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HomeMy WebLinkAboutDWG 539-4B; SUP 2022-0001; OMNI RESORT GOLF COURSE; 01-0512/31/2024 06/30/23 7/5/2023 CLINT GULICK DIRECTOR OF SPECIAL PROJECTS 07/06/2023 7/11/2023 6/30/2024 7/12/2023 6/30/2024 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COO£) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PRfl10USL Y APPRO'IEO BY TH£ 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 TH£ CARLSBAD MUNICIPAL COO£, 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 TH£ OE'IELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTlON OF ERRORS ANO OMISSIONS DISCO'IERED DURING CONSTRUCTlON. ALL PLAN REVISIONS SHALL 8£ PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/RCA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£ RLED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERMITTEE's POLICY IN TH£ MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HA 'IE A RA TlNG OF JI-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATlNG GUIDE 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA 'IE BEEN OBTAINED FROM TH£ CITY ANO OTHER APPROPRIA TE A GENC/£S. 6. REVISION OF THESE PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPRO'IEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DATE OF TH£ IMPRO'IEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTlL TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MAD£ TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK. ON TH£ APPROPRIATE SHEET OF TH£ PLANS ANO TH£ 11Tl£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY TH£ CITY. II. ACCESS FOR RR£ ANO OTHER EMERGENCY 'IEHICLES SHALL BE MAINTAINED TO TH£ PROJECT SITE AT ALL TlMES DURING CONSTRUCTlON. 12 WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CUR'IES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ RELO OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPL£110N OF RELD TESTS. 13. A SOILS COMPACTlON REPORT AND COMPLIANCE 'IERIRCATlON REGARDING ADHERENCE TO RECOMMENDATIONS OUTl!NEO IN THE SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DON£ UNDER TH£ DIRECTlON OF A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ RELD OF APPLIED SOILS MECHANICS. ALL RLL OR FUTURE RLL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIRCATIONS AND TH£ "EARTHWORK SPEC/RCA TIONS" ATTACHED TO TH£ PRELIMINARY SOILS IN'IESTIGA TION. DAILY RELO COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL 8£ HELD AT TH£ SITE PRIOR TO TH£ BEGINNING OF WORK ANO SHALL BE A TTENOED BY ALL REPRESENTA Tl'IES RESPONSIBLE FOR CONSTRUCTlON. INSPECTION. SUPERVISION. TESTlNG AND ALL OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR WILL 8£ CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A DATE ANO TIM£ FOR TH£ PRECONSTRUCTION MEETING. APPRO'IED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT TH£ MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8£ MAD£ BY CALLING TH£ £NG/NEERING 24-HOUR INSPECTlON REQUEST LIN£ AT f160!4.JB-.J891. INSPECTION REQUEST MUST 8£ RECEl'IED PRIOR TO 2· 00 P.M. ON TH£ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MAD£ TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MAD£ AFTER 2·00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DA YS LA TER. 16. TH£ OWNER ANO/OR APPLICANT THROUGH TH£ DEi/ELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS' AND REGULATIONS. 11. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAD£ OF WORKER PROTECTlON FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCA VA 110N OF SUCH TRENCH OR TRENCHES OR OUR/NC TH£ PIPE INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES R'IE FEET (5') OR MOR£ IN DEPTH ANO APPRO'IED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO £XCAVAT10N. IF THE PLAN VARIES FROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTlON SAFETY ORDERS. 11Tl£ 8 CALIFORNIA AOMINISTRA Tl'IE COO£, TH£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATlON PERMIT MUST 8£ SUBMITTED TO TH£ IN SPEC TOR PRIOR TO EXCA VA 110N. 18. NO BLASTlNG SHALL 8£ PERFORMED UNTIL A VALID BLASTlNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLAST/NC OPERA TlONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCO'IERED WITHIN ANY WORK AREA DURING CONSTRUCTlON. OPERA TlONS WILL CEASE IMMEDIATELY. AND TH£ PERM/TT££ WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTlL TH£ PERMITTEE HAS RECEl'IED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATlONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TH£ £NG/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERA 110N. 22 IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPRO'IEO BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. 23. BRUSH SHALL 8£ REMO'IEO ONLY WITHIN TH£ AREA TO BE GRADED. NO TREES AR£ TO 8£ REMO 'IEO UNLESS SPEC/RCA LL Y NO TEO ON TH£ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA'IE A MINIMUM ON£ PERCENT SLOP£ 25. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPRO'IEO SWPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPRO'IEO BY TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A RN/SH GRAD£ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMO'IEO ANO DISPOSED OF AT A SITE APPRO'IEO OF BY TH£ CITY £NC/NEER. 27. ALL SLOPES SHALL 8£ IRRICA TEO, STABILIZED, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN (10) DAYS OF TH£ TlME WHEN EACH SLOP£ IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APP RO 'IEO GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 5.J9-4L, ANO/OR AS DIRECTED BY THE CITY £NC/NEER OR CITY PLANNER. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATlON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. .JO. WHERE AN EX/SllNG PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE GRADING OPERA 110N. IT SHALL 8£ REMO'IEO WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCA 110N OF UTILITY STRUCTURES AND FAC/L/TlES SHOWN ON THE CONSTRUCTlON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITlES OR STRUCTURES NOT SHOWN OR IN A LOCATlON DIFFERENT FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAK£ DUE PRECAUTIONARY MEASURES TO PROTECT THE UllLITIES SHOWN ON THE PLANS AND ANY OTHER EX/SllNG FAC/L/TlES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EX/SllNG FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUfflCIENTl 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. TH£ CONTRACTOR SHALL NOTlFY AFFECTED UllLITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTlNG GRADING NEAR THEIR FAC/LlllES ANO SHALL COORDINATE 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) 411-734.J (619) 237-2787 (BOO) 221-2600 (611) 262-1122 {760} 434-2980 (760) 438-2722 (760) 753-0155 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER. AND/OR GEOLOGIST TO G/'IE TECHNICAL ADVICE, OBSER'IE ANO CONTROL TH£ WORK IN PROGRESS /15. 16.120 A.BJ CARLSBAD MUNICIPAL COO£ 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 (I) FINAL 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 ANO THE APPRO'IEO PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUil T GRADING PLAN. (.J) REPORT FROM THE SOILS ENGINEER. WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSl'IE QUALITY OF TH£ SOIL, AND SUMMARIES OF FIELD 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 ON£ (I) >t'AR AFTER TH£ CITY ENG/NEER's APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ 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 ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDEO TO TH£ SATISFACTION OF THE CITY ENGINEER. DECLARATION OF RESPONSIBLE CHARGE CSlfECT ,,w I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HA 'IE EXERCISED RESPONSIBLE CHARGE O'IER THE DESIGN OF THE PROJECT AS OERNEO IN SECTlON 670.J 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/RCATlONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY__..