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HomeMy WebLinkAboutDWG 542-4A; PD 2023-0009; WILLIAMS RESIDENCE; 01-12WILLIAMS RESIDENCE 1 12 PD2023-0009 542-4A $XJXVW 9/19/2024 9/19/2024  JCN GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF COND/TTONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE: THE DEVELOPER OR ENGINITR-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI. 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 CERTIFICATE OF INSURANCE AS WE'LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE: A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TTNG GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGRITMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINITR DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND 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 AND THE TTTI.E 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 FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 'M THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VE:RIFICA TTON REGARDING ADHERENCE TO RECOMMENDA TTONS OU1LINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE: OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CA TTONS " ATTACHED TO THE PRELIMINARY SOILS INVE:STTGA TTON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCVQN MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHAii BE ATTENDED BY All REPRESENTAVVfS RESPONS/BlE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE ,WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE: A DA TE: AND TTME FOR THE PRECONSTRUCTTON MEETING. APPROVED DRAW1NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REQUESTS OTHER THAN FOR PRECQNSTRL/CVON /,/FETING W l BE MAQF RY CAI IING lliE ENGINEERING 24=HQ!IR IN$PECDQN REQIIFST I INF AT CZBOl 4J8 J891 INSPECTION RFQI/EST Ml/ST BF RECf/1/fQ PRIOR m 2· 00 PM ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TE:R. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE: AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA TTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA TTON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE: FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA TTON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TTTI.E 8 CALIFORNIA ADMINlsTRATivt CODE, 1HE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA TTON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA TTON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATTON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TTONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS W,L CEASE IMl,/EDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA TTONS CONDUCTED ON THE SITE: OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE: HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT S1REETS AS A RESULT OF THE GRADING OPERA TTON. 22. IMPORT MA TE:RIAL SHALL BE OBTAINED FROM, AND WASTE: MA TE:RIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHAll, BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUJES OR ADJACENT S1REETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE: A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE: APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TTME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. D:\DRAWING ALES\TITLE SHEElS\GRADING Till£ SHEET.DlMl REVISED:01/05/18 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. NIA , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GATTON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE W1TH THE LANDSCAPE MANUAL TTME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA TTON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND 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 ANO LOCA TTON OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WE'RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENTTON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA TTON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTTLITTES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. J2. THE CONTRACTOR SHALL VERIFY THE LOCA TTON OF ALL EXISTING FACILITIES ( ABOVE: GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTI. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TTONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SIT BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE: THE WORK WITH A COMPANY REPRESENTA TTVE:. UNDERGROUND SERVICE ALERT SOG&E AT&T TTME WARNER CABLE COX COMMUN/CA TTONS CITY OF CARLSBAD(STRITTS & STORM DRAIN) *CITY OF CARLSBAD(SEWE'R, WA TE:R & RECLAIMED WA TE:R) *SAN DIEGUITO WA TE:R DISTRICT *LEUCADIA WASTE:WA TE:R DISTRICT *VALLECITOS WA TE:R DISTRICT *OLIVE:NHAIN WA TE:R DISTRICT *BUENA SAN/TATTON DISTRICT • AS APPROPRIATE: J4. PERMIT COMPLIANCE REQUIREMENTS: ! 8001422-41 JJ BOO 411-7343 BOO 892-0123 760 438-7741 619 262-1122 !760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 (760 753-6466 (760)726-1340 x1JJO A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE: TECHNICAL AD VICE, OBSERVE: AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TTNG ALL GRADING IS COMPLETE:. