. 39. 40. 41. 42. 43. 44. 45. 46. 41. 48. 49. 50. 51. 52 DESIGNED BY: P.K. DATE: JUNE 2022 "AS BUILT" 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 MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, RN/SHED, ANO COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, 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. JOINTS BETWEEN MANHOLE BASE, SHAFTING, CONE SECTIONS, ANO RING SHALL HAVE A 2"BY 2" aum RUBBER GASKET PLACED WITHIN THE fill CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKRLL, 2) AFTER BACKRLL, ANO J) SUBSEQUENT TO ANY SUSPECTED MOVD.fENT OR DAMAGE AFllli' BACKRLL. ALL SEWER ANO LA llli'ALS SHALL BE WA 'rNE BALLED OR JETTED, LOW PRESSL/RE AIR TESTED, ANO TELEVISED AT THE APPLICANT/CONTRACTOR'S EXPENSE PRIOR TO CONSIOERA TION FOR RNAL ACCEPTANCE BY LIIV. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY LA llli'ALS. ALL SEWER ANO LAllli'ALS SHALL BE IN PLACE ANO SHALL HAVE RNAL APPROVAL BY THE LWO INSPECTOR PRIOR TO BACKRLL. MANHOLES SHALL BE 4 FEET 0/AMEllli' FOR PIPE UP TO 15 INCH DIAMETER PER LIIV STANDARD owe S-3. MANHOLES SHALL BE 5 FEET DIAMETER FOR PIPE 18 INCHES OR LARGER OR 12 FEET OR G/?EATER DEPTH PER LIIV STANDARD owe S-4. ALL NEW MANHOLE SHAFTS ANO PRECAST MANHOLE BASES SHALL BE LINED WITH APPROVED LININGS SPECIFIED IN DIVISION 2 PART 5 TABLE 502-1./ OF LWO SEWER SPECS. EPOXY OR PVC LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF RFTEEN PERCENT (15%) OF MANHOLES ANO NOT LESS THAN ONE PERCENT (1%) WITH EPOXY LINERS SHALL SUCCESSF/JLL Y PASS PULL -TEST ANO BE REPAIRED UNTIL PASSING. MAXIMUM DEPTH OF SEWER FOR SOR 35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15 '. RNAL 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 DEVELOPER SHALL RESL/BM/T THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REV/ED ANO APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LIIV DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. Wf-lEN CONNECTION TO AN EXISTING MANHOLE IS NECESSARY ANO SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES ANO CONSTRUCT THE NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANS/l/ONS SHALL BE INSTALLm FROM THE INVERTS OF NEM y INSTALLm PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION RTTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EQUAL THE RRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYE'S. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN ENO WYES AND PLAIN ENO 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 ANO LARGER. ALL CONNECTIONS NOT MADE TO EXISTING w~s MUST BE IN ACCORDANCE WITH LIIV STANDARD DRAWING S-32. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGEO ANO BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWO STANDARD DRAWING S-32 MUST BE REVIEWED ANO APPROVED BY THE LIIV DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. FOR CONNECTION OF PLAIN ENO TO PLAIN ENO PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER CASKETED WITH NO CENllli' STOPS. PIPE ENOS SHALL 8£ THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR CO/JPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TH ONE PLAIN ENO PIPE, THEN THE PIPE ANO ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN ENO PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURm BY PW PIPE OR APPROVED BY THE LWO DISTRICT ENGINEER. PVC OR VITR/RED CLAY PIPE (VCP) SEWER PIPE ANO WYES MAY BE USED TO TIE-IN TO EXISTING VCP FOR CONNECTION OR REPAIR OF PLAIN ENO VCP TO VCP OR VCP TO Pn:; A FERNCO SERIES 5000 COUPLING OR APPROVED EQUAL SHALL BE USED. THE CONNECTION SHALL BE CONCRETE ENCASED A MINIMUM 12" ON EA CH SIDE OF THE COUPLING FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE CREA TER THAN 8 INCH DIAMETER CONTRACTOR SHALL cur IN A NEW IV~ PER ABOVE OR MAY US[ A SUITABLY SIZED SEWER SADDLE WYE PER STANDARD owe S-32 CONTRACTOR SHALL BE AWARE THAT LWO FAC/L/l/ES PROVIDE WASTEWATER CONVEYANC£ TREATMENT, ANO DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LIIV OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANC£ OR EMERGENCY REPAIR AT ANY TIM£ THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MA/NTA!Nm AT ALL TIMES (DURING CONSTRUCTION ANO Ar THE ENO OF EACH CONSTRUCTION DAY) ANO SHALL NOT HINDER ANO WOULD BE EXPECTED TO ASSIST WITH ACCESS WI-I/LE WORKING AROUND LWO FACILITIES. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LIIV FACILITIES ANO STRUCTIJRES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE L WO OR PR/VA TE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMmlA TEL Y STOP WORK, NOTIFY LWO, MINIMIZE ANO CONTROL ANY SEWAGE SPILL, ANO REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF LIIV AT NOT COST TO LWO INCLUDING INSPECTION ANO ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWO STANDARD SPECIRCATIONS ANO DRAWINGS. SUBMIT FOR LWO APPROVAL PRIOR TO REPAIR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS,· RECOVERY ANO LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWO FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE OF ALL CLEAN-UP ANO PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY LWO A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWO SEWER FACILITIES. CONTRACTOR SHALL NOTIFY LWO 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS Wf-lERE SEWER MAY BE EXPOSED. 