--. RESPONSIBILITIES FOR PROJECT DESIGN. ofESSt ODAY CONSULTANTS, INC. 2710 LOKER A VENUE WEST, SUITE 100 "' ~ CARLSBAD, CALIFORNIA 92010-7.JI 7 !'.! z (760) 931-7700 ffi 8 / _d ;/ o< NO. 60223 * ~ fr#.r-4-n, TE: u" : ---CIV\\. ~A,'t- KEITH HANSEN OF CALl~CJO'~ R.C.£ NO. 6022.J EXP.: ___ _ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DERNEO IN SECTlON 670.J OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/RCATlONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OR!E2 ENGINEERING. 9750 MIRAMAR ROAD, SUITE .J/0, SAN DIEGO, CA. 92126 Ll~a a DATE.· __ _ DONALD R. OR/£, S.£ NO. 38.38 EXP.: ____ _ SOILS ENGINEER's CERT/FICA TE I, ANDREW T. SHOASHEKAN. A REG/STEREO CIVIL ENC/NEER OF THE STATE 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 0/RECTlON ON MARCH 15. 2021. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS ST/JOY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH. omc£ OF THE CITY ENGINEER. '?<,-Of ESS / 0,1t ;) '+-i. SHOAs,r, '1( 0' ,.,. 4: ~ ~ .::t' ~ ('.;"} "' -"' ~ ~ PE 93940 !;} * * DATE.· SIGNED: P. £ M . 93940, REVISED: FEBRUARY 16, 202.J PREPARED: OCTOBER 12, 2022 J''-1°): C/V\\. f/;-%-'t------- < or CALl'G LICENSE EXP/RA 110N DA TE.· 9/30/2024 NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL. ©2023 O'Day Consultants, Inc. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EX/SllNG UT/UT/ES IN THE FIELD PRIOR TO CONSTRUCllON! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODo)Consultonts.com Civil Engineering Planning Processing Surve~ng DESIGNED BY: ~P.,_,_.K,,_. __ DATE: JUNE 2022 DRAWN BY: _ _JPc...J,K:,,_. __ SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 211010 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID SMALLWOOD AT (760) 9.Jl-7525 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL TIMES DURING TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CON'IENIENT LOCATIONS TO FAC!LITA TE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. 3. FOR PROJECTS CO'IEREO BY STATE SWPPP/WOID, IN ACCORDANCE WITH THE CONSTRUCTlON ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIREO Sl'tPPP PRACT/TlONER (QSP) SHALL UPOA TE ANO MAINTAIN THE WATER POLLUTlON CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED l'tPC PLAN AND UPDATED SWPPP SHALL 8£ KEPT AT THE PROJECT SITE ANO MAOE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP's BEYOND THE ORIGINAL APPRO'IEO SWPPP SHALL 8£ PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTlC/PA TEO. THE QSP SHALL REPORT BMP 0£RC/£NC/£S TO TH£ CITY INSPECTOR. TH£ QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR's QUALIRED SWPPP DEVELOPER ANO THE CITY INSPECTOR REGARDING ANY S/GNIRCANT CHANGES TO BMP DEPLOYMENT. 4. TH£ 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 AND/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING OPERA TlONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTlONS TO PRE'IENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPRO'IEO Sl'tPPP ANO/OR EROSION CONTROL PLAN SHALL 8£ INCORPORATED HEREON. 8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTl'IE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING OA Y WHEN THE FIVE(5) OA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA 'IEL BAGS SHALL BE BURLAP TYPE WITH .J/4 INCH MINIMUM AGGREGATE. II. SHOULD GERM/NA 110N OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFECTlVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.J OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT CONSERVATlON. STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTlNG ANO /RR/GA 110N SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTlON 212 OF TH£ STANDARD SPEC/RCATlONS AND TH£ FOLL OWING.· A. HYOROSEEOEO SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:/ (HORIZONTAL TO VERTlCAL) OR STEEPER WHEN THEY AR£· o. THREE FEET OR MORE IN HEIGHT ANO 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' o. NOT SCHEDULED FOR IMPRO'IEMENTS (CONSTRUCTlON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. /DENT/RED BY THE PARKS ANO RECREATlON DIRECTOR AS HIGHLY VISIBLE TO TH£ PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTlFIEO BY THE CITY ENC/NEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYOROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT AR£ GRADED 6:1 OR STEEPER AND THAT ARE o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CON'IENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO'IERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CON'IENTlONAL SYSTEM OF LOW PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6.· I SHALL 8£ /RR/GA TED AS APPRO'IEO BY THE CITY £NC/NEER, PRIOR TO HYOROS££0/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO TH£ CITY ENGINEER. TH£ PROPOSAL SHALL 8£ SPEC/RC REGARDING TH£ NUMBERS, TYPES ANO COSTS OF TH£ ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/CA 110N SHALL MAINTAIN TH£ MOIST/JR£ LE'IEL OF TH£ SOIL AT TH£ OPTIMUM LE'IEL FOR THE GROWTH OF TH£ HYOROSEEDEO GROWTH. C. HYOROSEEO!NG MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.· o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. .J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL!A e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) I. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTlON MAY BE OMITTED ON LOCA TlONS WHERE THE AREA BEING HYOROSEEDEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTlON MUST 8£ INOCULA TEO WITH A NITROGEN RX/NG BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROAOCASTlNG BEFORE HYOROSEEOING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/RCA 110N TAG ATTACHED To, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTlNG AGENTS MAY 8£ ADDED TO THE HYOROSEEOEO SLURRY AT THE 0/SCRETlON OF TH£ CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW} MAY BE SUBSTlTIJTEO, 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 TH£ STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE D. AREAS TO BE HYOROSEEDEO SHALL BE PREPARED PRIOR TO HYOROS££0/NG BY.· I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATlON OF: o. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT AR£ SUFRC/ENTl Y FRIABLE c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE. 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTlNG BY.· o. 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'IER/NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £ HYOROS££0£D AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTl Y LANDSCAPED OR. FOR AREAS WHERE HYOROSEEOEO IS THE PERMANENT LANDSCAPING, UNTlL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL ~./JA A~PP~RUOV1ED BY: LWD DISTRICT ENGINEER ~ C33692 ------ Dexter S. Wilson, PE RCE Date Dexter Wilson Engineering. Inc. Firm Exp. Date CITY OF OCEANSIDE PACIFIC OCEAN INDEX OF SHEETS I VICINI TY MAP, NO TES, LEGEND 2 KEY MAP, NOTES .J STRUC TIJRAL NO TES 4 BRIDGE PLANS ANO ELEVA TlONS 5 STRUCTURAL BRIDGE DETAILS LEGAL DESCRIPTION CITY OF VISTA CITY OF ~-..,-r"i ENCINITAS '-"""_. VICINITY MAP NOT TO SCALE A PORTION OF LOT I, ANO LOTS 2, 3, 4, ANO 28, OF CARLSBAD TRACT NO O.J-01, LA COSTA RESORT ANO SPA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP NO. 14984 RLEO IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTRY. MARCH 18, 2005. ANO LOT 37 OF TRACT O.J-01-02 LA COSTA RESORT ANO SPA, IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 15108 RLED IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTRY, SEPTEMBER 19, 2005, OWNER /DEVELOPER OMNI LAS COSTA RESORT ANO SPA 2/00 COSTA DEL MAR ROAD, CARLSBAD, CA. 92009 REFERENCE DRAWINGS CITY OF SAN MARCOS CITY OF CARLSBAD DRAWINGS No. 167-7, 168-68, 168-9, 169-4, 2.J.J-6, 78,· 235-9, 244-!A, 397-2C, 2H, 21,· 808-1, 422-6H, 503-4, 921-6, 927-1. MAPS NO.: 14984, 15108 BENCHMARK DESCRIPTION: CITY OF CARLSBAD POINT 17, BEING A 25" DISC STAMPED "CLSB-017 LS. 62/5' LOCATION: NORTH EAST CORNER OF LA COSTA AVENUE BR/OGE OV£R ENCINITAS CREEK. 