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GATTON ARE INSTALLED IN CONFORMANCE 'MTH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE: QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDA TTONS OUTI.INED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YE:AR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES 'MLL BE REQUIRED FOR ANY SUCH RECHECK. J5. IN ACCORDANCE WITH THE CITY STORM WA TE:R STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE:WA TE:R DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TTSFACTTON OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE: EXERCISED RESPONSIBLE CHARGE OVE:R THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE: ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: K&S ENGINEERING INC. ADDRESS: 7801 MISSION CENTER CZ: SU/1E 100 CITY, STA TE:: <'All ,.. 0?1fl'1 ' TELEPHONE: 1"'01 ?o" ·"""" r _,, 17 fl . BY: KAMAL S. SWEIS ,-1 11 £!"~,-' (NAME OF ENGINEtRf I R.C.E. N0.:_4.,_,B,,,5""92,,__ _______ --'----- REGISTRA TTON EXP/RA TTON DA TE:: ~6/,~J=0-12=0=2=6 ____ _ SOILS ENGINEER'S CERTIFICATE /, STEPHEN J. COOVER , A REGISTERED (CIVIL/ GEOTE:CHNICAL) ENGINEER OF THE STA TE: OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE: WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF JANUARY 2019 AND MARCH, 2QJ.Jl TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN TO SUBMITTED THE OFFICE OF THE CITY ENGINEER, ADDITTONALL Y A MEMORANDUM LETTER DA TED JUNE 26, 2023 AND A RESPONSE TO CITY Of.,£,Af,LSBAD REVIEW COMMENTS LETTER DA TED FEBRUARY 12, 2024 H'"" -<>ffN ,l,Pll,1)1(•~~ TED TO THE PROJECT. ~io\Es~4 SIGNED: -LLY. ~:--__, 7-/,, ,;--v • .y"' STEPHENJ (~ G£/P£ N-0· GE 2057 fl :;:; COOVER ~ . . . . .. -=a..==:......,_ ________ _ 1§ 2057 ~r DA TE: 1--" <rlsd..-~ \ ,, El<i. Date ,-, Ii" * LICENSE EXP/RA TTON DA TE:: J>,-'OrEC'rtl-1~,:< 41-, ~F r~l,11)"-" OWNER'S CERTIFICATE SEPTEMBER JO, 2025 I ( WE' ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR l'r1LL BE RETAINED TO SUPERVISE OVE:R-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT /DEVELOPMENT IS SUBJECT TO A STA TE-REGULA TED SWPPP, I (WE') ALSO AGREE A QUALIFIED SWPPP PRACTTTTONER (QSP) HAS BEEN OR WILL BE REfAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. Jj C MituunA- GREGORW°itbi:Ms (PRINT NAME BELOW LINE) DATE EROSION CONTROL NOTES 1. If'! CASE EMERGENCY WORK IS REQUIRED, CONTACT ___ GR_E_GO_R_Y_C._WI_LL_IA_M_S __ AT 1619) 25J-1J11 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TE:RIALS SHALL BE STOCKPILED ON SITE: AT CONVENIENT LOCA TTONS TO FAC/LITA TE: RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STATE: SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WA TE:R QUALITY CONTROL BOARD, THE CONTRACTOR'S QUALIFIED SWPPP PRACTTTTONER (QSP) SHALL UPDATE: AND MAINTAIN THE WA TE:R POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE: COND/TTONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE: AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATTSFACTTON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITTONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER AND/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 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE: A HAZARDOUS CONDtnON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 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 PROTECTIVE: DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE: (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA VE:L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRA TE:. 11. SHOULD GERM/NA TTON OF HYDROSEEDED 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 J5.O2J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA TTON, STA TE: OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GATTON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA TTONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VE:RTTCAL) 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: 1 WHEN ANY OF THE FOLLOWING COND/TTONS EXIST: a. NOT SCHEDULED FOR IMPROVE:MENTS(CONSTRUCTTON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED Bi THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE: ANY SPECIAL COND/TTON IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE: TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTTONAL SYSTEM OF LOW PRECIPITA TTON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREA TE:R THAN 8 FEET IN HEIGHT SHALL BE WA TE:RED BY A CONVE:NTTONAL SYSTEM OF LOW PRECIPITA TTON SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GATTON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GATTON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. 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 MILLEFOL/A e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA TTONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DR/LUNG OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTTFICA TTON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WE'mNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 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 HYDRAULICALLY APPLIED FIBER 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. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE: OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TTON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLA TTE:R THAT ARE sumCIENTI. 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 PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SITO BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE COND/TTONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY LAND SURVEY METHODS FROM /NFORMA TTON GATHERED ON MAY 1 ' 20...lL_ BY K&S ENGINFERING INC VICINITY MAP CITY OF OCEANSIDE HIGHWAY, 7e PACIFIC OCEAN NOT TO SCALE CITY OF VISTA 'AVE~ t l rs1rE ~ -CITY OF ENCINITAS , ABANDONMENT NOTES PARTTALL Y COMPLETED PROJECTS SEEKING TO INDEF/NITEL Y STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPl£MENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SA TTSFACTTON OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOVtfNG: 1) PERMANENTI.Y STABILIZE ALL SLOPES (>5%) -70% COVER VtfTH WELL-ESTABLISHED, SUSTAINABLE, NON-WE:ED VE:GETA TTON (SEE CITY LANDSCAPE MANUAL FOR GUIDEUNES) IS CONSIDERED ADEQUATE. 