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 BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVO 29 DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION _,: / , / , ~ , r"'"-" () ' ~ 7 ~ ' 11 KEY MAP DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL I 6 --......._,,, 8 r \', 9 I I , I S2ET I o· 600' SCALE: 1" = 600' CITY OF CARLSBAD ENGINEERING DEPARTMENT CRADINC PLAN FOR: Lill 2 OMNI RESORT GOLF COURSE KEY MAP, LIit) NOTES, EASEMENTS GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. CHKD BY: 539-4A RVWD BY: SUP 2022-0001 DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 11/14/22ABANDONMENT NOTES PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOS£ TH£ GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO TH£ SATISFACTION OF TH£ CITY, INCLUDING BUT NOT LIMITED TO TH£ FOLLOWING: I. PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COl/£R WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED l/£G£TATION (SE£ CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2. PERMANENTLY STABILIZE FLAT AREAS (:,5%) -70% COl/£R WITH WELL -ESTABLISHED, SUSTAINABLE, NON-WEED 1/EGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COl/£R (£ G., GRA l/£L) IS CONSIDERED ADEQUATE. 3. RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4. S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG AR£ PROHIBITED. 5. TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST 8£ SENT FROM TH£ OWNER TO TH£ CITY OF CARLSBAD POLICE DEPARTMENT. 6. NOTARIZE AND RECORD AGAINST TH£ PROPERTY AN AGREEMENT STA TING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO TH£ RR£ PR£1/£NTION ORD/NATION, KEEPING TH£ SITE FR££ FROM LITTER ACCUMULATION AND l/£G£TA TION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT TH£ SITE UNTIL TH£ PROPERTY IS D£1/£LOP£D IN TH£ fl/TUR£ NOTE!! ,,,--BRIDGE W/ HANDRAILS ======.===== --'a==~=~~==a:===:oFOOT PATH OR-----..._ .., CART PA TH '-PROPOSED FOOTBRIDGE (PER DWG 539-48) (TYPICAL} NOT TO SCALE /4" PCC WITH THICKENED 8'(TYP) / 1 EDGE PER SOILS e-----G.~:4~R"=T~P.-:4=TH~-+-, RECOMMENDATION OR 6" FOR ENTIRE WIDTH J, rf! /. oy1N. ---_±fr_ __ __ .,.J~Jl'.t--~<f;i!/;I"+."· · .. ::-:·; ;--.... _ ... •,;_;; 1 ~r; -·~'-::// // · __ //<_://////7.7; :;:;A:~~~-RECOMPACTED (TYPICAL) SUBGRADE NOT TO SCALE NOTE REVISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. PL~.1·.1\c=u,rn~:; PLAl·,j SI-EET:~.\21·10 :~~/'.[: 02 03.dwg 1-k"i 21, 2::122 IC:: ,+.r 2."C-10-LA<JUl 2·E"•>TOr'C-l'•JST ~'~H,J; 2· ,~,i,J-,~RAD TYPICAL GREENS ANO BUNKER DETAILS: USGA GREEN DETAIL Civil Engineering Planning Processing Surveying R/W ·, 102' R/W ' f ' ' 5/' I ' 10' 32' 9' 9' ' ....... > · 12°' LAYER 01' SPECIFIED GREENS . / GROWING MEDIUM ·> · · •" _,,,-4" LAYER OF CLEAN 1/4" STONE "& .. '✓ cO• . o•o 51' 32' /0' Hanse Golf Course Design Malvern, PA R/W ·, ' ' ' I ' ' R,(W : 114' R/W 5/' f 63' R(W : i i /0' 32' 9' 9' 44' ,o· : 8' 12' 12' , 12' 12' 12· 8' 5' 4.5: BIKE LAN£ THRU LAN£ THRU LAN£ uf--TH,-'R-U~L~A-N£-+-1H,-'R-U~LA_M_'£-+-TH,-'R~U=L-AM-'£-1--B,-1/K,_'£..:.L_AM--1'£ rn! !J.~'/.-, , o-1 ,..-2% 2% It;;..' ·---i ) __ , __ u ___ J// ____ ~"-"-')L(:):_, ,j/.'._,:~:}l_____ ~://J~"/o L:/L///Zc~/,jZ/oZJ//LL/),/jZJ//L,pT"-., __ j STAMPED CONCRETE PATTERN 6" TYPE C' CURB__,. \...4• PCC & LANDSCAPING EL CAAi/NO REAL & GUTTER SIDEWALK {EX/SllNG) (MOD/RED PRIME ARTERIAL) NOT TO SCALE-REFERENCE ONLY DESIGNED BY: P.K. DATE: JUNE 2022 "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 DATE DATE BENCHMARK 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 1/ENUE BRIDGE OVER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 TYPICAL GREEN DRAINAGE DETAIL GREEN CAVITY WALL o" PERFORATED TRUNK LINE 4" PERFORATED PIPE HERRINGBONE DRAINAGE SYSTEM WITH 12' SPACING BETIVEEN SPURS 4'' PERFORATED PIPE "S~ULE" DRAIN EXTENDED ALONG LOWEST ELEVATIONS EITHER SIDE OF DRAINAGE EXIT\ \ 6" SOLID PIPE OUTfALL TO EXISTING LAKE OR SWALE I ~ ' \ \ / / / ; / / / / / / / Hanse Golf Course Design Malvern, PA TYPICAL BUNKER CROSS SECTION DETAIL TOPSOIL FINAL SHAPE COMPLETED BY HAND 2-3" SAND DEPTH / SODDED SURROUNDS . -' .. :._ ,J,,, :t!. _.rnll''" . , . . ~ COMPACTED SUBGRA,DE 11)11 ~.,~ ""'1111131il! ~ TYPICAL DRAIN TRENCH WITH 4" PERFORATED PIPE AND STONE I-Ianse Golf Course Design Malvern, PA I SH;;T I CITY OF CARLSBAD ~ t----t----+-----------------+----<---+----+----1 v ~ __ E_N_G_IN_E_E_R_IN_G_DE_P_A_R_T_M_EN_T __ ~ L4J l----+----1-----------------+---+---t----t----l DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL CRADINC PLAN FOR: OMNI RESORT GOLF COURSE STREET SECllONS, DETAILS, ABANDONMENT NOTES GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERINGMANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ΔΔ(Δ(Δ11/14/22o' 10' 40' 5 20 SCALE: 1" = 40' NOTE!! __;__/ _-,, /.,. . ~ ,{,,... . ' ;. ' 80' ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. Grau 723.7 ' NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 1223 ' REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying I \ \ \ 8TH TEE , 1013. -~-· ·•' DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 J ' \ ' '\ ~.::: ' --.~--.-~ ,{' { ~ tpense Vegetatipn :Ground Obscured . ' ' ' f 117.8 ' 0 CONSTRUCT NE\J CART PATH,, j,..;<"\i;ii..,,~~ 1 02.8 EXISTING CART PATH 1 ,LP 104.2 HP SEE SHEET 6 "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE DATE Dense Vegetation GroundObse, ' . ' ' ~"1 \., :' / BENCHMARK ' ....., 1758 ' 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 BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 7159 ' j EXIST CART P DATE INITIAL ENGINEER OF WORK LOT 27 'MAP 14543 . 1 '9etation .. , . ...,...... ... . cure¢: \ REVISION DESCRIPTION DATE 1126 I I I INITIAL OTHER APPROVAL 11 14 15 21 22 IN~ SCALE: 1 • = 2000' I I S,ET I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAD/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A Cl TY APPROVAL DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ΔΔΔ(Δ(Δ (Δ11/14/22Q' 10' 5 NOTE!! 40' 20 SCALE: 1" = 40' I • .