185' WEST OF EL CAMINO REAL ELEVATION: 19.580' DA TUM: NCVO 29 BASIS OF BEARINGS CALIFORNIA COOROINA TE SYSTEM (CCS 8.J) ZONE 6, £POCH 1991. 35, BASED UPON GRID BEARING BETWEEN CITY OF CARLSBAD CONTROL POINTS 17 ANO 96 PER RECORD OF SUR'IEY NO. 17271. /£ N 15' 52' 25" W. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THIS PLAN WAS GENERA TEO BY AERIAL PHOTOGRAPHY INFORMATION GATHERED ON FEBRUARY 25. 2021, ANO NOVEMBER .3, 2021 BY AEROTECH MAPPING, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATlONAL MAP ACCURACY STANDARDS. PROJECT LOCATION Tli!S PROJECT IS LOCATED WITHIN ASSESSOR's PARCEL NUMBERS.· 21.J-111-15, 20,· 213-112-.JI, 32,· 216-592-01, 04; 216-593-05. TH£ CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS.· N 360, E 1683. STREET ADDRESS.· 2100 COSTA DEL MAR RO. CARLSBAD, CA., 92009 OWNER'S CERT/FICA TE I (WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTlON AND STABILITY OF THE SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED Sl'tPPP, I (ll'EJ ALSO ACREE A QUALIREO Sl'tPPP PRACTlllONER (QSP) HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE IMPLEMENTATlON OF THE Sl'tPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. ,!}_Q__ cfifllG/JL/CK, OWNERS REPRESENTATl'IE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTlON OF ALL CUTS AND RLLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTlNC 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, SPECIF/CATIONS, REQUIREMENTS, RESOLUTlONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCTlON, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL COO£ 2 CITY OF CARLSBAD ENC/NEERING STANDARDS. 3. THIS SET OF PLANS. 4. RESOLUTlONS NO. 1465 & 1466 DA TED II 16 2022 5. TH£ STANDARD SPEC!RCATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORTS ANO RECOMMENDA TlONS BY GEOCON DATED APRIL 15, 2021. 7. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY 8£ MOO/RED BY TH£ CITY OF CARLSBAD ENGINEER/NC STANDARDS. 8. CALIFORNIA COASTAL COMMISSION OE'IELOPMENT PERMIT CONDITIONS DA TED NIA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 11-16-2022 . 10. STORM WATER POLLUTION PRE'IENTlON PLAN PREPARED BY OVA Y CONSULTANTS, DA TED OCTOBER 25. 2022 SW NO. NIA WD/0 NO. 9 .J7C.J99069. II. STORM WATER MANAGEMENT PLAN PREPARED BY _ _,_N,.c/2,ill __ ~ DA TED NIA SWMP NO. NIA . 12 CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTlON HANDBOOK AND CAL TRANS CONSTRUCTlON SITE BMP MANUAL LEGEND DESCRIPTION NOTE: QUANTIT1£S AR£ FOR BONDING PURPOSES ONLY. ACT/JAL QUANT!TlES MAY VARY. ST.4NOARD owes. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTEO OTHERWISE STD. DWG'. SYMBOL QUANTITY SUBDIVISION BOUNDARY. . . . . . . . . . . . . . . . . EASEMENT LIN£. . . . . . . . . . . . . . . . . . . . . . ACRONYMS & ABBREV/A TIONS: £0 EQUAL CONT. CONTINUOUS DIA DIAMETER FTC FOOTING CALV. CAL~NIZED HSS HIGH STRENGTH STEEL 0. C. ON CENTER PL PLATE PTDF PRESSURE TREATED DOUGLAS RR T&B TOP ANO BOTTOM SIM. SIMILAR ABANDONMENT NOTES ------- PARTlALL Y COMPLETED PROJECTS SEEKING TO INOERNITEL Y STOP WORK ANO CLOS£ THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTR/CllON AND EROSION ANO SEDIMENT CONTROL MEASURES TO TH£ SATISFACTION OF TH£ CITY, INCLUDING BUT NOT LIMITED TO TH£ FOLL OWING.· I. PERMANENTl Y STABILIZE ALL SLOPES (>5%} -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED 'IECETA 110N (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED AOEQUA TE. 2. PERMANENTl Y STABILIZE FLAT AREAS (s5%} -70% COVER WITH WELL -ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATlON (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (EG., GRAVEL) IS CONSIDERED ADEQUATE. 3. RESTRICT ACCESS TO SITE -COORO/NA TE WITH CITY STAFF TO DETERMINE APPROPR/A TE FENCING TYPE 4. S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, ANO TRESPASS/NG AR£ PROHIBITED. 5. TRESPASS ENFORCEMENT AUTHORIZATlON LETTER MUST 8£ SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6. NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATlNG THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING ANO S/GNACE, ADHERING TO TH£ RRE PRE'IENTION ORO/NATION. KEEPING THE SITE FR££ FROM LITTER ACCUMULATION ANO 'IEGETA TION GROWTH, ANO REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTlL THE PROPERTY IS DEVELOPED IN THE FUT/JR£ "AS BUILT" KEITH W. HANSEN DATE RCE 60223 EXP. REVIEWED BY: INSPECTOR DATE I S1EET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT CRADINC PLAN FOR: OMNI RESORT GOLF COURSE 'v?CINITY MAP, NOTES, LECENO CR2022-004J APPROVED: JASON s. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE INITIAL DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL Cl TY APPROVAL RVWD BY: SUP 2022-0001 539-48 DocuSign Envelope ID: 66212B1D-0E1A-4AAD-8809-ED167E68F8C1 8/3/2023 ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊◊ ◊ ◊ ◊◊ ◊◊◊◊ ◊◊ ◊ ◊ ◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊◊ ◊◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 7/12/2023 EXISTING EASEMENTS DENOTED ON PLAN AS.-[lj 1 DAON CORPORATION, DOC 85-335690 REC 9-12-1985; DOC 86-078338 REC 2-28-1986 2 SDG&E EASEMENT BK 798 PG 241 REC 2-16-1920 3 LEUCADIA COUNTY WATER DISTRICT SEWER EASEMENT DOC 84-180441, REC 5-15-1984 4 SDG&E EASEMENT BK 5207 PG 158 REC 4-16-1954; SOG&E EASEMENT BK 5273 PG 432 REC 6-18-1954 5 SOG&E EASEMENT DOC 84-011338 REC 1-11-1984 6 LEUCADIA COUNTY WATER DISTRICT SEWER EASEMENT DOC 84-180441, REC 5-15-1984 7 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC 14749, REC 1-26-1968 8 SEWER EASEMENT PER MAP 5781 9 DRAINAGE EASEMENT PER MAP 5781 10 LEUCADIA COUNTY WATER DISTRICT SEWER & PUMP STATION DOC 123282 REC 7-9-1965 11 LEUCADIA COUNTY WATER DISTRICT SEWER EASEMENT DOC 2002-1190210 REC 12-27-2002 12 PACIFIC TELEPHONE EASEMENT DOC 74-337649 REC 12-31-1974 13 SOG&E EASEMENT BK 5235 PG 133 REC 5-12-1954 14 CMWO PIPELINE DOC 74-185031 REC 7-11-1974 15 PACIFIC BELL EASEMENT DOC 84-126741 REC 4-6-1984 16 SOG&E EASEMENT BK 6301 PG 162 REC 10-16-1956 17 COSTA REAL MUNICIPAL WATER DISTRICT EASEMENT DOC 87-598022 REC 10-23-1987 18 CMWO EASEMENT DOC 2008-0166956 REC 4-1-2008. QUITCLAIMED PER DOC. 2012-0167448, REC. 3-22-2012 19 STORM DRAIN EASEMENT DOC 145066 REC 9-6-1966 20 BIOS, INC., SEWER EASEMENT DOC 224061 REC 12-23-1968 21 LICENSE FOR PEDESTRIAN & GOLF CART PURPOSES DOC 63823 REC 4-17-1968 22 CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT DOC 76856 REC 5-8-1968 23 FLOOD CONTROL DISTRICT EASEMENT DOC 73-270064 REC 9-25-1973 24 HOA LANDSCAPING EASEMENT DOC 87-651063 REC 11-20-1987 25 FLOWAGE OF WATER EASEMENT DOC 87-642302 REC 11-17-1987 26 PRIVATE DRAINAGE EASEMENT DOC 84-304383 REC 8-10-1984 27 HOA PATIO EASEMENT DOC 87-651064 REC 11-20-1987 28 CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT DOC 92-348009 REC 6-4-1992 29 SOG&E EASEMENT DOC 105863 REC 6-11-1964 30 COSTA REAL MUNICIPAL WATER DISTRICT EASEMENT DOC 87-598022 REC 10-23-1987 31 LEUCADIA COUNTY WATER DISTRICT SEWER PIPELINE DOC 97-0583207 