2) PERMANENTI.Y STABILIZE FLAT AREAS (,t;:5%) -70% COVER VtfTH WE:LL-ESTABLISHElJ, SUSTAINABLE, NON-WE:ED VE:GETA TTON (SEE CITY LANDSCAPE MANUAL FOR GUIDEUNES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. J) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE: DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NA TTON, KEEPING THE SITE FRIT FROM UTTER ACCUMULA TTON AND VE:GETATTON GROWTH, AND REMOVING ANY 111.EGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. INDEX OF SHEETS 1 TTM SHEET 2 FULL SITE: PLAN AND DEMOL/TTON PLAN J BASEMENT GRADING SHEET 4 FIRST FLOOR GRADING SHEET 5 SECOND FLOOR GRADING SHEET 6 SITE: SECTIONS 7 TTER 2 SWPPP EROSION CONTROL PLAN 8 TTER 2 SWPPP EROSION CONTROL DETAILS 9 RETAINING WALL DETAILS 10 RETAINING WALL DETAILS 11 RETAINING WALL DETAILS LEGAL DESCRIPTION LOT 735 PER MAP 7367 OF LA COSTA MEADOWS 04 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARA TTON OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TTME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. NIA DATE:D, _ ____,_N,.,t.,_,A __ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA TTONS BY GEOSOILS, INC. -DA TED MARCH 1, 2019 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTA~,COMMISSION DEVELOPMENT PERMIT COND/TTONS DATED N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA 10. STORM WA TE:R POLLUTION PREVE:NTTON PLAN PREPARED BY NIA DATED N/A SW NO. __ N,.._/A __ WDID NO. 9 375 _-'-'N~l,A~-------- 11. STORM WATER MANAGEMENT PLAN PREPARED BY NIA DATED _.,_.,N'--'IA"---Sl'MP No,__,_N,,,t.uA __ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE: BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL PROPERlY LINE RIGHT OF WAY (ROW) STREET CENTERLINE EXISTING MAJOR CONTOUR LINE MINOR CONTOUR LINE TREES RETAINING WALL PROPOSED ------- BUILDING FOUNDATION WALL SEPARATE BUILDING PERMIT M M M M M BUILDING BASEMENT WALL RETAINING WALL SEPARATE BUILDING PERMIT K ZS ZS ZS ZS ZS ZS J j RETAINING WALL CONTOUR DAYLIGHT LINE SDRSD C-05 STRUCTURAL DETAILS ON SHEET 9 TO 11 DIRECTION OF FLOW (1.0% MIN) 6" PVC PIPE @1.0% MIN. (UNLESS OTHERWISE NOTED) SDR35 6" ROUND INLET CONCRETE PAVEMENT (PARKING AREAS 5.5" & PATIOS 4") BUILDING FOOTPRINT AREA SLOPE (MAXIMUM 2: 1) (NDS OR EQUAL) SEE SOILS REPORT FOR ADDmONAL INFORMATION) STRAIGHT HEADWALL TYPE B SDRSD D-32 POST-CONSTRUCTION BllP TABLE ----l[illl,1----, ....... ·-,-,-1- 0 1· ................... ·1 .................... ·····-· ····-· ·-···· •• .................... ....... ...... ...... .. .................... y y y QUANTITY 180 SF 565 SF 1JO LF B EA 1,165 SF 2,328 SF 1 EA PROJECT DESCRIPTION CONSTRUCTION OF 2,718 SF OF A TWO STORY SINGLE FAMILY RESIDENCE PROJECT ADDRESS 2723 CAZADERO DR, CARLSBAD, CA 92009 REFERENCE DRAWINGS WA TE:R & SEWER TM 2887-4 STORMWATER REQUIREMENTS THAT APPLY: ~ STANDARD STORMWATE:R REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS EXEMPT FROM TRASH CAPTURE? ~ YE:S □ NO EXEMPT FROM H YDROMODIFICA TTON? ~ YE:S □ NO TYPE DESCRIPTION O11NERSBIP MAINTENANCE SHEET NO MAINTENANCE EARTHWORK QUANTITIES 1-------+-------+-----1----A_GREEMENT ____ 1------·-+--FRE_Q_UE_NCY_---1 DEVELOPER CUT: 165 CY NAME: GREGORY C. WILLIAMS FILL: ~ CY IMPORT: 0 CY ADDRESS: 2723 CAZADERO DR, EXPORT: 81 CY PHONE NO.: (619) 253-1311 REMEDIAL: 340 CY BENCH MARK DESCRIPTION: CITY OF CARLSBAD SURVEY CONTROL ROS /727/ LOCA TTON: STA VON Cl SB-OJI 2001 l S 62/5 RECORDED: FEBRUARY B 2002 ELEVA TTON: ~5=6-2=J-J _________ DA TUM: NA VIJBB EQUATION FROM NAVDBB TO NGVD29 ELEV. FOR R.O.S 17271 SUBSTRACT 2.16 [560.171 OATUM:[NGVIJ297 TOTAL LOT AREA --~2...,7"'8.,,8,,.0__,S""F ____ _ TOTAL DISTURBED AREA = 5 515 SF (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE: WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAmc, SOIL/GRA VE:L PILES, UTTUTY TRENCHES. BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA -1,760 SF TOTAL PROPOSED IMPERVIOUS AREA INCLUDING REPLACED AREA = J,J10 SF "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR fSHml CITY OF CARLSBAD 1-----+---+----------------1------+--+----1---1 l__J ENGINEERING DEPARTMENT 1----1----+----------------+------ll-----+---+-----I GRADING PLANS FOR: DAlE DAlE I SHEETS I TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP --------------•t---+-----1----------------+---+-----t---+----t , ... -0014 APPROVED: (2723 CAZADERO DR.) Till C' JASON S. GELDERT ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-400-12-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 342 E_~16=9=6 _______ _ K&S ENGINEERING, INC. Planning , E.99~,iini\'ring} •• Surveying •.L~=:=:=:=:::1::::=============================1=====:====:=====~===:::: rc~~~E!~=if=~~~~~==;jroj~i,ii~~ ~ /( /f ~ •• ENGINEERING MANAGER RCE 63912 EXPIRES DA 1E &. DWN BY: " I PRO.ECT NO. I DRAWING NO. 7801 Mission Center Court, Suite' 100 San pi'ego, CA 92108 DAlE INITIAL REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL CHKD BY: __ _ (619) 296 5565 Fax: (619) 296 5564 ENGINEER OF WORK OTIER APPROVAL aTY APPROVAL RVWD BY: Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 A 6 A 6 B 6 B 6 C 6 C 6 D 6 D 6 E 6 E 6 2FULL SITE PLAN AND DEMOLITION PLAN WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN f XISTING CURB-OUTLET J J6?J9 lir, 1C).J~✓--ff--__ -28.0 -----------+-28.0 -+rs::--+-f -1 ~;; f---18.0 ----+1--T 10 IXI~-fj" C-:.l,R7 _ _./ <"> C}, I•? LLJ lXS. WA.ll-t 'o ., C:[-:J\I (' N· ,, ~· ... "' 0 ' p ~ ,-.. z ISTING CURB-OUTLET FXIST. '.