@MH ) 80' ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. Dense 1-1 ation ndObscured .5 l?.~ NOTE NA,~ -•. ,.,,.x: ·•.., ~-·~ '--""' ~,er '~1-' ; ____,__~ CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,::: \21101 :) (in-1 Rcs~rt. k-1" /refo: 21 :-· (·-\i!\l'G; 21101 PLAJl\c=u,rn~:; PLAl·,j SI-EET:~.\21·10 :~~/'.[: 05 d#g 1--:•s' 21, 2:,2.2 ·1:JL' 0117 , :::· l1JIO-T:Jl'(.1-ro::cT D~f,1C; 2' IUIO-UTL; 2110Li-GP.~.D: 2' U,,-Gl'-3H~T; 21 :, ·3PAC-!\l'-lr\O 784.4 ' REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com f , "9etatiof! Obscured -./ ~nse Vege(atJon 'tfround Obscured i °'>; 152.5 a fa--7-..:~• • a .~ 176.6 ' ' 156.7 ' . . ' ' / 1517: REMOVE EXISTING CART PATH CART PATH I \ # I 7 :7TH TEE I ~~--~ 147.4 i I I I .. ' . ' ' ,( .; ~ i .::. .~ • • \. ..,.,J I'\ \i,,-' I 145.8 H.P. I , \... I I ) ;.,.. 1/ 1/ 143.6 I / 139.8 ' ",, I ,-I I 746.?,. ' , . , BUNKE \..----/ t) """-l • ..._ 67' ... ·~--', fill~ ~ • \ '( ...., \ \°0'\ { -...__,..,,,.-~:::.....:,, . I -_,. L ~ 'i-':--:..:::, _ _..1 ---, ~.L.f:::.::-Civil Engineering Planning Processing Surveying DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 SEE SHEET 7 "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE _,,, 134.I ' LDT 28 AP 14984 :S.3 ;>-; -[\ I ' I ' I ' ,.. i 129.3 ' tr I. ' f..-' I I I I / / -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 BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 DATE ,.. 124.6 O' ---.J -\,, ----' INITIAL / ,..,.. ,..,.. 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RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊◊◊◊Δ Δ (Δ (Δ11/14/22I ~I I I NOTE!! \ \~ \ \ \ 773.6 113.3 '..J< ,,,, ', ,S ' ' I '( I I \ I I ... 714.4 ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. 1115 ©2022 O'Day Consultants, Inc. 7095 r 107.2 I I I -->'"\ I I I I --,.11 I I I I -+\ LDT MAP 1 I \ \ 8 984 "' 0 .t 7026 7TH GREEN \ \ l )' I I I ,. \.. f J 105.6 ·, ~ I I 1,. 1 ), NOTE I I / / JJ£J CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UTlUTlES IN THE HELD PRIOR TO CONSTRUCTlON! • ,-I' ,,_. ' ,-<I" .... :· ~ I I I I ->-1 I I I I < -->'"\ ,,-,.,-· I ; Dense Vegetation \ . .J Ground Obscurep,,-,-J -' I • ' I _J., -----...._ "' I REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODc)Consultcnts.com " ~ ~ '✓ ~~ .i-. __ , \ ''"' -..... \ Civil Engineering Planning Processing Surveying 100 / / 97.4 EXISTING CART PATH DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 SEE SHEET 4 98.4 BUNKER REMOVE EXISTING 8TH TEE 98.6 97.4 97.6 J I I ' ' I I 1 I I I, /' I I ' I I I /, I 1,/ ATER FEATURE, GRADE TO DRAIN / I I -... I ~ I \ 1 9TH TEE \ 97.3 ~-... __ I 100-YEAR INUNDATION LIMITS <EXISTING> / --96.7 "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR 94.3 I I I I k I I I ~/'~ I I ,11 I I I EXISTING{ CART PATH EXISTING CART PATH , ]lA_'~.., 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 BRIDGE 01/ER ENCINITAS CREEK, 185' U>EST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 / DATE CART PATH, REPLACE ',/ITH NE',/ . PATH ON-GRADE / Dense Vegetati~~ Ground Obscu;~ _ I I I I I I I I I . j r LOT 28 MAP 14543 INITIAL 8. PROPOSED> ) / Dense Vegetation Ground Obscured ENGINEER OF WORK REVISION DESCRIPTION ~ I / ,~ I l;c,/ I I I r/ APN / .... ~1};--230-11 : . I . __ .,. .. ..._J IM AP 148Q;3 .-;_-'-"" 4f,-· APN ~ ...... 03-230-10 I ;·J, \-"::! \ ' I ' .. ~ .... I .• . ' ,i' (j:>O ' ,, ---------••.. ,J \ .....-\,...--I I I d o· 10· 40• 5 20 SCALE: 1" = 40' DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 11 14 15 21 22 __,__,___....__-<::::: INDEX MAP SCALE: 1 • = 2000' 80' I S6ET I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAl}/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊ ◊ ◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊Δ(Δ11/14/22I I /Jil i ~ [ o· 10· 40' NOTE!! 5 20 80' SCALE: 1" = 40' ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. ' NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying I' 6TH --' DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~-__ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 I I I ~ I I I s, ~ :--s;: \ 150' X ' "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR ' ~ ' DATE DATE / KER 1 115\ f NKER / -'\~,._ REMOVE EXISTING CART PATH 132_7 ' 128.3 LDT 28 MAP 14984 124.7 FS= 137.0 • j_ 196. .,.,,...._,,._..J-7475 e Veget. · n r. Obscure , ,M ' ' 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 BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK • . 126.4 ' '-REVISION DESCRIPTION 121.7 V.5 \ '1,,t, ,.;, ' ""-. ::.i,. < ·v."?"G\\l LQ)T 4 .A'P 14 43 \ DATE INITIAL OTHER APPROVAL DATE INITIAL Cl TY APPROVAL 9 10 11 15 21 22 ~ INDEX MAP SCALE· 1 • = 2000' I S7TI CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAD/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 V V V V V VΔΔΔ (Δ11/14/22~16.5 " CART PATH, REP~ CE WITH NEW PA !I , , ON,:-,GRAD 1 ~ --...f' --'-/ _\ 0 ' )-BUNKER I I ~ ~ '• . In,,.. . I > I _,, I l,. I y Cl) ~ Cl) ' I 1 I "', I ;:: ..,.JI l \ I " 1 " q. ~ u>_,_ cS'.;, J, ·v. cS':;, regetati IObscu NOTE!! 111.7 '\ '· ' E1£CTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE 1/SED FOR HORIZONTAL OR llf:RllCAL S1/Rllf:Y CONTROL. ©2022 O'Day Consultants, Inc. -I --::1( . 106.7 103.3 ", ' 99.8 ' .I v NOTE CONTRACTOR TO VERIFY TH£ EXACT LOCA llON OF EXISTING UTILITIES IN TH£ AELD PRIOR TO CONSTRUCTION! -, FS=105.2 'EXISTING CART BATH 98.4 ' REVISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 a 760-931-7700 Fox: 760-931-8680 ODo;<::onsultants.com 96.8 94.1 ' 93.4 ' Civil Engineering Planning Processing Surveying SEE SHEET 6 ...., ~ '~-=-<?'