REC 11-18-1997 32 SOG&E EASEMENT DOC 206119 REC 9-16-1969 33 SOG&E EASEMENT DOC 184937 REC 11-23-1966 34 LEUCADIA COUNTY WATER DISTRICT PIPELINE DOC 169171 REC 9-16-1969 35 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC 73-168249 REC 6-20-1973 36 LEUCADIA COUNTY WATER DISTRICT UTILITY EASEMENT DOC DOC 138157 REC 8-11-1961 37 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC 138157 REC 8-11-1961 38 LEUCADIA COUNTY WATER DISTRICT UTILITY EASEMENT DOC 91495 REC 5-29-1962 39 LEUCADIA COUNTY WATER DISTRICT SEWER PIPE DOC 73-021341 REC 1-24-1973 40 SOG&E EASEMENT DOC 79-507143 REC 12-3-1979 41 PRIVATE WALKWAYS EASEMENT DOC 89-002482 REC 1-3-1986 42 PRIVATE DRAINAGE EASEMENT DOC 2004-0945988 REC 10-5-2004 43 CARLSBAD MUNICIPAL WATER DISTRICT PIPELINES DOC. 74-273988, REC 10-15-1974 44 COSTA REAL MUNICIPAL WATER DISTRICT DOC. 84-380189 REC 10-8-1984 CAUTION· ENERGIZED OVERHEAD CONDUCTORS, ELEVATION VARIES, MUST MAINTAIN 20' RADIAL CLEARANCE 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) 30 DAYS IN ADVANCE OF CONSTRUCTION TO SCHEDULE STANDBY WHEN REQUIRED. SDG&E VEHICLE ACCESS TO EXISTING ON-SITE UTILITY FACILITIES SHALL BE MAINTAINED AT ALL TIMES. 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. NOTE!! £L£CTRONIC DA TA FILES AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2023 O'Day Consultants, Inc. NOTE CONll?ACTOR TO VERIFY THE EXACT LOCA 710N OF EX/SllNG Ulll/TlES IN THE F/£LD PRIOR TO CONSll?UCTlON! Rflt/SED: FEBRUARY 16, 2023 PREPARED: OCTOBER 12, 2022 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-B680 ODayConsultan ts.com 1. 2 3. 4. 5. 6. 7. 8. 9. 10. 11. 12 13. 14. 15. 16. 17. 18. 19. 20. 21. 22 23. 24. 25. 26. 27. 28. 29. SEWER NOTES: l£UCAOIA WAST£WAT£H O/STHICT LIVO APPROVAL OF THESE PLANS DOES NOT REUEVE THE APPLICANT, PR/VA TE ENC/NEER OF WDRK, OR CONTRACTOR FRO/I RESPONSIBLY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. ALL DESIGN, MATERIALS, AND CONSTRUCTION WDRK SI/ALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LW!J SEWER STANDARD SPEC/f/CA TIONS AND TO THE RE()IJIREMENTS OF THE STANDARD SPEC/RCA TIONS FOR PUBLIC WDRKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAMNGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFUCT, THE LW!J SEWER STANDARD SPEC/RCA TIONS GOVERN. OSI/A SAFETY ORDERS AND OSI/A CONFINED ENTRY REOUIREMENTS SI/ALL BE FOLLOWED AT ALL TIMES MTHOL!T EXCEPTION. THE CONTRACTOR SI/ALL HA VE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES 2 & 3 ON THE JOB SI TE AT ALL TIMES. THE CONTRACTOR SI/ALL GUARANTEE ALL WORK FOR A PERIOD OF ONE >l'AR AFTER THE DA TE OF FINAL ACCEPTANCE BY LW!J AND SHALL REPAIR OR REPLACE AND WDRK THAT MAT MAY PROVE DEFECTIVE IN WDRKMANS/1/P AND/OR MATERIALS MTHIN THE ONE >l'AR PERIOD MTHOL!T EXPENSE MiA TS OE VER TO L W!J. ()IJANTITIES SI/OWN HEREON ARE FOR BOND PURPOSES ONLY. NEITHER THE PROVA TE ENC/NEER NOR LW!J GUARANTEE Tl/E ACCURACY OR COMPLETENESS OF TIIE SEWER ()IJANTITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SI/ALL SUBMIT SHOP DRAMNGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LW!J. WDRK SHALL NOT COMMENCE UNTIL SUC/1 MATERIALS ARE APPROVED BY LW!J. PRIOR TO BEGINNING SEWER WDRK, THE LW!J INSPECTOR SI/ALL BE RJRNISIIED A SET OF CUT SIIEETS AND Tl/E CONTRACTOR SI/ALL COMPLY MTH LW!J STANDARD SPEC SURVEY RE()IJIREMENTS. PRIOR TO START OF WORK, CONTRACTOR SI/ALL SECURE A LW!J PERMIT FOR CONSTRUCTION, SUBMIT SI/OP DRAMNGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING PER APPENDIX V OF STD SPEC, AND PROVIDE 3-WEEK LOOK AHEAD SC/IEDULE(S) FOR ALL SEWER WDRK THROL/GHOUT PROJECT IN ADDITION TO 72 HOL!RS NOTICE OF NEED FOR EACH INSPECTION. NO WDRK SI/ALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REWIRED PERMITS HAVE BEEN OBTAINED FRO/I TIIE JIJR/SD/CTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. THE CONTRACTOR SI/ALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT INSPECTOR SIIOMNG THE DESIGN OF SI/OR/NG, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CA 'I/NG GROUND DURING TRENC/1 EXCAVATION AND THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES RVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FRO/I THE SI/OR/NG SYSTEM STANDARDS ESTABLISIIED BY THE CONSTRUCTION SAFETY ORDERS, TITZE 8, CALIFORNIA AD/1/NISTRATIVE COD£, THE PLAN SI/ALL BE PREPARED BY A REGISTERED ENC/NEER. A COPY OF Tl/E OSI/A EXCAVATION PERMIT MUST BE SUBMITTED TO TIIE L W!J INSPECTOR PRIOR TO EXCA VA TION. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SI/ALL DEWATER AND MAINTAIN DEWA TERING CONTINUOL/SL Y UNTIL THE WDRK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKf/LL MATERIALS IN A DRY STATE ALL PIPE ZONE /IA TERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE RJTURE SI/ALL BE ENCASED IN GEO TEXTILE /IA TERIAL SUITABLE GEO TEXTILE MATERIAL SI/ALL BE SUBMITTED TO THE DISTRICT ENC/NEER FOR RHIEW AND APPROVAL CONTRACTOR SI/ALL OBTAIN DEWA TERING PERIi/TS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SI/ALL NOT BE ALLOWED. Tl/E EXISTENCE AND LOCATION OF UNDERGROL/ND UTILITIES SI/OWN ON THESE PLANS WAS OBTAINED BY AN AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TD THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN N THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SI/OW, OR IN A DIFFERENT LOCATION FROM Tl/AT SI/OWN ON THE PLANS. THE CONTRACTOR SI/ALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SI/OWN ON Tl/E PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. APPROVAL OF THIS PLAN BY LIVO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROL/ND UTILITY, PIP£, OR STRUCTURE MTHIN THE LIMITS OF THIS PROJECT. CONTRACTOR SI/ALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION, AS REWIRED BY STATE LAW. ALL UllLITY CROSSINGS SI/ALL BE POT-HOLED PRIOR TO TRENCHING. CONTRACTOR IS RESPONSIBLE FOR CO/IPL YING MTH ALL LOCAL, STA TE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED ID. TRENCH SAFETY AND CONRNED SPACE ENTRY. SOILS REPORT SHALL BE SUBMITTED TO LW!J BY A ()IJALIFIED SOILS ENC/NEER Mi/CH CERllRES THAT TRENCH BACKRLL WAS COMPACTED AS DIRECTED BY THE SOILS ENC/NEER IN ACCORDANCE MTH IN SITE EARTHWORK SPEC/RCA llONS AND TIIE LW!J STANDARD SPEC. SEWER ELEVATIONS SI/OWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE UNLESS OTHERMSE NOTED. SEWER LENGTHS SHOWN ARE FRO/I CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL REVISIONS TO ORAMNGS SI/ALL BE APPROVED BY THE LW!J DISTRICT ENC/NEER AS CONSTRUCllON CHANGES TO THE ORIGINAL MYLAR DRAMNGS MTH IN/llALED APPROVAL ON THE MYLARS. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SI/ALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENC/NEER. THE PR/VA TE ENC/NEER SI/ALL PROVIDE AS-BUILT DRAMNGS TO LW!J FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF TIIE PROJECT. LENGTH OF OPEN TRENCH SI/ALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS ANO LATERALS, UNLESS OTIIERMSE APPROVED IN WRITING BY TH£ DISTRICT. TRENCH SI/ALL 8£ BACKFILLED OR PLATED AT TH£ CONCLUSION OF EACH DAY OF WDRK. Tl/£ CONTRACTOR SI/ALL PROTECT ALL SURVEY MONUMENTAllON. IF ANY SURVEY IIONUIIENTS ARE DISTURBED OR DESTRO>l'D, THE CONTRACTOR SI/ALL RETAIN A LICENSED SURVEYOR TO REESTABLIS/1 AND RECORD TH£ MONUMENT CHANGE PER STATE LAW. A MIN/MUii OF 12 INCHES OF VERllCAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIP£ AND ANY OTHER UllLITIES. EX/SllNG SEWER CROSSED MTHIN 3 FEET VERTICAL ABOVE OR BELOW SHALL 8£ CCTV INSPECTED BOTH BEFORE AND AFTER THE CROSSING WDRK IS COMPLETED FOR LW!J REWEW, APPROVAL, & RETENTION OF DIGITAL VIDEO RLES. ANY DAMAGED LW!J FACILITIES SI/ALL 8£ REPAIRED TO LW!J SAllSFACllON AT NO COST TO LW!J INCLUDING ADDITIONAL CCTV INSPECllON. SEPARA llON OF SEWER/WATER AND SEWER/RECLAIMED WATER SI/ALL CO/IPL Y MTH L IVO STANDARD DWG S-2 AND MT/I ALL COL/NTY AND STATE HEALTH DEPARTIIENT REGULAllONS. CONNECllONS TO EX/SllNG SEWER PIPE OR MANHOLES SI/ALL ONLY BE DONE IN TIIE DIRECT PRESENCE OF TH£ LW!J INSPECTOR. NEW SEWER SI/ALL NOT 8£ CONNECTED OR ALLOWED TO flOW TO EXISllNG SEWER UNTIL AFTER RNAL ACCEPTANCE OF ALL UPSTREAM WORK BY TH£ LW!J INSPECTOR, OR AS APPROVED BY DISTRICT £NC/NEER. ALL SERVICE LATERALS SI/ALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERMSE SI/OWN ASS APPROVED BY LW!J ON TIIE PLANS. A 2 INCH HIGH "S "SI/ALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCAllON BY THE CONTRACTOR. ALL PIP£ SHALL 8£ HANDLED AND INSTALLED SO AS TO PROTECT PIP£, JOINTS, LINING, ANO COA llNG. TH£ PIP£ SHALL 8£ CAREFULLY BEDDED TO PROVIDE CONTINUOL/S BEARING AND PREVENT UNEVEN SETllEMENT. PIPE SHALL 8£ PROTECTED AGAINST FLOTAllON AT ALL 1711£S. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL ll/lES MiEN CONSTRUCllON IS NOT IN PROGRESS. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SI/ALL THEN BE LIMITED TO LESS THAN ONE-HALF OF AN ANGLE RECOMMENDED BY TH£ PIP£ MANUFACTURER. SEWER PIP£ ZONE AND TRENCH BACKRLL SI/ALL 8£ PER Tl/£ L IVO SEWER STANDARD SPECIF/CATIONS. WATER JEmNG SI/ALL NOT 8£ ALLOWED. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWA Y.S: JOB 11/XING OF CONCRETE IS NOT ALLOWED MTIIOUT EXCEPllON. CONCRETE TESllNG BY LW!J MLL BE AT CONTRACTOR EXPENSE. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42 43. 44. 45. 46. 47. 48. 49. 5o. 51. 52 DESIGNED BY: P.K. DATE: JUNE 2022 nAS BUILT" Clvll 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. 12/31/22 REVIEWED BY: INSPECTOR MANHOLE BASES SI/ALL 8£ /IONOL/T/1/CALL Y PLACED, RN/SHED, AND COMPLETED AT TIM£ OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED £()UAL, MANHOLE ADAPTERS SHALL BE SET IN Tl/E BASE FOR EACH PIPE CONNECllON. SEmNG OF MANHOLE RINGS SI/ALL NOT BE ALLOWED FOR 48 HOL!RS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE MTH DISTRICT APPROVAL JOINTS BETWEEN MANHOLE BAS£, SIIAF77NG, CON£ SECllONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED MTHIN Tl/E RLL CIRCUMFERENCE. GASKET SI/ALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED E()IJAL. ALL MANHOLES SI/ALL 8£ VACUUM TESTED I) BEFORE BACKRLL., 2) AFTER BACKFILL, AND 3) SUBSE()IJENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKRLL ALL SEWER AND LATERALS SI/ALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEWSED AT Tl/E APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERAllON FOR RNAL ACCEPTANCE BY LW!J. AIR TEST SI/ALL 8£ DON£ AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UllLITY LATERALS. ALL SEWER AND LATERALS SI/ALL BE IN PLACE AND SI/ALL HAVE FINAL APPROVAL BY THE LW!J INSPECTOR PRIOR TO BACKFILL MANHOLES SI/ALL BE 4 FEET DIAMETER FOR PIPE UP TO 15 INCH DIAMETER PER LIVO STANDARD DWG S-3. MANHOLES SHALL 8£ 5 FEET DIAIIETER FOR PIP£ 18 INCHES OR LARGER OR 12 FEET OR GREATER DEPTH PER L IVO STANDARD DWG S-4. ALL NEW MANHOLE SIIAFTS AND PRECAST MANHOLE BASES SI/ALL 8£ LINED MTH APPROVED LININGS SPEC/RED IN DIVISION 2 PART 5 TABLE 502-1.1 OF LW!J SEWER SPECS. EPOXY OR PvC LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A /1/NI/IUM OF RFTEEN PERCENT (15%} OF MANHOLES AND NOT LESS Tl/AN ONE PERCENT (1%} MT/I EPOXY LINERS SI/ALL S/JCCESSFULL Y PASS PULL -TEST AND 8£ REPAIRED UNTIL PASSING. MAXIMUM DEPTH OF SEWER FOR SDR 35 PvC PIP£ IS 15'. C900 PIP£ IS RE()IJIRED FOR DEPTH OF COVER OVER 15'. FINAL APPROVAL OF PLANS BY DISTRICT ENC/NEER IS VALID FOR A PERIOD OF llME NOT TO EXCEED ON£ ffAR FRO/I APPROVAL DATE TO START OF CONSTRUCTION. IF TH£ ON£ ffAR 1711£ L/11/T IS EXPIRED PRIOR TO START OF CONSTRUCllON TH£ DEVELOPER SI/ALL RESUBMIT TH£ PLAN CHECK TO Tl/£ DISTRICT £NC/NEER FOR AN UPDATED REV/ED AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SI/ALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY TIIE LW!J DISTRICT ENC/NEER PRIOR TO TIIE START OF CONSTRUCllON. MiEN CONNECllON TO AN EX/SllNG MANHOLE IS NECESSARY AND SHOWN ON THE DRAMNGS, THE CONTRACTOR SI/ALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT TH£ NEW flOW-THROL/GH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE TH£ NEW SEWER LINES AS REOUIRED. SMOOTH TRANSITIONS SHALL 8£ INSTALLED FROM TH£ INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SI/ALL BE CORE DRILLED AND MANHOLE CONNECllON RmNGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED E()IJAL Tl/E RRST FLEXIBLE JOINT SI/ALL BE LOCATED MTHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SI/ALL NOT BE ALLOWED. ALL NEW CONNECllONS TO EXISllNG SEWER SI/ALL 8£ MAD£ TO EXISTING W>l'S. FOR INSTALLING NEW MANUFACTURED W>l'S, STANDARD BELL AND SPIGOT OR PLAIN £ND W>l'S AND PLAIN £ND PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE IIAY BE USED FOR INSERllNG W>l'S INTO AN EXISTING SEWER. CASKETED PvC SADDLE W>l'S MAY BE USED FOR EXISllNG SEWER MAINS 10 INCHES AND LARGER. ALL CONNECllONS NOT MADE TO EXISllNG W>l'S MUST BE IN ACCORDANCE MTH LW!J STANDARD DRAMNG S-32 IF NECESSARY DURING TH£ LATERAL CONNECllON WDRK, UPSTREAM fl OW IN TH£ EXISllNG SEWER SI/ALL 8£ TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE MTH LW!J STANDARD DRAMNG S-32 MUST BE REVIEWED AND APPROVED BY THE LW!J DISTRICT ENC/NEER PRIOR TO INSTALLING THE TEMPORARY PLUG. FOR CONNECTION OF PLAIN END TO PLAIN END PvC SEWER, REPAIR COUPLINGS SI/ALL BE MADE OF PVC /IA TERIAL MEETING TH£ SAIi£ MATERIAL REOUIREMENTS AS TH£ PIP£ BEING REPAIRED. PvC SEWER REPAIR COUPLINGS SI/ALL 8£ RUBBER CASKETED MTH NO CENTER STOPS. PIP£ ENDS SI/ALL BE THOROUGHLY CLEANED PRIOR TO INSTALLA llON OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SI/ALL 8£ SLIPPED ALL THE WAY ON TH ONE PLAIN END PIP£, THEN Tl/£ PIPE AND ADJOINING PIPES SI/ALL BE ALIGNED TOGETHER AND THE REPAIR COUPUNG SLIPPED BACK INTO A POSlllON EOUALL Y SPACED BETWEEN THE TWO PLAIN END PIPES. PvC SEWER REPAIR COL/PLINGS SHALL 8£ AS MANUFACTURED BY PW PIP£ OR APPROVED BY TH£ LIVO DISTRICT £NC/NEER. PVC OR 'I/TR/RED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO 17£-/N TO EXISllNG vCP. FOR CONNECTION OR REPAIR OF PLAIN END vCP TO vCP OR VCP TO PVC, A FERNCO SERIES 50DO COL/PL/NG OR APPROVED E()IJAL SI/ALL BE USED. THE CONNECllON SI/ALL BE CONCRETE ENCASED A MINIMUM 12" ON EAC/1 SIDE OF THE COUPLING FOR CONNECllON OF NEW LATERALS TO EXISllNG PIPE GREATER THAN 8 INCH DIAMETER CONTRACTOR SI/ALL CUT IN A NEW W>l' PER ABOVE OR IIAY USE A SUITABLY SIZED SEWER SADDLE W>l' PER STANDARD DWG S-32 CONTRACTOR SI/ALL BE AWARE Tl/AT LW!J FAC!LlllES PROVIDE WASTEWATER CONVEYANCE, !REA TMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A >l'AR. THEREFOR£, LW!J OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERAllONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY l7M£ TIIE CONTRACTOR MLL ENSURE THAT ACCESS TO TIIE FAC/LlllES IS IIA/NTAINED AT ALL llMES (DURING CONSTRUCllON AND AT TIIE END OF EACH CONSTRUCTION DAY,) AND SI/ALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST MT/I ACCESS Mi/LE WORKING AROUND LW!J FACIL/17£S. CONTRACTOR SI/ALL TAKE ALL PRECAUllONARY MEASURES NECESSARY TO PROTECT LIVO FAC/LlllES AND STRUCTURES OUR/NG CONSTRUCTION. SIIOL/LD THE CONTRACTOR AT ANY llME DAMAGE LW!J OR PRIVATE SEWER LATERAL FAC/UllES, THE CONTRACTOR SI/ALL 1/IMEDIATELY STOP WDRK, NOllFY L IVO, MINIMIZE AND CONTROL ANY