~F1N=-R -.. I Li'--cf•,',_ \ I "v "v I I I I I I I I I II I II ' ' " " " " ' EXISTING D [CH \ . . ' ,;, . ' .. ' • 7,i:~ . • • - '4724 x47l.4 . 472~0FS . x472.7 • ' \ • / / / x473.0 ·• .. ¥ ... · .. ' . . '•· ••. __ ', ' I I '"d)i,;.~.~1' ------ --- 7801 Mission enter ( 619) 296-5565 ,✓-­ ✓--- ✓/------ \ \ \ \ \ PROPOSED R TAINING ~u.\'l .....,."+--1,tER STRUCl\JRAL DETAllS 0,,v<--""l"I ' EET 9" TO 11 -- I I I \\ I I I \ \ \ \ \ \ I I I I I , I I \ :1,., I I I ~Yo., ~~_;~-Jt':JP~EXISllNG, ~ETAINING I _ TO Bf ~OVED IL::J.LI ~-4;:9'.:3-~05-~1r --0 --1---1 10.0 -\ I-lO. SEWER 1 I DRAINAGE I EASEMENT I I "' \ EASEMENT PER MAP ~ ~~•~ I r 7367 \ ------- 1 \ ◊ \ \ I ' ... I ', \ "' !" ' & I ' I ' . \ ! ./ .J ///' ----------- ----------- I I I PROPOSED RETAINING WALL PER STRUCl\JRAL DETAILS or I SHEET 9 TO 11 \ \ ◊ I I ENTIRE ilSTING I I RETAINI G WAILL TO ~E R MOVED \ I \\•ill ◊ 01~ I I ~,·:g I \ ◊ 't \ I I I I I I I I ,\\~ \ I 1i)-----T I I I I I \ ◊ \ \ I I I \ I \ ◊ I I I I I I I I ___ . .,.... -__ .,.;... 10 5 0 10 SCALE: 1 "=10' I I I "AS BUil T" RCE___ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 1--------.f----+-----------+--+----+---+----t I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARlMENT ;:;G;:;;~;:;:A;;;:Dl;;;;;'NG,::;;;:PLANS;:::;:;:;;;;:::FO;;;;;R:;;::::::================::..:::====:::; (2723 CAZADERO DR.) FULL SITE PLAN AND DEMOLITION PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES DAlE n Diego, CA 92108 619) 296-5564 DA 1E INl11AL ENGINEER OF WORI< REVISION DESCRIPTION DA 1E INITIAL DAlE tllTIAL DlHER APPROVAL Cl1Y APPROVAL ~i Bi~; ---._ __ P_R_o_J_Ec_T_N_o_. -~II DRAWING NO.I Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 3 BASEMENT FLOORCONSTRUCTION NOTES WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN PROPOSED RE AINING WAU. iiijiC:iii iiiili.::::ijiiiiiiiii!L~~~~PER SDRSD C 5 I - EXISTING REJA!NING WAU. TO R"El.mN t> 7% 'v 47.2.90FS ~- ~ .. // 'v I> \ \ \ (D 6" PVC STORM DRAIN PIPE @ 6" ROUND INLETS NDS OR EQUAL @ RETAINING WALL PER SDRSD C-05 (±) RIDGE LINE AT 493.05 ELEVATION I> @ BASEMENT PER SEPARATE BUILDING PERMIT @ GARAGE PER SEPARATE BUILDING PERMIT (D STlRAIGHT HEADWALL TYPE B PER SDRSD D-32 I> @ RETAINING WALL PER STlRUCTURAL DETAILS ON SHEET 9 TO 12 5 EXIST. WOODE BOARDWALK AND BELOW DI H TO REMAIN IN PLACE EXISTING HOUSE 2.5 0 5 SCALE: 1 • =5 ' cy / /I' REMOVE XISTING RET AININ WALL REMOVE ORTION OF EXISTING ETAINING WALL & RECONS UCT TO NEW TOP OF WA ELEVATIONS WAU. PER RAL ~NS BUILDIN PERMI NEW LAND APE AREA PERVIOUS URFACE REMOVE EX T. STAIRS AND· .. ·R··.ET· ..• w!s WITHIN DlSTURBED REA \ 2n FLOOR LIMIT \ FFE=493.16 I I 111 I I I I ~ fr 492.BO~G 490.75E ; I i __ l -~- I 0 ... 4 ~ 0 492. TG 490.BOIE \ "' 492.BOTG \490.90IE "' • c'ii 3! ;ii 0 -493.05 - y j 92.80TG 4 1.10IE ' I ' ' ' 492.BOTG 491.30IE I " \ \ \ \ \ i--,--+-10.0 \ \ \ \ GE EASEMENT AP 7367 \ \ \ \ \ \ ', \ \ "~\ \ "\ \ \. \\ \\ \ ! \ "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR I I DA TIE DATIE I I I I f-----f--+------------+--1----1----1----I I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARlMENT l---+--t---------------1---+----ll---+----I ::;;G:;;:~:;:;AD;:::;JN;:::;G::.,!:;P::;:LANS::::::::::;:::::::;FO:;:R:;:=:::::::::::::::::=:::::::::::::::::::::::::==:::::::!.!:::::::==::::::! ~ K& S ENGINEERING, INC. &J Planning . Engineer'ng . Surveying (2723 CAZADERO DR.) BASEMENT FLOOR GRADING JASON S. GELDERT 7801 Mission n Diego, CA 92108 (619) 296-5565 Fax: 619) 296-5564 1----11--+ ....... ---------------l----l--4----1----1 =EN~GINEERl~~N=G:cll~AN~A=GER=i~RCE==6=391~26JEEXPITTR7ES~==,ro1~DilAlE~~5 DAlE INl11AL DAlE iNiTI•· I OWN BY: ... __ P_R_o_JE_c_T_N_o. _ __.ll DRAWING NO.I ,._ DAlE tllllAL CHKD BY: --- ENGINEER OF WORI( REVISION DESCRIPTION D1HER APPROVAL Cl1Y APPROVAL RVWD BY: Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 4 FIRST FLOORCONSTRUCTION NOTES WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN ■ - ---:XISTI ' RETAINING + PROP ED RETAINING WALL ~ REMOVE ~XISTING RETAININ WALL \J WALL TO REMAIN T 'v 'v I> ~~"-'---• •. ',;>( ~------_-_-------fl_/ --\ \ 39 (#~ \\ /-,_ .., .____,,, I x471. 4 I> l 'v :::,,r.._ / < . I> \J. I> 'v -I> \ (D 6" PVC STORM DRAIN PIPE @ 6" ROUND INLETS @ RETAINING WALL SDRSD C-05 x:472. 4 'v t> 'v 'v G) RIDGE LINE AT 493.05 ELEVATION 'v t> @ RETAINING WALL PER STRUCTURAL DETAILS ON SHEET 9 TO 12 @ FIRST FLOOR PER SEPARATE BUILDING PERMIT • • j \ \ __ -.--.\ \ ¥-~-----· - 'v ---~ -~j\ ... ,_· ... .'··, ..... '·, •• .: / •/ \ \ EXISTING HOUSE • • ·"-. .. --~-. \ \ t-, I> \: V \ 'v \ \ \ 5 2.5 0 \ SCALE: 1 "=5 ' x4734 t> ' \ 5 \ 'v I> ~RST F.LOOR BUILDING BEAM 'P ER ARCHITECTURAL ~NS EJ:'ARATE BUILDING FlqRMll) \ EXIST. P'i?o~ EQUIPMENT ro~E L \ • DECK ELEV. TOP 479.90 ~ • • . /; -t>. ~ /" ~ x4730 'v > x473 I It\ .d I ! ~ " REMOVE ORTION OF EXISTING ETAINING WALL & RECONS UCT TO NEW TOP OF WA ELEVATIONS ·----. ··-<., ___ _ NEW LANDS APE AREA PERVIOUS URFACE I I • . . t : \ \ __ , \_ '•. '·.__ \ WALL PER\ \_ .> .TUIML PLANS,_./ •. r-~--'~ 1 492.8 T 490. IE \ . • -1 -, _C\__ 1 ! I !