/ ) .: \J '\'~ ),~ ~ ./ ... ', ' .... ' .,...,. ") "'I I I I -.,' I I I ' I ..,,-. "'· t 96.6 ' "LDT 28 MAP 14984 "" ' > ' . ...... . , ' 9/5~ -. --' REMOVE EXISTING CART PATH " ' . 93.7 ' 93.8 ' ' ,, "'"._}( BUNKER .. ' \ J .;.,. "''. • • ,-l . ' ,-t I 91.6 ' 9 ' DESIGNED BY: P.K. DAIT: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: ~K=.H~·--JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 ,f , 92.21 89. ' SEE SHEET 9 ~-... "AS BUILT'' KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR l DATE DATE ' 909 INUNDATION LIMITS 93-(EXISTING g. I I I I j,, PROPOSED) I I ~ I /.,.. I I I 907 I I I \ \ \ I \ \ I I I Dense Vegetation Ground Obscured -✓ 92.5 .... _ ------...... .1. ----\ \ 6. BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED "CLSB-017 LS. 6215" LOCATION: NORTH £AST CORNER OF LA COSTA AVENUE BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGl/0 29 \ \ \ ( ...,..,., . ....... ,,...... \ \ , 86.3 \ ' \ ' ' DATE ' \ \ \ \ \ / >,· / \ \ \ INITIAL ENGINEER OF WORK \ \ \ \ \ \ __,. _, I _1 _, , __ .._ 100-YEAR INUNDATION LIMITS (EXISTING 8. PROPOSED) LOT 28 MAP 14543 I Dense Vegetation Ground Obscured Dense Vegetation Ground Obscured DATE o· 10· 5' 20 I I :111 40' SCALE: 1" = 40' INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 9 14 INDEX AIAP SCALE: 1 • = 2000' 80' I SaET I CITY OF CARLSBAD I SH22s I ENGINEERING DEPARTMENT GRADING PLAN FOR: OMNI RESORT GOLF COURSE GRADING GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022 0001 539 4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 V V V V V V V V V V V V V V V V V V V V V V V V◊◊ΔΔ Δ Δ(Δ(Δ (Δ (Δ11/14/22\ L07i 44 AP 543 t ' '. •\ ,.r' ,/1 .... , ~ • _ _.__..,t,,..,, --LOT 4 MAP 14 43 I I ~ OJ 00 Cl I Cl t-r-0 oN N II II ..J _J --g/ 0 • 1, 111/& r (l) 00 N N • -oJ) st. oJ) st \ • a-a---\ \ ) :f ·y·,••" I I . ' .. , \ < \ .\1 \ ... J \ , X,ISTING { ·• CAR P •.,.-, . .,,.. .... ~ \ : L ' 94. JOIN EXIST! 958 CART PATH . .-. ,• i FS=93 PAT f .,,,., .--' 'N'f-_~\-" ~•A·'\ N --\ ' ~ -2·sTH GREEN 1 OS.B • 5TH GREEN H.PT. • !J/2 /05 ' 92.:f SEE SHEET 8 ------89.5 915 ' j· 6TH TEE ~ ' ~ ~~---" ' 0 f -.£: F X F ~~~-c~_--c--c--c~~~~~= ,;i\ I \ ,"'-\ I -,,,\ I I r" I I I I I I I -/053 ,. I -----, -r '1=Y'>t-= I I I I • u------ilt I I I ' 93.7 ' . 0 ';/ '\ -A: , ... ---:::,.. -REMOVE EXISTING CART PATH 92.9 ' LDT 28-MAP 14984 882 I I BUNKER 82.4 ' ' 'b I ,. -1:-~'-J/,/ \ 100-YEAR INUNDATION LIMITS (EXISTING 8. PROPOSED) I \ ....-t--/ . 100.4 • 82.8 --"~'--_/./ SEE SHEET 10 77.5 87.3 REI//SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 DESIGNED BY: ~P-"K,,___ DATE: JUNE 2022 "AS BUILT" NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,_:: \2111_11 :_1 U1T 7 C-'es::1-t_ l_d" :;0_1rs~\1_-ls,'.;Lilf\ ,:_-n~.N\•:;-'i'LII~ ~; PL Al-I ::::t-U:. I ::;\21 ·11_1 :;,:l'.L.: UC• d"'g [\ :•-' :Cl, L:_,LL 11: :':.:am /.rets: :::1-~-A-•~l'-':i---ll; 21·1:.iL1-h'Al'1.;: ::1·c-11J-L.<<JUI: c'·1,y,;-1u1\;-l'U:il J~f1IU: :::··,i1,;-u IL; :Cl1C11J-Gk,",J; :::,·~, ,:,;r,'.A[.:-Af'-Jr\,j 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fa:w:: 760-931-8680 ODc)Consultants.com 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 jl", 89.5 ' / ', ' ), \ \ \ I ,• -,,\ \ \ \ I ~ I I I I ~ I I I I ~ I ( . I , I \ \ \ \ I \ \ \88.9 ' I I I I I I I I I I \ \ \ \ \ \ I \ \ I I 90,7 I I I I \ -./ I I I I 1/ I I EXISTING CART PATH t,.e--, . I \ • 89.5 I I -;,,l I I I I 4 I I I I ~ I I 88:7 ' I INUNDATION LIMITS <EXISTING) INUNDATION LIMITS (PROPOSED) ~ I L---S'I> I ';..J I I STING '> I 1 I I I ,._ I I I I \•-I ro ~56 / <D ' / G~§-=:~~:--°" I I \ \ I ..,,,., \ I I ~ \] ~/4( ___ i ,_ , L:'L---..lll!!l:::W~-, 'f "> INUNDATION 1 / LIMITS <EXISTING 3 l/.l<.AV1 /~ 8. PROPOSED) ~l<"lSTING , Cil'RT PATH -I I I I I l I \ I I \ I ',,/ ATER FEATURE, GRADE TD DRAIN ~~-< y ~ •• \ ----~· \ ~ REMOVE! EXISTING\ ~CART PATH \ ~~ DATE NE',,/ ___ } BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-0I7 LS. 6215' LOCA TlON: NORTH £AST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' IIEST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 DATE INITIAL 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 \ 1·~ • I • < \ I t. I \ ... , • I \,_ i, ;,...r . I I I I I I I \ I I \ \ \ \ \ \ \ \ I I I I .'-. . . 100-YEAR INUNDATION LIMITS <EXISTING 8. PROPOSED) / ~ ):.'OT 28 .,.... -<( ··~·MAP 14543 .. _,._. I I I ' -~1 Dense Veg~.:-:cfn-;-,--858 Ground Obscurfd \ LIMITS <EXISTING 8. PROPOSED) I \ \ ' I I I ill o· 10· 40• 5 20 SCALE: 1" = 40' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL DATE 11 15 21 22 ~ INOEX MAP SCALE: 1 • = 2000' 80' I S9ET I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE G/?Af}/NG GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 5J9-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊Δ Δ Δ (Δ (Δ (Δ11/14/22___, -APN 213-292-09 -. . ,..__.,..,. .. -r-<'~-~ ,/' ~' -( ~ ' ......... A..<. • • • • .,.,_ -, APN 213-292 213-292-) '-<, ·,"" ---~ • , r "\. ·' • '-<...),,, • ~PN 21 -29;¥"·1 ...... ........... NOTE!! ....,.. ,.,. ... ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 o'□ay Consultants, Inc. 'I I I I I ·(3.5 I I 84.3 (),' ·l ··i.-(" I 't .. / OT 109 AP 15161 • f~ I. • ' ~ t'' ·1 • t i I "i ,~ .. ;vr ,..,~ ' • 95.9 I NOTE I I I I CONTRACTOR TO VERIFY TH£ EXACT LOCA llON OF £X/SllNC Ulll/ll£S IN THE FIELD PRIOR TO CONSTRUCllON! I I I I I I I 87.5 88.8 84.5 ' ' J ____ j_ ' ' -f---' '--• I :J._?_j ....i --I I I I / I I I I // I'~ I I, -1{ / --.3 ' I I I -..\ I I I I ->< I / I ! REVISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Corlsbad, California 9201 0 760-931-7700 Fax: 760-931-8680 ODa)Cansultonts.ccm Civil Engineering Plonning Processing Surveying • 80.5 ' 84.7 ' ' ... 