SEWAGE SPILL, AND REPAIR DA/IA GED FACILITIES TO TH£ SATISFACTION OF LW!J AT NOT COST TO LW!J INCLUDING INSPECTION AND ANY BYPASSING REOUIRED. DAMAGE CAUSED TO SEWER FACILITIES SI/ALL 8£ REPAIRED IN ACCORDANCE MTH ALL APPLICABLE LW!J STANDARD SPEC/FICAllONS AND DRAMNGS. SUBMIT FOR LIVO APPROVAL PRIOR TO REPAIR. THE CONTRACTOR SI/ALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS,· CONTAINING ANY SEWAGE SPILLS,· RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WDRK ADJACENT TO LW!J FAC/LlllES OR ALLOMNG A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL Mi/LE PERFORMING TH£ WDRK. CONTRACTOR MLL BE RESPONSIBLE OF ALL CLEAN-UP AND PENAL llES ASSESSED TO TH£ DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY TH£ CONTRACTOR. CONTRACTOR SI/ALL NOllFY LW!J A WEEK IN ADVANCE OF PLANNED CONSTRUCllON ACTIWllES IN THE AREA OF WDRK POTENllALL Y AFFECTING LW!J SEWER FAC/LlllES. CONTRACTOR SI/ALL NOllFY LW!J 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS MiERE SEWER /IA Y 8£ EXPOSED. DATE DATE INITIAL DATE ENGINEER OF WORK PEDESTRIAN BRIDGE #1 SEE D\v'G 539-4A, SHEET 17 FDR LOCATION DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL :'-~'} --'-.,...,.,_,.,, KEY MAP DATE INITIAL CITY APPROVAL o' 600' liiiiiil'""""'iiiiiiiiiiiiii SCALE: 1'' = 600' PEDESTRIAN BRIDGE #2 SEE D'wG 539-4A, SHEET 18 FDR LOCATION GOLF CART BRIDGE SEE D'wG 539-4A, SHEET 18 FDR LOCATION t<-$1:!!"l. If" I S2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLAN FOR: I SHSTS I OMNI RESORT GOLF COURSE KEY MAP, NOTES GR2022-0043 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. CHKD BY: 539-48 SUP 2022-0001 RVWD BY: DocuSign Envelope ID: 66212B1D-0E1A-4AAD-8809-ED167E68F8C1 8/3/2023 DESIGN BASIS: CODE: 2019 C.B.C. (CALIFORNIA BUILDING CODE TITLE) BASED ON 2018 I.B.C. (INTERNATIONAL BUILDING CODE) AASHTO LRFD SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES 2009 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals ASCE 7-16 GRAVITY LOADS: 1. DEAD LOAD 10 P.S.F. 2. PEDESTRIAN LIVE LOAD 90 P.S.F. 3. GOLF CART LIVE LOAD 200 P.S.F. LATERAL LOADS: 1. WIND BASIC WIND SPEED (3-SECOND GUST) 96 MPH HEIGHT AND EXPOSURE FACTOR, Kz 0.87 GUST EFFECT FACTOR 1.14 IMPORTANCE FACTOR 1.15 WIND DRAG COEFFICIENT 2 2. SEISMIC SEISMIC ZONE 4 MAPPED SPECTRAL RESPONSE ACCELERATION, SS 1.005 MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.365 SITE CLASS D-DEFAULT MAPPED SPECTRAL RESPONSE ACCELERATION, SDS 1.206 MAPPED SPECTRAL RESPONSE ACCELERATION, SD1 0.584 BASE SHEAR: V = 0.804W (ULTIMATE DESIGN) RESPONSE MODIFICATION FACTOR, R 1.5 *WIND & SEISMIC LOADS ARE BASED ON AASHTO PARAMETERS CONCRETE: ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. ALL CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C-94. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THEMAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4"INCH. CEMENT SHALL CONFORM TO A.S.T.M.. C-150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMALWEIGHT SHALL CONFORM TO A.S.T.M. C-33. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESSSUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED BY THE ENGINEER AND ARCHITECT OFRECORD. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO U.B.C. SEC. 1905. UNLESS NOTED OTHERWISE. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. READY MIXED CONCRETE SHALL CONFORM TO (A.S.T.M. C-94). PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM, CLASS I,EXT-A.P.A. PLYWOOD. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWNON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FORREVIEW BEFORE STARTING WORK. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.N.O. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" CONCRETE CURING: TYPICALLY REQUIRED FOR 10 DAYS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONCRETE/LOCATION MIN. 28 DAY MAXIMUM MAX. SLUMP COMP. STRENTH ALL CONCRETE (U.O.N.) F'c = 4,500 P.S.I. 0.45 4" W/C RATIO 1. 2. 3. 4. 5. 6. 7. METRIC BAR SIZE DESIGNATION #3POUND - INCH DESIGNATION BAR SIZE ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE C.B.C., AND THE"MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A-706, DEFORMED GRADE 60. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO THE STRUCTURAL WELDING CODE REINFORCING STEEL BY A.N.S.I. / A.W.S. D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECUREREINFORCING BARS IN PLACE, U.O.N. ALL REBAR SIZES ON THESE DRAWINGS ARE IN POUND - INCH UNITS. SEE TABLE FORMETRIC EQUIVALENT. M10 M13 #4 M19 #5 M22 #6 M25 #7 M29 #8 M32 #9 M36 #10 M43 #11 M57 #14 #18 M16 TABLE 1705.6REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIALINSPECTION — — — X — PERIODIC SPECIALINSPECTION X X X — X TABLE 1705A.2.1 VERIFICATION AND INSPECTION REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION CONTINUOUS PERIODIC 1. Material verification of high-strength bolts, nuts and washers: b. Manufacturer's certificate of compliance required. 2. Inspection of high-strength bolting: 3. Material verification of structural steel and cold-formed steel deck: 4. Material verification of weld filler materials: — 5. Inspection of welding: a. Structural steel and cold-formed steel deck: 1. Complete and partial joint penetration groove welds 2. Multipass fillet welds. 3. Single-pass fillet welds > 516" 4.Plug and slot welds. 5. Single-pass fillet welds ≤ 516" 6. Floor and roof deck welds. — — b. Reinforcing steel: 1. Verification of weldability of reinforcing steel other than ASTM A706. 2. Reinforcing steel resisting flexural and axial forces inintermediate and special moment frames, and boundaryelements of special structural walls of concrete and shear reinforcement. 3. Shear reinforcement. 4. Other reinforcing steel. 6. Inspection of steel frame joint details for compliance: a. Details such as bracing and stiffening. b. Member locations. c. Application of joint details at each connection. — X X — — — — X X X X — — — — — X — — — X X X X — X X X X X X X X X — — — — X X X — 1. Verify materials below shallow foundations are adequate to achieve the designbearing capacity. 2. Verify excavations are extended to proper depth and have reached proper material. 3. Perform classification and testing of compacted fill materials. 4. Verify use of proper materials, densities and lift thicknesses during placement andcompaction of compacted fill. 5. Prior to placement of compacted fill, inspect subgrade and verify that site has beenprepared properly. a. Identification markings to conform to ASTM standards specified in the approved construction documents. a. Snug-tight joints.b. Pretensioned and slip-critical joints using turn-of-nutwith matchmarking, twist-off bolt or direct tensionindicator methods of installation. c. Pretensioned and slip-critical joints using turn-of-nut without matchmarking or calibrated wrench methods ofinstallation. a. For structural steel, identification markings to conform to AISC 360. b. For other steel, identification markings to conform toASTM standards specified in the approved constructiondocuments. c. Manufacturer's certified test reports. a. Identification markings to conform to AWS specification in the approved construction documents. b. Manufacturer's certificate of compliance required. SPECIAL INSPECTION STEEL SPECIAL INSPECTION KEYNOTES: NOTES 1. ALL SPECIAL INSPECTIONS AND TESTING SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE CODE. THE OWNER IS RESPONSIBLE FOR RETAINING AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS FOR THIS PROJECT. 