-" I fr I \ \ \ \ I I I I I I I I I I I I u \ \ \ I I I I I I lll)IG UCnJR L x4875 RA TE. BUILDING-PERMf \ \ ·-. \ '· .. _ ·--., \/ 492.BOTG 490.75E 492.BOTG \ 490.90IE ~ . '7. " " ~ " PROPOSED ST AIRS PER ARCHITECTURAL PLANS (SEPARATE BUILDING PERMll) Cf l /,. 7801 Mission enter (619) 296-5565 I I I I I I • I I I I I I I I I I I "'---~ I I I I I I I I . • • \_/ i ' :' .\ ,,/\ i \1/-,,. \I\_.\ I \) ·:--\~~\\ / I I x488. I !@':) ~~:\{JC{'. • \ \.,. / '--·<• ~--1 I I -)~'./ '•ii_ \'-I I '{!_:JJ. I "' I I~ i __ I _@ - -"'· --~ -493.05 - .... ~ I~ I I~ -~;, : • • • I • I • • • • • • I • I • • • I \I I I I I I \ 4 2.BOTG 4 1.10IE 2 I I I \\ I I I 0, I • I -0 •• ,;i I I -0 ''ii •. "' I I (D--J'•,. I I x495.2 • •. I I I I I I I 492.BOTG 491.JOIE RCE __ _ REVIEWED BY: INSPECTOR ~-H -10.0 ----1 RAI AGE EASEMENT MAP 7367 \ \ \ \ \ \ \ \ \ \ ! \ "AS BUil T" EXP, ___ _ DATE DATE I I I 1---1---1-------------+--+-+--+----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTIMENT ::;;G;;;;~:;:;AD;;JN;;G;!::;P;;LANS:::;::;;;~FO~R:~==::::::::::::::::::==::::::::====:::::::..::::==::::::; n Diego, CA 92108 Fax: 619) 296-5564 DA TE INl11AL ENGINEER OF WORI< DA TE INITIAL REVISION DESCRIPTION DTHER APPROVAL DAlE tllllAL C11Y APPROVAL (2723 CAZADERO DR.) FIRST FLOOR GRADING JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES DATE ~i Bi~; ---L--P-R_o_J_Ec_T_N_o_. _ .... 11 DRAWING NO.I Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 5 SECOND FLOOR CONSTRUCTION NOTES WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN ■ PRO OSED RETAINING WALL FOR RAGE DOOR - STING RETAINING W TO REMAIN CD @ Q) @ ® @ @ . t> 'v t> \J \ t> \ \ 6" PVC STORM DRAIN PIPE 6" ROUND INLETS 'v \ \ RETAINING WALL PER SDRSD C-05 'v \ l'liTH 36 PSF /FT SELECT FILL MATERIAL RIDGE LINE AT 493.05 ELEVATION 'v t> 'v I> \J. 'v t> t> RETAINING WALL PER STRUCTURAL DETAILS ON SHEET 9 TO 11 SECOND FLOOR PER SEPARATE BUILDING PERMIT SECOND FLOOR BALCONY PER SEPARATE BUILDING PERMIT EXISTING HOUSE 5 2.5 0 5 -----, SCALE: 1 "=5 ' REMOVE XISTING RETAININ WALL \ \ 1ST. WOODEN OARDWALK EMAIN IN P AC,c.----~ -------------- ... . ..•. : \J EXIST. POCJl7 EQUIPMENT TO • R'l!'AI DECK ELEV. TOP. 479.90 /; ·I>. ~ /" 'v ~ OVE EXISTING _.--c"____,,__ _ __,_,L AINING WALL /\~ \\ \ / \ REMOVE ORTION OF EXISTING ETAINING WALL & RECONS UCT TO NEW TOP OF WA ELEVATIONS 780 I Mission Center (619) 296-5565 Fax: " PVC PIPE TO RAINAGE DITCH R OVE PORTION EXI TING RETAINING WALL & CONSTRUCT TO EW TOP OF WALL ELEVA ONS REMOVE EXIS NG RETAINING W LL 4 8.87 497.50TW 91.50 \t::,;;--"\::::=:--lr-~----'S;;---.✓---~-• --4 ~ 1 I 1 ,_._ - BUILDING WA P.E.R ARCHITECTURAL P1.ANS (SEPARATE BUI ·lt--lGf'ERMIT) '•\·-_··._._·_ ••... I I I I I I I I I I I I I I I I I \. \ . \ \ \ ·, c.~ I J. 1 -,..,.,-/ -- CD--.._ I E "I '(' I 492.SO~G 490.75E \ 2/ 492.SOTG \490.90IE I _I ---493.05 - I J\f ..., 'ii CD--.._ ; \ 492.80TG 4 1.10IE 493.10TW 488.50TF 2/ ' ' \\ ' ' "' ' . ' ' .,, ,..::. ,o ' ' .,, ' 'ti '. (Tl 0 _, '-'li-\\P•, RO POSED RETAINING WALL !JILDING WALL PER ARCH. ', LANS (SEP ARA TE BUILDING , ERMIT) ',, 'v...__,, I ' ' ' 493.05- ' I ' ' ' ' 492.80TG 491.30IE '\ 498.87TW 491.50TF I \ \ \ I I I I I I I I u \ \ \ I I I I I I I ' \ I \ I 1--\--\--10.0 ---1 498.87TW 491.50TF \ \ \ I PROPOSED RETAINING ~~C~RAL ~HEETS NEW LANDSCAPE AREA PERVIOUS SURFACE 497.50 498.87TW '~ 495.50 497.50TW 491.SOTF 493.50 495.50TW 489.50 491.50TF GE EASEMENT AP TJ67 "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR I I I \ DATE DATE I I 1----1---1---------------+--+-+--+-----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARlMENT ::;;G;;;;~:;:;AD;;JN;;G;!::;P;;LANS:::;::;;;~FO~R:~==::::::::::::::::::==::::::::====:::::::..::::==::::::; n Diego, CA 92108 619) 296-5564 DA 1E INlllAL ENGINEER OF WORI< DA TE INITIAL REVISION DESCRIPTION DlHER APPROVAL DATE tllllAL C11Y APPRDVAL (2723 CAZADERO DR.) SECOND FLOOR GRADING JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES DATE ~i Bi~; ---L--P-R_o_J_Ec_T_N_o_. _ .... 11 DRAWING NO.I Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 6 WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN ~~~:s~fW WALL PER DETAIL g ON SHEET 11 487.SOTW EXIST. GROUND /Y Ir PROFILE -SECTION SCALE: f-KJRIZ: 1"=5' A-A VERT: 1 "=10' PROPOSED FINISHED GRADE PL 11.0 ___ _! I~ REMOVE PORTI RETAINING WA(]_N &OF EXISTING PRP. RET 498.871W WALL PER DETAIL g ON SHEET 11 491.SOTW RECONSTRUCT WALL ELEVA TIO~ NEW TOP OF ROOF ELEVATI lST FLOOR FFE 483.10 ~ ON=479.90 b /5'~ : - - -= = = = ==;-i ~/<7,<_<(/17/!/r o/ u_ EXISTING POOL EC 7 I I ,/~{ -_ __±?3.1 O FFEUIPMENT -_jJ ,+-~-EXIST. GROUND -~~/ '' ««<::<«'>);;~ >8;; . . / ;,;"/{{/,A ., •• , =-- ,,;::<,0· · 7 ,<(<1/,/>: ', • 7 0Y½')./,<(<»'C:::' r, r,.;, " -.... ,,:·,.:-../ /v/<'/, - BASEMENT U FFE 473.0 EXIST. 24"Xl2• 483.20TW L ~~5:a8[CH PROFILE -SECTION c-c toTE: * WATERPROOF AND PER ARCHITECM~E8; FOOTll'I, DETAILS * SEE ARCH! TE BUILDING PLANS STR CMAL PLAN LCllRAL DETAILS S FOR BUILDING SCALE: HJR IZ: 1 • -5, VERT: 1 "=10' -- PL I ·~- -Tl- ~ C ~ fr I I I I EXIST. HOUSE FFE=473.00 I I .-"-J , -rt ~a~n~gENEGnlNEERING, INC · g1~eey ng • , A -. • Surveying 7801 t.tission Center Court Suit , (619) 296 5565 ' e 100 ~n Diego, CA 92108 Fax: (619) 296 5564 PROPOSED PATIO FFE 473.00 ....... , ... -.... ..