76.2 SEE SHEET 9 I I ~ I I ( \ I I \ 76.6 ' I \ I \ I 100-YEAR INUNDATION LIMITS (EXISTING) ., -..,, /J / I ., "!' I I I • I / ~ I I I I ~( I I I -,.J •I I _.,__. __ ~P~R~□!!:!T~E~C'-!T~E~x~rs~Jl:!!IlllN!.lG ____ ,.,:· 1 / 'wATER FEATURE /Ji 'I I i ' I ! I 73.8 ! I I I I I \ I I I I I INUNDATION LIMITS (EXISTING & PROPOSED) -..; I I I I -,.j I I I I -../ I I . . ............ DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 ........... // I I 'ti.. ........... I I 74.8 \ \ \ I. SEE SHEET 11 "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE DATE -.......... ...J! ' ' ' '~ 78, ' NE'w CART PATH I I \ '.A \ I I I ..,,.II I <;: I 11% ..,_ /1 I I I ....i ao/ I I I k-l I I \ 74.6 \ . \ \ REMOVE EXISTING FEMA SPECIAL ZONE I 69.5 ~ i+. NE'w CART I I I I I V I 1 PATH I......._ I / ~.;.I .....;,...:l,-BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 LS. 6215' LOCATION: NORTH EAST CORNER OF LA COSTA A VENUE BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL ELEVATION: 19.580' DATUM: NGVD 29 DATE 100-YEAR INUNDATION LIMITS (EXISTING) INITIAL f ... I I I ; -, .• !~,-~ ~, ,. : . ·. \:" . 100-YEAR INUNDATION I •. LIMITS <EXISTING & ' "-..., PROPOSED) :/ APN 213-201-07 99.4 @'J ,98.2~ Q' 10' 40' 5 20 SCALE: 1" = 40' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 9 10 11 14 15 22 INDEX MAP SCALE: 1 • = 2000' 80' 1 ,oET 1 CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 GRADING PLAN FOR: OMNI RESORT GOLF COURSE GRADING GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-000! 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 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 V V V V V V V V V V V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ΔΔΔ(Δ 11/14/22-..,.., .... 7 , < ----, I') LO I N -N z Q_ <( Jv{, .. ty :' ' • 'l'!..,;·.:,:.'.\•':."·,.., ~J"'~·;i;-4-_,.; , •-;.:., -· : -~ .. ' r~··_, ... •+-C~r J < J l ' ~ LOT 2C· ·--1,. LO LO I N I I') -N z Q_ <( I MAP 15719"' ·' 0 NOTE!! . ...... / /:)-'")-.)-',, ~ ~ <l' ~ \ ~ .. ~ ~ .• ,: ~· \ ~_/ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. ®· r " . ! -~ j ' ' I I ,, ..., I I . .-., -,~e lil',;,.,.,,.,;;,·,=-.......;~I:::: · r·1 93.2 ...,. ~ ' ~ \ .. x ING ; ' ;(", ·. ,='YX' PATH l.-1 ~ ., \\ _;, (' (l\ 0 ,-.: f3 II .J ' 0 0 ci 0 (") II °" • • (l\ (l\ :~ f k\ ;'"'f....,. I I It)• n I _,. !:;? . I.,_,.; \ ( \ \ . /, .... \J~\ \ I , \ \ \ \ . \ \ • I \ ,r \ :t '\ \ \ \ \!,-~ \ \ ' \ , / I /. i ',\ EXISTit,-JG CART;f'ATH 72.9 t. CART·, TH \ I / I /v..1..--JI./ ) 1/ / 77.9 73 ___ _ FEMA SPECIAL ZONE \ ' l LOT 42 \ MAP 14543 r'" @I '';,-NE\,/ CART 1 PATH I I 1 LDT 28 MAP 14984 r--\ \ ~ ':i,_ ~ i~ 7 ~ . • .., 113. ' ,, , l,, • t \ REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying 71.3 I I I I I I I I I .,.,..--......_ I ,-\___ I I ,, I I I I I • I I 69.3 ,, ,.-EXISTING 67.3 -,.,' I I I I ,,.J I -,._/ / I I / / \.,/ --',------.-----1 INUNDATI□N LIMITS r <PR□P □SED> ,/4-.µ,.__ vu.v ,-I 67.1 / I / I / I 100-YEAR INUNDATI□N LIMITS <EXISTING 8. PR□P□SED> / -..: / I / I I I I I -,.J \ 64.3 I \ ' I ----'-~-70:.........l.-I r \ I / ...1.r.c_:--:~~ SEE SHEET 12 DESIGNED BY: P.K. DATE: JUNE 2022 "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 BENCHMARK I I I I "' 100-YEAR It/lUNDATI□ N LIIMITS ,~R□P □SED) 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' U>EST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 REM□VE 1 EXISTING / ..-CART j\ \PATH < \ DATE INITIAL ENGINEER OF WORK I NE\,/ <EXISTING 8. ~--"-PR□P□SED> ' /) // // // II " \ REVISION DESCRIPTION "-"-' , ) ( .r " / • • "-"-/ 867 "-Dense DATE · und "-I I I d o' 10' 40' 5 20 SCALE: 1" = 40' INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 9 10 11 15 22 INDEX UAP SCALE: 1 • = 2000' 80' I S,,T I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRAl}/NG GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. 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CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com ©2022 O'Day Consultants, Inc. -r-, •,j, ·1 ;' 13.31 J I Civil Engineering Planning Processing Surveying DESIGNED BY: P.K. DATE: JUNE 2022 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 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: NGVD 29 ' DATE INITIAL ENGINEER OF WORK 74.2 I 73.z\ 1@,,f-• 73.6 ®..t! -------------REVISION DESCRIPTION 9 10 11 15 22 INDEX UAP SCALE: 1 • = 2000' I I I d o' 10' 40' 5 20 80' SCALE: 1" = 40' I 12TI CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRA/)/NG GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. 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SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 SEE SHEET 12 ·G --SEE SHEET 14 ,. AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: INSPECTOR < PN ,215-220-02 i ; ,1 70.9 INUNDATION LIMITS (EXISTING 8. --..__p~__,.□j□SjD~)-=====~fitO~;~~~r~-::---...,,___ DATE DATE BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5' DISC STAMPED 'CLSB-017 LS. 6215' LOCATION: NORTH £AST CORNER OF LA COSTA A l/£NU£ BRIDGE 01/ER ENCINITAS CREEK, 185' ~ST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 DATE 73.6 •' 593 ' Q APN 215-220-05 INITIAL " ' ' -.........~ :~ , 'c ,' '--C,-,::::""-.\ 8l3 APN 215-22~6-.., I .I I r-r·. 