2. THE SPECIAL INSPECTION TABLES LISTED BELOW ARE PARTIAL EXCERPTS OF THE TABLES LISTED IN THE CODE AND ADDITIONAL SPECIAL INSPECTION REQUIREMENTS OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE SPECIAL INSPECTOR TO CONFORM WITH ALL ASPECTS OF THE CODE AND STANDARDS REFERENCED BY CHAPTER 17. 3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD B. WHEN WAIVED BY THE GOVERNING JURISDICTION 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. 5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF AN INSPECTOR FROM THE GOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE.. 6. FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. 7. PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLED ITEMS AND TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL.. 9. THE SPECIAL INSPECTOR SHALL PROVIDE WEEKLY REPORTS AND A FINAL REPORT TO THE STRUCTURAL ENGINEER. 10. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES RELATED TO THE SPECIAL INSPECTION TABLES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION PER CHAPTER 17 OF THE CODE. U.N.O. 1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. 2. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD. 3. THE SPECIAL INSPECTIONS NOTED IN ITEMS 2, 3, AND 4 ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE GOVERNINGJURISDICTION. THE SPECIAL 4. INSPECTIONS NOTED IN ITEMS 5 AND 6 ARE NOT REQUIRED FOR SNUG-TIGHT JOINTS. 5. PROVIDE SPECIAL INSPECTION FOR CONNECTIONS BOLTED WITH A325 AND A490 BOLTS. INSPECTIONS SHALL BE DONE PER APPROVED NATIONALLY RECOGNIZED STANDARDS AND THE REQUIREMENTS OF THE CODE AND THE GOVERNING JURISDICTION. WHILE THE WORK IS INPROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THE BOLTS, NUTS, WASHERS AND PAINT; BOLTED PARTS; AND INSTALLATION AND TIGHTENING MEET THE STANDARDS REQUIREMENTS. 6. THE SPECIAL INSPECTOR FOR HIGH STRENGTH BOLTED CONNECTIONS SHALL: A. OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS OR SPECIFICATIONS.B. MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER. C. MONITOR THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. LUMBER: STRUCTURAL LUMBER SHALL BE STRESS-MARKED DOUGLAS FIR-LARCH S4S IN ACCORDANCEWITH GRADING AND DRESSING RULE NO. 16 OF THE WEST COAST LUMBER INSPECTION BUREAU(LATEST EDITION). LUMBER SHALL NOT BE BORE OR NOTCHED, EXCEPT WHERE DETAILED. ALL LUMBER EXPOSED TO WEATHER SHALL BE BE PRESSURE TREATED DOUGLAS FIR-LARCH. METAL CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR EQUAL, EXCEPT AS SHOWN. FILL ALL HOLES OF THE PREFAB. CONNECTORS AS SPECIFIED BY MANUFACTURER. LUMBER MINIMUM GRADE: A. HORIZONTAL MEMBERS: JOISTS AND RAFTERS PURLINS SUBPURLINS: 2x4 2x6 OR LARGER 6x BEAMS AND LARGER 4x BEAMS AND SMALLER LEDGERS AND NAILERS HEADERS TOP PLATES B. VERTICAL MEMBERS: 2x4 STUDS, 8'-0" MAX. 2x4 STUDS, 8'-1" TO 14'-0" 2x6 STUDS AND LARGER POSTS ALL BOLTS AND LAG SCREWS SHALL HAVE STANDARD CUT WASHERS BETWEEN THE WOOD AND THE NUTS. SEE DRAWINGS FOR LOCATIONS OF PLATE WASHERS AS REQUIRED. BOLTS LAG SCREWS NUTS WASHERS LEAD HOLES FOR LAG SCREWS SHALL HAVE THE SAME DIAMETER OF THE SHANK FOR THEUNTHREADED PORTION OF THE SHANK, AND 70% OF THE SHANK DIAMETER FOR THE THREADEDPORTION. ALL LAG SCREWS SHALL BE INSERTED BY TURNING WITH A WRENCH AND NOT BYDRIVING WITH A HAMMER. ALL BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL BE RETIGHTENED PRIOR TO THEAPPLICATION OF DRYWALL, PLYWOOD, PLASTER, ETC. ALL NAILING SHALL CONFORM TO TABLE NO. 2304.9.1 NAILING SCHEDULE, USING COMMON WIRENAILS. PREDRILL ALL NAILS 20d AND LARGER AND WHERE REQUIRED TO PREVENT SPLITTING. THE MOISTURE CONTENT OF WOOD MEMBERS SHALL NOT EXCEED 19%, BEFORE INSTALLATION. IT WILL BE THE RESPONSIBILITY OF THE INSPECTOR OF RECORD TO VERIFY THAT THE CONTRACTOR HAS SUPPLIED LUMBER OF THE PROPER MOISTURE CONTENT BEFORE INSTALLATION. THE USE OF A HAND HELD MOISTURE CONTENT METER IS ACCEPTABLE. NO. 1NO. 1 NO. 1NO. 1NO. 1NO. 1NO. 2NO. 1MATCH VERTICAL MEMBERS NO. 2 NO. 2 NO. 2 NO. 2 A.S.T.M. A-307 A.N.S.I. B-18 A.S.T.M. A-563 A.S.T.M. F-844 TABLE 1705.3REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE 1. Inspect reinforcement, including prestressingtendons, and verify placement. 2. Reinforcing bar welding:a.Verify weldability of reinforcing bars otherthan ASTM A706;b.Inspect single-pass fillet welds, maximum 516" and c.Inspect all other welds. 3. Inspect anchors cast in concrete. 4. Inspect anchors post-installed in hardenedconcrete members.a a.Adhesive anchors installed in horizontally orupwardly inclined orientations to resistsustained tension loads.b.Mechanical anchors and adhesive anchors notdefined in 4.a. 5. Verify use of required design mix.— 6. Prior to concrete placement, fabricate specimens forstrength tests, perform slump and air content tests,and determine the temperature of the concrete. 7. Inspect concrete and shotcrete placement for properapplication techniques. 8. Verify maintenance of specified curing temperatureand techniques. 9. Inspect prestressed concrete for:a.Application of prestressing forces; andb.Grouting of bonded prestressing tendons. 10.Inspect erection of precast concrete members. 11.Verify in-situ concrete strength, prior to stressing oftendons in post-tensioned concrete and prior toremoval of shores and forms from beams andstructural slabs. 12.Inspect formwork for shape, location anddimensions of the concrete member being formed. X X — XX — — — X —X CONTINUOUSSPECIALINSPECTION — — PERIODIC SPECIALINSPECTION X X X X X X — — X —— X X X a. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordancewith 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall bespecified by the registered design professional and shall be approved by the building official prior to the commencement of the work. CONCRETE SPECIAL INSPECTION KEYNOTES: 1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE, THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY. ACI 318: 17.8.2.4 ACI 318: 17.8.2 AWS D1.4ACI 318: 26.5.4 ACI 318Ch. 20,25.2,25.3,26.5.1-26.5.3 1908.4 ACI 318: 17.8.2 ACI 318: Ch 19,26.4.3, 26.4.4 ASTM C 172ASTM C 31 ACI 318: 26.12 ACI 318: 26.4.5 ACI 318:26.4.7-26.4.9 ACI 318: 26.9.2.1ACI 318: 26.9.2.3 ACI 318: 26.8 ACI 318: 26.10.2 ACI 318: 26.10.1(b) 1904.1,1904.2,1908.2, 1908.3 1908.10 1908.6,1908.7,1908.8 1908.9 REFERENCESTANDARD IBCREFERENCE ACI 318: 26.4.5 11. THE CONTRACTOR IS RESPONSIBLE FOR HIRING AND PAYING FOR A SPECIAL INSPECTOR AND SPECIAL INSPECTIONS. Orie Engineering2 Structural and Bridge EngineersORIE2 STRUCTURAL BRIDGE 9750 Miramar Road, Suite 310 San Diego, CA 92126Fax: (858) 586-0911 D D ON LA E IORR. Digitally signed by DONALD R ORIE Date: 2023.06.27 13:51:58 -07'00' I I I I - - REINFORCING STEEL: - I I I I SJET I I SH5TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT CRADINC PLAN FOR: PREPARED: APRIL 12. 202.J DESIGNED BY: PRO DATE: OCTOBER 2022 "AS BUILT" OMNI RESORT GOLF COURSE STRUCTURAL NOTES ~ DRAWN BY: R.H. SCALE: AS SHOWN ""9•?,(lfESS / ~ NOTE!! NOTE CR2022-004J PROJECT MGR.: D.R.O. JOB NO.: 382.008-22 t~ '$ ELECTRONIC DA TA ALES ARE FOR DONALD R. ORIE DATE APPROVED: JASON S. GELDERT CONTRACTOR TO VERIFY THE EXACT RCE S3838 EXP. 12/31/24 f/; - REFERENCE ONLY AND ARE NOT <ii No. S3838 ji,; TO BE USED FOR HORIZONTAL OR LOCATION OF EXISTING UTILITIES IN .... r ENGINEER OF WORK: ~ 5c} ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE VERTICAL SURVEY CONTROL. THE FIELD PRIOR TO CONSTRUCTION! REVIEWED BY: EXP. 12-31-24 O""aa ,. ,. I CHKD BY: I DATE: ~ .J'&uc~~'<: DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. ©2023 O'Day Consultants, Inc. DONALD r .. ORIE RCE: S3838 INSPECTOR DATE !fOF~I~-ENGINEER OF WORK REVISION DESCRIPTION OTI-lER APPROVAL SUP 2022-000! 