-~ .. ,. DA 1E INITIAL ENGINEER Of WORK LJ /1\ SCALE: HORIZ: 1 "=5 • 8-8 VERT: 1"=lO' NEW GARAGE FFE 473.10 PROFILE -SECTION D-D SCALE: f-KJR I Z: 1 • =5 • VERT· 1 "=10' REVISION DESCRIPTION \_ EXISTING WALL TO BE REMOVED -~~~:a~-fW WALL PER DETAIL g ON SHEET 11 491.SOTW DA 1E INlllAL DAlE INlllAL OTHER APPROVAL CITY APPROVAL PL I I 12.0----'· ~~~:s~fJ;-WALL 7 PER DETAIL g ON SHEET 12 491.50TW PL 10.6----• - -EXISTING TO BE PR~JgTEBOARDWALK D IN PLACE '--EXISTING WALL TO BE REMOVED RCE REVIEWED BY: " AS BUil T" EXP. (2723 CAZADERO SITE SECTIONS DR.) DATE APPROVED: JASON S. GELDERT ENGINEERING MANAGER DWN BY· n CHKD BY· RVWD BY: RCE 63912 EXPIRES DATE I PROJECT NO. 11 DRAWING NO.I Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 SITE DESIGN WILLIAMS RESIDENCE 12 PD2023-0009 542-4A 7  JCN TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REOUJREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REOUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REOUIRED, CONTACT: GREGORY C. WILUAMS Ottr{FR AT (TEL.NO.) (619) 253-1311 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MOD/RED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE REOUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS COND/110N. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN AVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40:C). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS. UNANISHED ROADS. AND SLOPES. 10. ADEOUA TE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY. TO PROVIDE SUfflCIENT PROTECTION FROM RUNOFF OUR/NG RAIN EVENTS. II. ADEOUA TE SEDIMENT CONTROL BMPs MUST B£ INSTALLED AND MAINTAINED. 12. ADEOUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST B£ INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125:C OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES. MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REOUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEANED AS A 40:C CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REOUEST, THE O'NNER/DE'IELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE O'NNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA 'IE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, ANO LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEOUA TEL Y PROTECT PRIOR TO A PREDICTED RAIN E'IENT. FOR LARGER SITES. GRADING SHOULD B£ PHASED. IT MAY B£ NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOl+E'D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS .IJJ}I SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST B£ STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENE'IER THERE IS A 40:C CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEOUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50:C CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REOUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP llQRK N07/CE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN E'IENT OF GREATER THAN 50J; AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST B£ REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PRE'IENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT JS DEANED AS A FORECASTED, 40:C CHANCE OF RAIN BY THE NATIONAL IIE'A THER SERVICE}, IN ADD/110N TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL Kf'A THER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITA TION JS PREDICTED ( 40:C CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE UM/TED TO GRA 'IEL BAGS AND SILT FENCES. A MINIMUM OF 125:C OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA'IE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED 'IEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "IIE'A THER TRIGGERED ACTION PLAN~ AN ADEOUA TE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "IIE'A THER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION I. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: I ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO 'IERTICAL) OR STEEPER WHEN THEY AR£· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING COND/110NS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIAED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA 'IE ANY SPECIAL CONDITION IDENTIAED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING IOD:C CO'IERAG£ b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% CO'IERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPRO'IED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DE'IELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING THE NUMBERS. TYPE. AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEI/EL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLO'IER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOL/A e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d. e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL B£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIACA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C Kf'mNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0 WITH 15:C SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE D AREAS TO B£ HYDROSEEDED SHALL B£ PREPARED PRIOR TO HYDROSEEDING: I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I. b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFRCIENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COi/ER/NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT CO'IERAGE OF GRADING SLOPES (90:C COVERAGE) PRIOR TO OCTOBER I, THE SLOPES SHALL BE STABIUZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE O'NNER/APPUCANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS. LANDSCAPE AND /RR/GA TION PLANS. AND IMPROVEMENT PLANS AS REOUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs c:: -:§ ~ ,!l 5i -"' -"' 5i "' "' "' c:: !l Is 0 0 -~ ~ ,2' E Is ~ Is -2 ~ !