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RVWD BY: SUP 2022-0001 5J9-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 V V V V V V V V V V V V V V V V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊ ◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊11/14/22A 215-11 -63 ~215-110-64 NOTE: APN 215-110-33 (N 8'26'29'E <N MAP 5434 N 8"52'42 39,3 9"02' 48'E 39,3 APN 215-110-65 ' r ,x· ' 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 WliENEVER LWO FACILITIES ARE ACCESSED OR ADJUSTED. ' ' " <; 44.3 REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNG UTlUTlES IN THE HELD PRIOR TO CONSTRUCT!ON! PIA,l·,I\c,:;,;,r1I~~; PIAl·,J SI-FFT~.\71"11"1 :~:;,,c,: 14rlwn -,,· )1, :::-:-c; ·I1:~-i":-n1°1 ::C"C-I0-LA<JUl 2'E"'>rnr,c:-rG•ST ~'~H1J; 2' l~•liJ-U-:...IL; :::IIc10-GF,",~1; .21 :, ·3PAC-Al'-lr\O 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com --... ) ,' .. ,;,., <:,1 I 52.8 / . ' BUNKER \ ' . ~ .., I .., -~ • 48.4 I I I I () KER c, X ~ 42.7 l( ...... __ _ / / ,,,,.---43.5 <EXISTING 8. PROPOSED) t ! FS=46.9 -, ~ ( ' . ,.,...... , • l ~ ' r . . ~ .. I f" · RD TEE -"--------2ND GREEN 50.6 DESIGNED BY: P.K. DATE: JUNE 2022 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 SEE SHEET 13 J~ ;:~-7 ~ V AP . \~ 516 /// \ \ \"" EXISTING BRIDGE . 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'f--~ I -..,I f/50.1', /. 41,.--,,._ ' "',.,-_,., __ .,,, -\A' •~LIiii-~L.a.L..\ ,,__li..,__;J/~ I BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5" DISC STAMPED "CLSB-017 LS. 6215" LOCATION: 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: NGVD 29 DATE INITIAL , llo/. ,. . , t ~ ' ' . . ' 1 ' j. ENGINEER OF WORK REVISION DESCRIPTION INSPECTOR DATE 56.7 I ,, • I l 577 I ', 1 ,,, ) '! i/2 1 -l •• 52.2 o· 10· 5 DATE INITIAL OTHER APPROVAL 20 I I I I 40' SCALE: 1" = 40' DATE INITIAL Cl TY APPROVAL 9 11 15 22 INDEX MAP SCALE: 1 • = 2000' 80' I 5/4T I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAD/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊11/14/22) ~ • ,._.• A • . APN \ 216j:"600-05 t NOTE!! • \ . > t . j ' ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL. ©2022 O'Day Consultants, Inc. SEE SHEET 14 43.9 ' ......... LIMITS <PROPOSED) u ......... ......... ......... . \ ......... ......... ......... } , ~ ......... 406 '. ' APN e ~ ... NOTE 215-120-35 42.3 .?, O' I I I ' ' ' ' I 1/ I ,42.5 I I I I ~ I UNKER ' I r\ '/ ' -✓ '--'\ .... I . ! <:i:: 1-412 -..I I I I I ' 100-YEAR INUNDATI□N LIMITS <EXISTING 8. PROPOSED) R£11/S£D: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com 41.3 ' Civil Engineering Planning Processing Surveying ·( ) I I 40.2 • ---......... 41.~ ' ......... ......... I LDT 1 MAP 14984 ' ' ......... ......... .,r v-;.\ ......... -" ~ i ......... ......... 42.6 ' < r 43.7 ' ......... ......... , 40.1 ?i ': ~' ' LIMITS <EXISTING 8. PROPOSED) c__./ I) 405 -~ I I 37.£ /' • ...... , ,, ' I I I I I~ ~ I I I I ,i... i38.$ 'I I I ,..,.. I I I ·1~ --3 LIMITS (PROPOSED) / / 36.4 ,--1 "' 1.,/ I I I ~~ j SEE SHEET 16 DESIGNED BY: P.K. DATE: JUNE 2022 "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 DATE DATE 412 • . , I J' ' ' ~ ' ' . 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MAP 6941 INITIAL ~ ,, ~✓• ENGINEER OF WORK REVISION DESCRIPTION Ew' PATH ' ' . :, 215-220-22 DATE I I I I o· 10· 40• 5 20 SCALE: 1" = 40' INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 9 10 11 15 22 INDEX UAP SCALE· 1 • = 2000' 80' I s,sl CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAl}/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 V V V V◊◊◊◊◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊◊◊◊◊◊◊◊◊Δ(Δ11/14/22\ \ \ \ --\--NOTE!! \ \ \ \ \ \ \ \ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. \ ©2022 O'Day Consultants, Inc. \ \ \ \ \ NOTE \ \ \ MAP 14984 LOT 26 CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISllNG UTlUTlES IN THE HELD PRIOR TO CONSTRUCllON! ' ~ '4 .. c 1"-\..0,' ~' • @r• .1 * L _, : f 216-600-03 ,4 , __ ....:;::,._• REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Cansultants.com Civil Engineering Planning Processing Surveying I ~~ I I I J• ,, . '·>-. I . . I ! ! . I I I I I I ./ . .. ' (,') I I I I LIMITS (EXISTING 8, / PROPOSED) I I "'; I I I I I SEE SHEET 15 EXISTING BRIDGE PROTECT IN PLACE ' LDT 1 MAP 14984 -I I EE,N-.,,\"' ',,:,;, !--.-:_,.,/ PROTECT IN \ 1 { lb ✓.,,~----1\f) FS=34.5 ,_,_---..__ I I I I I .. I I I ' \ \ ,/ CART PATH, REPLACE AT GRADE ~ <(, • -* ~)~ ··•,,,PROTECT IN PLACE I I FS=28.1, ~ / . ·""-I I:.:_ -. /' ·~. '>.j , "-__.__ ---,;:;;N~21~232-16 "" . . . I , ~-----, 1 _I ~ ~.-. ".i,-J.: r.f_,., ) L::::.f't ;t , I ... . '(J f i :('l). :(3: -. ~~,_ .. -, .c <::----t---~-=_,,' ~ WI , __ DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 . ---..::::~+ ----l... SEE SHEET 17 "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR 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 BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK ' I .II I I I I I / .. -... ~ 'i "' " j • >' ,, . . ... r ,.J , 1S1" V, yet ftb,_ J. ·'W, · :11 ~ j .,~ • ~rr;ff t ::;;.p~ 1,/ 'I> 1:: If. 'of . II :\4 t, ,•~ . 'J .. -;J:~ 11f J. / J. I I. /, r-t' f(, :~ 7 /', :·,; -:;-12 I j 26 I I '7:-. ' < . I -..., o' 10' 40' 5 20 SCALE: 1" = 40' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL 80' 9 10 11 15 22 INDEX MAP SCALE: f • = 2000' I sf6T I CITY OF CARLSBAD Lill 2 ENGINEERING DEPARTMENT GRADING PLAN FOR: OMNI RESORT GOLF COURSE GRADING GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 5J9-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 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(ΔΔ 11/14/22• 0 --\~ '74 • 0 .. ,...,. . , . ~~ • • -,--.rr<· -\ -', ' «2' • • /• '1 ----,---\ ~=--==-i::::.:--~-',.Y ' ' ' ' ' \ f -' ~ I \ I I I I --"' \ r--BU Nl<ER \"'-<!:// 1 225 ,P \ I --\ / r-"\ I \ ® \ I ,"-. \ \ ' . 