539-48 CITY APPROVAL RVWD BY: DocuSign Envelope ID: 66212B1D-0E1A-4AAD-8809-ED167E68F8C1 8/3/2023 Orie Engineering2 Structural and Bridge EngineersORIE2 STRUCTURAL BRIDGE 9750 Miramar Road, Suite 310 San Diego, CA 92126Fax: (858) 586-0911 D D ON LA E IORR. Digitally signed by DONALD R ORIE Date: 2023.06.27 13:52:56 -07'00' • co • 0 I r--- 7-"rYI. 4x6 POSTS,~ EQ. SPACED :u 1f D iS~ 1 Ok4x3/ II II I I J u iS! 1 Ok4x2/ /_ / 2x5 ·KJp RAL_/ NOTES: 4x12 FLAT DECKING 24' -o" 1. BRIDGE IS LOCATED WITHIN GOLF COURSE AND AN ACCESSIBLE ROUTE IS NOT PROVIED TO THE BRIDGE. -- • co • 0 I r--- ; = - 4x6 POSTS,- 6, ~o• l 'P. EQ. SPACED C JR' ED II II C JR' ED x6 TOP RAI I~ HI S1 )x' x3 i') I II H S1 )x' x3 1' 4x12 FLAT _J DECKING 20'-o" NOTES: ~(2) HSS4x2x3/1 , SEE EB I = I - 1. BRIDGE IS LOCATED WITHIN GOLF COURSE AND AN ACCESSIBLE ROUTE IS NOT PROVIED TO THE BRIDGE. □ CART PATH □ ' 20· -o" , 4xl 6'-0" TY P. ,, EQ . SPACED POSlS,1 4 = - -,-~ 7 ~s 'o) 4x /i ~ --~ -7 / I Ill / I / / ;---, I II I " _! ss v~ = 0) 4x :/_ --. ; -a f---,--,-,----= - -~ -~ -,--~ -,-,_ - - - II I/ I I I = ss 0) 4x J~ j_ 2x / TOP RAIL_/ x12 FLAT~ I ' ~CKING NOTES: 1. BRIDGE IS LOCATED WITHIN GOLF COURSE AND AN ACCESSIBLE ROUTE IS NOT PROVIED TO THE BRIDGE. = I= I=: = r(4) HSS4x2x3/1 • co " • O') CART PATH c'., ~ 0 ~CL~LNE: v~74~'-0" PEDESTRIAN BRIDGE #1 ® ~CL~LNE: Vl1 74~1'-0~ PEDESTRIAN BRIDGE #2 © ~CL~LNE: v~74~1'-0~ GOLF CART BRIDGE ----------------------------------------------------------,-----------------------------------------------------------r----------------------------------------------------------- I NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NOTES: 1. ALL WOOD SHALL BE P.T.D.F. #1 2. ALL STEEL SHALL BE SHOP PRIMED AND PAINTED TO MATCH EXISTING BRIDGES CURVED HSS10x4x3/8 a.. (/) <l'. f- (.!) :3 . (/) .... zz <l'. c::J i::~ (/) [D (/) w _J PREPARED: APRIL 12. 202.J NOTE ~ CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN ' I THE FJELD PRIOR TO CONSTRUCTION! ©2023 O'Day Consultants, Inc. 1 x4 FLAT SLATS, TYP. N .... DESIGNED BY: DRAWN BY: PROJECT MGR.: QBQ R.H. D.R.O. ENGINEER OF WORK: Q.,,11Q DONALD R. JRit. • 0 I -:..- DATE: OCTOBER 2022 SCALE: AS SHOWN JOB NO.: 382.008-22 DATE: RCE: S3838 2 5 "AS DONALD R. ORIE RCE S3838 EXP. REVIEWED BY: INSPECTOR NOTES: 1. ALL WOOD SHALL BE P.T.D.F. #1 2. ALL STEEL SHALL BE SHOP PRIMED AND PAINTED TO MATCH EXISTING BRIDGES a.. Cf) i'.§ s; ':..-Cf) zz <l'. c::J i:: ~ (I) CD Cf) :':J CURVED HSS10x4x3/8 TYP. BUILT" DATE 12/31/24 DATE 1 x4 FLAT SLATS, TYP. N .... DATE INITIAL ENGINEER OF WORK r,;yA __ tt:7s1M. REVISION DESCRIPTION NOTES: 1. ALL WOOD SHALL BE P.T.D.F. #1 2. ALL STEEL SHALL BE SHOP PRIMED AND PAINTED TO MATCH EXISTING BRIDGES HSS10x4x3/8 TYP. DATE INITIAL DATE INITIAL OTilER APPROVAL CITY APPROVAL 1x4 FLAT SLATS, TYP. • 0 I r") • 0 I LO I S4ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT CRADINC PLAN FOR: OMNI RESORT GOLF COURSE BR/DC£ PLANS ANO ELEVATIONS CR2022-004J APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE I CHKD BY: I PROJECT NO. DRAWING NO. SUP 2022-000! 539-48 RVWD BY: DocuSign Envelope ID: 66212B1D-0E1A-4AAD-8809-ED167E68F8C1 8/3/2023 S3 S3 S3 S3 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. STEEL: FABRICATION AND ERECTION TO CONFORM TO A.I.S.C. LATEST EDITION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" EXCEPT AS OTHERWISE SHOWN OR SPECIFIED. QUALIFIED AND CERTIFIED WELDERS SHALL BE USED FOR ALL WELDING. WELDING TO BE PERFORMED IN THE SHOP OF A STATE LICENSED FABRICATOR. ALL WELDING TO CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE A.W.S. D1.1. MATERIALS: STRUCTURAL STEEL SHAPES A.S.T.M. A992 or A-572 (Fy = 50 K.S.I.) STRUCTURAL STEEL CHANNEL & ANGLES A.S.T.M. A-36 STRUCTURAL STEEL PLATES A.S.T.M. A-36 STRUCTURAL STEEL PIPES A.S.T.M. A53 TYPE E OR S, GRADE B WELDING ELECTRODES A.W.S. A-5.1 OR A-5.5. (E70XX) ANCHOR BOLTS A.S.T.M. A-307 TYPICAL STEEL CONNECTION BOLTS A.S.T.M. A-307 MISCELLANEOUS BOLTS A.S.T.M. A-307 GALVANIZING A.S.T.M. A-123 RUST-INHIBITING PRIMER TT-P-645 A.S.T.M. HSS-STEEL TUBING A.S.T.M. A-500, GRADE B (Fy = 46 KSI) HOT-DIPPED GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL AND CONNECTORS EXPOSED TOWEATHER. TOUCH UP DAMAGED GALVANIZING WITH GALVALLOY AFTER ERECTION IS COMPLETE. CONNECTED MEMBERS SHALL BEAR ONLY UPON UNTHREADED PORTIONS OF BOLTS. BURNING OF HOLES IS NOT ALLOWED. INSPECTION OF WELDING SHALL CONFORM TO C.B.C. REQUIREMENTS (CHAPTER 17) AND AWS D1.1. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. ALL STRUCTURAL STEEL SURFACES TO RECEIVE SPRAY-APPLIED FIREPROOFING OR TO BE ENCASED INCONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE,GREASE, ETC. OPENING SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED. Orie Engineering2 Structural and Bridge EngineersORIE2 STRUCTURAL BRIDGE 9750 Miramar Road, Suite 310 San Diego, CA 92126Fax: (858) 586-0911 D D ON LA E IORR. Digitally signed by DONALD R ORIE Date: 2023.06.27 13:53:50 -07'00' FOR FOOTING & SEE EB HSS CONN. - '½(~~ ~~~ ~~y ½(~~ 0~*y //~% %<~ ~~ ~*y V/u Y')v~ //~, '\: />:: /-< = 0 I LI) A ' (6) #5 w/ 12" HOOK INTO FTG. #3 HOOPS @ 4.5" O.C. 1 "-0" • I I/ .,,/ • • --0 --e-c= n o- ~ ~ • ,,,. , ~~ ~~ "» ~ ½(~ .. • •. ~~~ ~/ij/ ~» "'* y~ ~~«< ~»/>" 1/' 'A 11-611 l DIA. 3" MIN. COVER • • • SECTION A-A ' = N -....... - 0 I . - = 0 I N PREPARED: APRIL 12. 202.J ~ NOTE!! NOTE ELECTRONIC DA TA ALES ARE FOR CONTRACTOR TO VERIFY THE EXACT REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR LOCATION OF EXISTING UTILITIES IN ' I VERTICAL SURVEY CONTROL. THE FIELD PRIOR TO CONSTRUCTION! ©2023 O'Day Consultants, Inc. 1 '-011 (3) #5 CONT., T&B 2' -o" DESIGNED BY: QBQ DATE: OCTOBER 2022 DRAWN BY: R.H. SCALE: AS SHOWN PROJECT MGR.: D.R.O. JOB NO.: 382.008-22 ENGINEER OF WOiK: ()..,;_17(1 DATE: - DONALD R. OF.:E RCE: S3838 2" 0 • • N w (.!) 0 a:: CD EMBED. PL <C 1/2x10x10 w/ C'>I (_) -....... LL (4) e'° DIA. x 8" -_J 0 WELDED STUDS -(.!) -I ~ N = N -....... ---I I") #3 TIES @ 12" O.C. "AS BUILT" DONALD R. ORIE DATE RCE S3838 EXP. 12/31/24 REVIEWED BY: INSPECTOR DATE )> )> 4x6 POST CL c3 = -st- (2) SIMPSON SDS1/4x3.5 SCREWS, EA. CONN. • • I • 2x6 TOP RAIL : I • 4x6 POST 1 x4 PICKETS VIEW A-A ~ L3x3x1/4 CONT. :::;; ATTACH 4x12 DECKING w/ (2) 1/2" DIA. CARRIAGE BOLTS (GALV.) PER EACH 4x 12, SEE "DECK BOLTING PLAN" (2) #10 x 2" FLAT HEAD WOOD SCREWS, EA. CONN. ~ El!===#==tlll' 3116 2.,_12,, WELD ANGLE TO HSS (2) §" DIA. (GALV.) A307 BOLTS AT EA. RAILING POST BRIDGE BEAM ------1 PL 1/2x6x6 w/ ( 1) 1" DIA. A307 TH RU-BOLT 1 1/2" TYP. + BRIDGE ABUTMENT DATE INITIAL ENGINEER OF WORK ......___ EMBED. PL 1/2x1Dx10 w/ (4) ~" DIA. x 8" WELDED STUDS REVISION DESCRIPTION CL "' c3 N -X X -st- <C z :::;; w w ':st-~ -....... -CD 4x12 DECKING DATE INITIAL OTI-lER APPROVAL = N -....... CL -~ N II 11 4 II 11 4 = -st- 4 -....... II 11 I - <.O II I• I ~ L3x3x 1 / 4 CONT. DECK BOLTING PLAN DATE INITIAL CITY APPROVAL L3x3x1/4 CONT. ATTACH 4x12 DECKING w/ (2) 1 /2" DIA. CARRIAGE BOLTS (GALV.) PER EACH 4x 12. SEE "DECK BOLTING PLAN" 3116 2,,_12., WELD ANGLE TO HSS >---~f-+--< TYP 3/16 HSS4x2xrs PER PLAN I S5ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT CRADINC PLAN FOR: OMNI RESORT GOLF COURSE STRUCTURAL BRIDGE DETAILS CR2022-004J APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/24 DATE I CHKD BY: I PROJECT NO. DRAWING NO. SUP 2022-000! 539-48 RVWD BY: DocuSign Envelope ID: 66212B1D-0E1A-4AAD-8809-ED167E68F8C1 8/3/2023