§ -.E .E ~ ,g. .. -"' ., 0, -~ ,!! -.s ::, t, "' -.. .... "' c:: .. .s .s ., ., ., g ,z "' c:: ., o-"' g. .. <'3 !I! -Best Management Practice* .. "' ~ .s; "'0 co 2-~ !s ., .§ ill ill j ~ ;£_ ., c:: "' ., "' ., ~ .s ~ ~ -li !l -i -.Q~ 1 I .s ~ "' ~ "' co ., "' ., i "0 ~ ., c:: ., 5i 5i (BMP) Description ➔ ~ ., (/') ~ ., ea ]~ ~] c:: c:, -., -=!; (I) & -'a "' (/') .s ]~ 65 "' "' .. i ~ .g ~ ., E ~ "' "" 5i c:, co 0, c:, ·-., -c:, "' ~ a:: -~ "' -·-,!! -., I "" cto -., l 11 -~ ~ .,,-.!? .5 ·"' "' ~ ~ 0, al :!§ ..i:: "' i 11 ] '@ §] ·-., il !~ "' " 0, "' ., ill ., ::, ~ Cl) """' c:: "" ~~ .l:, "' "' "' "' 0 "' 0 ...... !; §-~o :s ~ il "' ., 0 ·s: .. .E ""!s ·-c:: ~I c§j Cl) .fa 0 ,._ "' -0 Jj 00 o e --ct~ ~ i ~cS ~ ti ~ <'3 en~ en ct en& ~8 0 ~o ~ti ~ ~(J 0 "' ::c: <il (/') .s lE o.. 0.. (/') (/') ~ CASQA Designation ➔ "' "' "-co 0, -..., "' "' "-co 0 "' ..., "-co -"' ..., "' "' <O co --<O ---I I I I I I J, ~ ~ ~ ~ ~ ~ ~ I I J., J., J., J., I I I I I I I Construction Activity cl cl cl cl cl cl Vl I!: I!: ~ ~ ~ ~ il il il il il il il Grad in a /Soil Disturbance X X X X X X X X X Trenchinq/txcavotion X Stockoi/ina X Drillinn "'orinn N/A Concrete/Asohalt Sawcuttina X Concrete Flatwork X Pavina N/A Conduit/1-'ioe Installation N/A Stucco/Mortar Work X Waste Disposal X X Staaina/l.av Down Area N A Eauioment Maintenance and FuelinaN A Hazardous Substance Use/Storaae N A Dewatering N/A Site Access Across Dirt NIA Other (fist l: N/A Instructions: I. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top af the BMP Table is a list of BMP's with it's corresponding California Starmwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend ta use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for infonnation and details of the chosen BMPs and how to apply them to the project. LEGEND {DELETE ITEMS NOT USED ON THE SITE MAP) DESCRIPTION SYMBOL OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWI..EDGE THAT I MUST: (I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A 1-V/D THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A 1-V/D THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND PACIFIC OCEAN (CAL TRANS) GRA \'EL BAGS BARRIER SC-6 &: SC-8 ~ AT ALL TIMES. COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. SILT FENCE SC-1 ABER ROI.LS (STRAW WATTLE) SC-5 STORM DRAIN INLET PROTECTION SC-10 VEGETATION STABILIZATION PLANTING, SS-2, SS-4 HYDRAULIC STABILIZATION HYDROSEEDING OR SS-3 BONDED OR STABILIZED ABER MATRIX STREET SWEEPING AND VACUUMING SC-7 MA TERI AL STORAGE WM-1, WM-2 SPlll PREVENTION CONTROL l'tM-4 CONCRETE WASTE MANAGEMENT Wll-8 -FR-FR- fill ==l> GREGORY C. WIWAMS OWNER(S)/ OWNER's AGENT NAME (SIGNA7URE) IE K&S ENGINEERING, INC. &J Planning . Engineerng . Surveying 7801 t.tission (619) 296-5565 Fax: n Diego, CA 92108 619) 296-5564 DATE DATE 7e NOT TO SCALE CITY OF VISTA tl,¢?,~ .s.-~~ ....... -----r ~o,{il, CITY OF ,c>------\4 MARCOS SAN CITY OF ENCINITAS VICINITY MAP SHEET INDEX: SHEET I: TITLE SHEET SHEET 2: EROSION CONTROL PLANS APN: 215-400-12-00 SITE ADDRESS: 2723 CAZADERO DR, CARLSBAD, CA 92009 AREA OF DISTURBANCE AREA OF DISTURBANCE 5,515 SF S.F. SITE {THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA Y.5} CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER OUALITY (CHECK BOX}: igi HIGH □ MEDIUM OWNER/APPLICANT: NAME: GREGORY C. WIWAMS ADDRESS: 2723 CAZADERO DR, TELEPHONE NO.: (619) 253-1311 EMERGENCY CONTACT: NAME: GREGORY C. WIWAMS ADDRESS: 2723 CAZADERO DR, TELEPHONE NO.: (619) 253-1311 SOLID WASTE MANAGEMENT WM-5 ~~~~~~~~~~~~l ™™ l:-H:·H·:H·:H·+:+H:+H fsHEE1l CITY OF CARLSBAD I SHEETS I .--------------------------------1 l__J ENGINEERING DEPARlMENT SANITARY WASTE MANAGEMENT DIRECT RUNOFF TO PERVIOUS AREAS SUSTAINABLE LANDSCAPING Wll-9 NAME OF PREPARER: KAMAL S. SWE'IS QUAUACATION OF PREPARER_· ~Q=SD~------- ADDRESS: 7B01 MISSION CENTER CT S#100 SAN DIEGO, CA 921 QB PHONE NO.-(619) 296-5565 4B592 SIGNATURE: R.C.E:./CERT. Na. GRADING PLANS FOR: (2723 CAZADERO DR.) JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES DAlE 6/30/2026 UC. EXP. DATE DATE ~i Bi~; ---._ __ P_R_o_J_Ec_T_N_o_. _ ..... II DRAWING NO.I 10/24/2024 10/24/2024 Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 WM-1WM-5WM-9 WM-8 8 11 SOURCE CONTROL 30 DAYS. CONSTRUCTION DOES NOT START IN HYDROSEED DISTURBED PAD AREA IF NOTE:CODE SYMBOL LEGEND: DESCRIPTION CONSTRUCTION BMP'S PD2023-0009 542-4A SITE DESIGN WILLIAMS RESIDENCE  JCN 10 5 0 SCALE: 1 "~10' llJ > 0:: 0 0:: llJ I 10 >-----18.0 ---+-+-.-10 I• ~0 [X s-. '.5" CU(G & ::_J_, I llR ::->s,_!1--------:;4. --- :=,: ,,f:_;,-(J: 6/i ;,;,, -~: fJ.9//(,·-/-----. l:X:S. Sl'v\'l--<. L!-.ER/\L I/ • I I ' x47z7 . 'r7t7m7J "' 'W.Ll.i.f..lJ . x".,/72. 4 .