100-YEAR INUNDATION l I ;f • • AP'\.J-4 84 T 8 APN 216-590-20 ' :.::r:: >l< ,--r ) V I I I I I \ I I I \ \ • \ \ r / I r \ -✓ • NOTE: THE PROJECT CONTRACTOR WILL ENSURE THE LEUCADIA WAS1EWA1ER DISTRICT STAFF HAS ACCESS TO ALL LWD EASEMENTS AT ALL TIMES IN CASE OF EMERGENCY. THE LEUCADIA WASTEWA1ER DISTRICT INSPECTOR WILL BE PRESENT WHENEVER LWD FACILITIES ARE ACCESSED OR ADJUSTED. \ LIMITS (EXISTING 8. \ \ PROPOSED) LDT 1 MAP 14984 L. I. 7 187 • • R£11/S£D: OCTOBER 21, 2022 PREPARED: SEPTEMBER I, 2022 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNG UTlUTlES IN THE HELD PRIOR TO CONSTRUCTlON! Civil Engineering Planning Processing Surveying CART PATH ' CART PATH • DESIGNED BY: ~P-"K,,___ DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 211010 ENGINEER OF WORK: DATE: 120.o· I I \ t I I "AS BUILT" KEITH W. HANSEN RCE 60223 EXP. REVIEWED BY: ©2022 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com KEITH W. HANSEN RCE: 60223 INSPECTOR ,_::\2111)1:)UITl f,:es~r-t. l~d"_ :;0_1rs~\1~+:Au11\(:-nAN\,:;-'f'LI_I~~; PLAt-1 ::;1-1:.1:.1::;\21·11_1 :;,:,o,L: 1 i,dwg -,c 21, LIJLC L'::.:2p177 /.rets: C:l'v-A-•~l·-::.,---ll; 211:J1~1-l>/Al·1~: c:l'CIIJ-LA·JUI: c''l•f,;-IUl\;-l'U:il J~f1IU: :::··,~,71)-L' IL; :C:I1C11J-Gk,",J; :::1·~, ,:.;r,'.Al_;-;q._Jr\U DATE DATE • I I I "" I I I I . :, •r I, j\ . \<.. I I I r I I I I ,i.... I I / I I ,~ 0· J' • 1. T ... :--.. . ,,,., I • -~ I > I J I I • • , EX 10• 't. 1 , ":. ~ • ACP WATER MAP 6941 APN 215-231-12 BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5" DISC STAMPED 'CLSB-017 LS. 6215' LOCATION: NORTH £AST CORNER OF LA COSTA A 1/ENUE BR/OGE 01/ER ENCINITAS CREEK, 185' IIEST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK C • \ • \. A ,, I "(:' ,-{., ( )" ' " < \ ' APN 215-231-13 REVISION DESCRIPTION DATE I I I ill o· 10· 40• 5 20 SCALE: 1" = 40' INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 11 15 22 INDEX MAP SCAJ..£: 1. = 2000' 80' I sf7T I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRA[)/NG GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 5J9-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 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 V V V V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ΔΔ(Δ(Δ11/14/22I 10' I 5 20 S ii.LE: 1' = 40' ~ 3'E ) / 8 t' ( \ ' " 1 ' ( . ' ~ , 5l2 ~,(1 \-" I ~ , ' '<:.;.::.: ... ~ ; , * I ' { ..,_ ®, -® \__,., -. ;c PER D'w'G 808-1 , -j ~:/ ._c_:9./ NOTE: THE PROJECT CONTRACTOR WILL ENSURE THE LEUCADIA WASTEWATER DISTRICT STAFF HAS ACCESS TO ALL LWD EASEMENTS AT ALL TIMES IN CASE OF EMERGENCY. THE LEUCADIA WASTEWATER DISTRICT INSPECTOR WILL BE PRESENT WlfENEVER LWD FACILITIES 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. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ,:::\2111)1:)_0n-1_ Rcs~rt. k-1~ ::ci.1rs:$-R,'.;[1lf\(:· PLAJI\G=u,D_IW; PLAl·-1 SI-EE_TS\21-10 :~~/'.[: 1'3.dwg -,, 21, 2Cl.22 ·12::::Spm /.rets . .Cl v•A-U·-::,---ll, 111:JL1-h'Al·1~; c:··c11J-LA<JUI; c'·1,f,;-IUl'•:.;-1·1J:il J~f1IU; :::· '~·1U-L' IL; :C:11C11J-G~i',J; :C:1 ~' i.;r,'.Al_;-;q-_Jr\U REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 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: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. __ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 I • 21.7 l7 PR□TECT IN PLACE \ I I -r------'---J 19.4 1, LIMITS <EXISTING & PR□ P□SED) LDT 1 I \ 787 \ \ \ < 10• ACP WATER . 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' . -~ 25.9 /, 22 ' l ' ' ' ' . 0 INOEX MAP SCALE: 1 • = 2000' I 5/8T I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRADING GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL RVWD BY: SUP 2022-0001 5J9-4A Cl TY APPROVAL DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 V V V V V V V V V V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊ ◊ ◊11/14/22I 10' 40' 5 20 80' ~E: 1" = 40' (; 284 I . ' -~:;ti-•. ' ............ ~ ... '\ -i '.,.. >"-'--<_,.J✓ '/SllNG /RR METER W/ 84CK-FlOW 25.9 --23.5 L_ NOTE: THE PROJECT CONTRACTOR WILL ENSURE THE LEUCADIA WASTEWATER DISTRICT STAFF HAS ACCESS TO ALL LWD EASEMENTS AT ALL TIMES IN CASE OF EMERGENCY. THE LEUCADIA WASTEWATER DISTRICT INSPECTOR WILL BE PRESENT WHENEVER LWD FACILITIES ARE ACCESSED OR ADJUSTED. ,,· -0 -rv ?< REII/SED: OCTOBER 21, 2022 PR£PAR£0: SEPTEMBER 1, 2022 NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com Civil Engineering Planning Processing Surveying 26.2 r--. , __ , .. ,;/~' 25.3 ,. ' , 25.6 MAP, 867 ---. ---100-YEAR INUNDATION LIMITS <EXISTING 8. PROPOSED) ~;<' -J '-___ _ , __ I I I ,t.... I --w-17.6 D SEE SHEET 22 DESIGNED BY: P.K. DATE: JUNE 2022 "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 '-------29.4 25.1 APN 215-231-63 APN 215-231-71 23.8 23.8 ----w-0 22.3 I ,Ss BENCHMARK I I I ,.... I DESCRIPTION: CITY OF CARLSBAD POINT 11, B£/NG 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: NGVD 29 DATE INITIAL ENGINEER OF WORK --w-\ 16.8 ' ),, ' ' REVISION DESCRIPTION . ,. 9 10 11 15 22 INDEX MAP SCALE: 1 • = 2000' I 5/9T I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRAl}/NC GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 5J9-4A OTHER APPROVAL Cl TY APPROVAL DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 V V V V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊ΔΔΔΔΔ(Δ(Δ(Δ(Δ(Δ11/14/22226 ( 76'01'37'\J 69.24') ~l-+-f!!L75"59'03'1J 69.20' WA"':IIG· JIETERry@_feii=~ W/BACK-FlOW ' 19.6 I I I I ll<.k, fl '· ,IJ l r----:--., 18 TEE I ~ -I C\j _____ , ~ ~ ti) ~4 NOTE!! 76.5 76.4 ' ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. 76.6 ,I "./ 79.8 78.5 j -l ....., l .,,:; " r . r _,,f -l 77.6 ' / r ..,. NOTE CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! W--.. 22"48'36' R=95.00' L=37,82') 22"48'36' R=95,00' L=37,82' 77.4 76.3 75.7 ' 77.5 I I 17.6 ' I I I I., I I , __ / RE'IISED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa}Consultants.com Civil Engineering Planning Processing Surveying I --o· 10· 40' 5 20 SCALE: 1" = 40' DESIGNED BY: P.K. DATE: JUNE 2022 "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 80' DATE DATE BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, BEING A 2.5" DISC STAMPED "CLSB-017 LS. 6215" LOCATION: NORTH EAST CORNER OF LA COSTA A 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 28 ~--N 88"08'40'\J 243,36') -..... ,:;.;~-__ N 88'09'04'\J 243,32' ---DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 9 10 11 22 --------INDEX MAP SCALE: 1 • = 2000' l20TI CITY OF CARLSBAD I SH225 I ENGINEERING DEPARTMENT CRAOINC PLAN FOR: OMNI RESORT GOLF COURSE CRAO/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL RVWD BY: SUP 2022-0001 539-4A Cl TY APPROVAL DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 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 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◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊11/14/22APN 216-590-01 !$; . " 42,8 ~ { ., ,. \ -'--~,_;..; -~-~~....cJ>d:._.l!..Cl..U.J> -·1,, (S'. ~ _./,:'! ;:" /'2,: ' ~;>o:i I'>. -22.8 ---------. 74.2 NOTE!! NOTE 'j,-; > / / ,)l4 I ,. ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllUllES IN THE HELD PRIOR TO CONSTRUCllON! ©2022 O'Day Consultants, Inc. ., , I I I I I • 38.3 I I ~,....--.f.-..._1 D'JG 422-6H I , ' 8' PVC 'JATER PER D'JG 422-6H I I / ,/ ,t ,i / /. • .2 ~: / 'ii.' ;/·, _/·} . ~->./ / I • ~'--,/./ I !I; r-~-."\. ' , ' !.! ; !' ,, ·~ . --· • 18.6 ' I ) I I 18.2 REII/SED: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com I 14.7 Civil Engineering Planning Processing Surveying 75. / 76. 7 ·~ • J11.5: I I .• I 12.5 ✓ ' /. / / / / / / / / -'-----" DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~. _ JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 EXISTING BRIDGE , uPROTECT IN PLACE 12.2 •. / I I 12.3 \ 12.1 PROTECT IN PLACE 14.6 I I ® ~ I· I I 1/ I 1 ( I r 11.3 13.3 10.4 PROTECT IN PLACE •• 11.7 • PROTECT IN PLACE • ' ·~ <, • • "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE 11.5 716 • 13.2 12.4 13.4 • " n ~ LDT 1 MAP 1498 13.7 12.6 15.8 14.2 13.3 • BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 11, B£/NG A 2.5" DISC STAMPED "CLSB-017 LS. 6215" LOCA TlON: NORTH £AST CORNER OF LA COSTA A !/£NU£ BRIDGE 01/ER ENCINITAS CREEK, 185' UfST OF EL CAMINO REAL. ELEVATION: 19.580' DA TUM: NGVD 29 12.2 18.3 15.4 16.3 14.2 DATE INITIAL ENGINEER OF WORK ' 12.1 .. \ \ 14.8 \/-::-1 1\ \ 13.2 \ '\ \ " \ 14.7 '-' '-. !] , --'-·-.--,. ·-·----·---__.. .. \ . __.,---__,. ---\---\ \ 73.6 16.6 78.5 76.3 ' 15.4 ' REVISION DESCRIPTION \ \ \ \ \ \ ~ .· , r "•. ,. J > r " ' ,' '. ,: ~ r• r' ' " . . I , -: I l, , ., --$> _J o' 1 o' 40' 5 20 SCALE: 1" = 40' DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 80' 9 10 11 15 22 INDEX MAP SCALE: 1' = 2000' I 52/I CITY OF CARLSBAD Lill 2 ENGINEERING DEPARTMENT GRADING PLAN FOR· OMNI RESORT GOLF COURSE GRAl}/NC GR2022-00J8 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 5J9-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022 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 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 V V V V◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊◊11/14/22I ·-. --_,..-JOIN E IsfING 77.5 CART PATH _,j_ ____ '_J_ l--. ------------1 1i • FS=13. --.--------J~ I /~---·--~€ 75.4 76.7 • I "/ / \ \ ) \ \ \ 21.9 \ \ 74.4 \ \ NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2022 O'Day Consultants, Inc. 77.4-77.5 \ \ .. \ NOTE \ \ \74.3 \ \ ,. / I \ \ / I I \ 725 \ \ .J CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UTlUTlES IN THE HELD PRIOR TO CONSTRUCTlON! / / ,,..-. ---· \ \ \ \ \ \ \ "( 77.6 \ \ 78.4 R£11/S£D: OCTOBER 21, 2022 PREPARED: SEPTEMBER 1, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODa)Consultants.com 13.6 Civil Engineering Planning Processing Surveying I / .-· I _, ... / EXISTING BRIDGE PROTECT IN PLACE I I 13.5 I ,.--16.7 / I 723 14.2 74.6 11.6 I / . 14.6 . ..,_ . ,{ 15.5 DESIGNED BY: P.K. DATE: JUNE 2022 DRAWN BY: P.K. SCALE: AS SHOWN PROJECT MGR.: _K~.H~-__ JOB NO.: 211010 ENGINEER OF WORK: DATE: 15.6 73.3 KEITH W. HANSEN RCE: 60223 I I 78.3 -/ ' '. ' • , 19.2 'r { f / 'f _,,-, . ...,,..-,..,. "T,' _. J /,,",~ r \ ' f ·."\-\.· ,,._,...i-' A Dense Vegetationi : Ground Obscured ' ' ' 1' "'" ' 74.8 77.7 ,------·----4-' _/ 76.9 .4 ' 16.2 r / > 14.S 14.4 f • l / 75.8 r · .. .,.,. . ......, , ! r . De,nse Vegetation;. Grouf}d Obscured. i .I 1 ,., • "AS BUILT" BENCHMARK KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE 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 1/ENUE BRIDGE 01/ER ENCINITAS CREEK, 185' U>EST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NGVD 29 ' .....,...,. ·~,) 15.8 16.8 ' -. 17.2 ' DATE INITIAL ENGINEER OF WORK 76.6 14.6 15.7 ' 16.7 \ 15.4 REVISION DESCRIPTION . . . ,,..-D.E 611 ( -1 . 11.2 / 4,,~~.vV"v-' 1 ' ).: _--< ~ ( > • ! ' ----:_.,7'.' > • o' 10' 5 20 ' 1 40' SCALE: 1" = 40' DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL 9 10 11 14 15 22 INDEX MAP SCALE: , • = 2000' 80' l22TI CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 2 CRADINC PLAN FOR: OMNI RESORT GOLF COURSE GRAl}/NC GR2022-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE CHKD BY: PROJECT NO. DRAWING NO. RVWD BY: SUP 2022-0001 539-4A DocuSign Envelope ID: 2739323C-89D6-4D9C-BC06-4FE1E3C8C26212/6/2022