• . "' \ -.::_. CrJ . \1. \J\ t -~,[_) . - . \ ' LOT 786 MAP NO, 7887 X47J4 ' x472.9 \ \ \ \ x4710 ( \ \ T - \ \ \ \ \ EX 5:0A I I I I I I I I I \ ,:; ',±: :f'_>ccc__ ___ ___ 7801 t.tission Center ourt, Suite 100 (619) 296-5565 Fax: n Diego, CA 92108 619) 296-5564 .'0-· ' \ \ - + - + f - I I+ - I + I II + + + , x195.2+ \ f-/ I , - + ..... --1-i+ + I +' 4---:\ + -.. I I ~ + I 1-i+.c-J-I -1--+ I I+ " I -7 + T T I + - /' ////// I \ \ \ \ \ / I I \ \ \ \ \ \ I I I I I I I ◊ ----t--1 10.0 ~ I--10.0 I DRAINAGE I ~~SEMENT I I EASEMENT PER MAP PER MAP I 7367 7367 I \ ◊ \ I I I I I I \ ◊ \ \ I I I '~ \ • 010 I GRA I/EL BAGS BARRIER SILT FENCE FIBER ROLLS (STRAW WAffiE) STORM DRAIN INLET PROTECTION VEGETATION STABILIZATION PLANTING, HYDRAULIC STABILIZATION HYDROSEEDING OR BONDED OR STABILIZED FIBER MATRIX STREET SVtllPING AND VACUUMING MA TERI AL STORAGE SPIil PREVENTION CONTROL CONCRETE WASTE MANAGEMENT SOI.JD WASTE MANAGEMENT SANITARY WASTE MANAGEMENT DIRECT RUNOFF TO PERVIOUS AREAS SUSTAINABLE LANDSCAPING (CALTRANS) SC-6 & SC-8 SC-1 SC-5 SC-10 SS-2, SS-4 SS-3 SC-7 WM-1,WM-2 WM-4 WM-5 WM-9 SD-B ISO-I I SD-K -FR-FR- dt ==I> ~~~~~~~~~~~~I mm 1nm:m:::m:w:::mn::::::::w:m "' p ,,; I :g , 1" \ I NOTE BUILDING DESIGN FIEAlURES THAT DISCOURAGE ENTIRY OF PEST CONSIDER USING PEST-RESISTENT PLANT, DESIGN LANDSCAPE TO MINIMIZE IRRIGATION AND RUNOFF TO PROMOTE SURFACE INFILTIRATION WHERE APPROPRIATE. I I \ I I \ I I I I FIRE SPRINKLER TEST WATER SHAil DRAIN TO THE SANITARY SEWER. SIDEWALK SHAil BE SWEPT REGULARLY. DEBRIS FROM PRESSURE WASHING AND WASHWATER CONTAINING ANY a..EANING AGENT SHAil BE DISCHARGE TO THE SANITARY SEWER AND NOT DISCHARGED TO A STORM DRAIN SYSTEM. l------+----------------------,1-------1I SHEET I CITY OF CARLSBAD I SHEETS I ::;;;;;::;:;;:;~:::;;;;:::;::;:;:E:;;:N::;:;G;;IN;:::EE::R::IN::G::::::::::OE::P=A::RlM::::E:::::N=T=====-=====::::: GRADING PLANS J'OR: DAlE INl11AL DAlE INl11AL DA 1E INl11AL ENGINEER OF WORK REVISION DESCRIPTION 01l£R APPROVAL CllY APPROVAL (2723 CAZADERO DR.) TIER 2 SWPPP EROSION CONTROL ENGINEERING MANAGER RVWD BY: ---1 CHKD BY: JASON S. GELDERT RCE 83912 EXP. DAlE PROJECT NO. Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 9 GRAVEL BAGS N.T.S. (MAXIMUM INTERVAL 10') N.T.S. INTO A STEEPER SLOPE SLOPE WHERE IT TRANSITIONS INSTALL A FIBER ROLL NEAR ( 1 2 " ) MI N MAX 1.2 M (48" MAX.) WOOD STAKES SPACING 19MM19 MM X ( 8 " ) MM MA X VARIES 200 MM MIN. FIBER ROLL FACE OF THE SLOPE MEASURED ALONG THE VERTICAL SPACING TYPICAL FIBER ROLL INSTALLATION FIBER ROLLS ALONG A LEVEL CONTOUR. 1.2 M M A X NOTE: INSTALL FIBER ROLL TYP. A A ( 48" ) ( 8' ) 10 0 30 0 M M ( 16" MIN. ) ( 3/4" X 3/4" ) ( 48" ) 8" MIN 3/4" PONDING HT. PONDING HT. STEEL OR WOOD POST 36" HIGH MAX., TYP. 14"8" RUNOFF 14" GRAVEL TYP. ATTACHED SECURELY SIDE OF POST, TO UPSTREAM FILTER FABRIC RUNOFF BACKFILL. TRENCH WITH NATIVE BACKFILL W/COMPACTED 4"X6" TRENCH TRENCH WITH GRAVEL RUNOFF PONDING HT. INSTALLATION WITHOUT TRENCHING ALTERNATE ANCHOR DETAILS TYP. 12" MIN HEIGHT, TYP. STORAGE STANDARD ANCHOR DETAIL 9" MAX. SEDIMENT N.T.S. SILT FENCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4 IN (10 CM) FILTER FABRIC WIRE SLOPE 1.2 M M A X CONCRETE WASTE MANAGEMENT WM-8 WILLIAMS RESIDENCE 12 PD2023-0009 542-4A  JCN SECTION A-A < ---- -ii"----'---0<;.,, f iif~~~~~1~ '? CONCRETE WASHOUT AREA BERMEO CONTAINMENT AREA 10 MIL PLASTIC LINING 1. EXCESS AND WASTE CONCRETE SHAil NOT BE WASHED INTO "lliE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRffi AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE 3. PROVIDED ON SITE. SLURRY FROM CONCRffi AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. - GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS AC1S AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED NOT TO SCALE GEOTEXTILE BLANKET OR WIRE MESH SHEET FLOW LESS THAN 1 ACRE JiQIES. GEOTEXTILE BLANKET OR WIRE MESH DRAIN INLET ,_ ' I I= '-I I ,_ • '-=I I I=- 12"± 12"± SECTION A-A DRAIN INLET ' ' -III - - - t t PLAN j GEOTEXTILE BLANKET OR WIRE MESH 1.-FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILJZA nON AND SEEDING ARE PENDING. 2.-NOT APPLICABLE IN PAVED AREAS. 3. -NOT APPLJCABLE WITH CONCENTRATED FLOWS. STORM DRAIN INLET PROTECTION N.LS. 1-------1---------------------1 SHEET I CITY OF CARLSBAD I SHEETS I ::;;:;;;:;::;;::;~:;;;;::;:;;;:E:::N::;;:Gl;:;:N;;:E::::ER=IN::G::::::::::D::::EP=A=R=lM::E:::N=T=====-=====::::: GRADING PLANS FOR: (2723 CAZADERO DR.) IE K& s ENGINEERING, INC. ~ Planning _ Enginee ng . Surveying TIER 2 SWPPP EROSION CONTROL JASON S. GELDERT 7801 Mission (619) 296-5565 Fax: n Diego, CA 92108 619) 296-5564 DA 1E INITIAL ENGINEER OF WORI< REVISION DESCRIPTION ENGINEERING MANAGER RCE 63912 EXPIRES DATE DA 1E INITIAL DAlE tllllAL O"lliER APPROVAL Cl1Y APPROVAL ~i Bi~; ---._ __ P_R_o_J_Ec_r_N_o_. _ ..... II DRAWING NO.I Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 DESIGN CRITERIA: WIND SEISMIC WILLIAMS RESIDENCE 12 PD2023-0009 542-4A 10  JCN GBERALNO,ES I. 11-E COIIRACT~ Eil-lALL \IEl<IFr Dt'EN51CN5 Al-0 511E COC,ITICl.f. ES C\4. 6T~ING ialCll'iK Al-0 11-E DE6~ Eil-lALL eE NOTIFIED IM"EDIA"IE. 'T' Cf .dN'l" DISCfa",o!ICIE6. IN NO CASE Eil-lALL Di1"916ICN5 eE 6C.<\i ED l9i;C:t'1 R..<!N6, SECTICNS, ~ DETAILS CN Tl-ESE Dli!AI-IIN::6. 2. ALL CM651CN5 AND CCIR.IC1'6 eE1I-EEN 11-E VAR!OJ6 a.a-em; Cf 11-E ~ Dli!AI-IIN:i6 AND ~ 6FECIFICATICN5 Eil-lALL eE eR:I..IGl-!T TO 11-E ATT&!TICN Cf 11-E EN::ilNEER e&C\4. ~ EEi ,,r-t:, 1-111'1-1 AN'T' ialCll'iK 60 INVCL. \IED. 3. NO F'IFe ~ CUCTS 51-1ALL eE FL.ACED IN ~Ml I 5 '"I.E55 6FECIFICAI.L 'T' 5I-ICI-N ~ N01l:D CN 51R.ICI\.IRAI. ~-NO 51R.ICI\.IRAI. 1 a ElEFi: 5I-IALL ee asr FOi< F'IFe, CXJCT6, ETC., LN.E66 NOll:D. 4. 11-E COIIRACT~ Eil-lALL "'DE"'I l:Fii""""'1n-E 11-E LOCATICN Cf E><l6TI['(; UTILITY E9<YICE5 IN 11-E Al-EA TO eE l:XCAVAlED f'Fiil~ TO eEG~ Cf l:XCAVATICN. !;. ALL ~IP Al,[) MA1El'<IAL6 Eil-lALL ~ TO 11-E ~IFiS'-&lt5 Cf 11-E 21Z116 EDITICN Cf 11-E 'CAI..IFC1sNIA aJILDING c:c:oE'. 6. COIIRACT~ SWILL SUB11T !SE~ STEEL SHOP~ FOi< f;EVIEW ES C\4. rrer aCATICN Al,[) IN5TALLATICN. 1. 11-EeE DRAH1ltroi., kLi I eeNT 11-E RNl51-ED 51RJC1\.IF<E Al-0 DO NOT INDICAlE 11-E i"ETI-IOD Cf CCN511'i!JC"TTCN. 11-E COIIRACT~ 15 FiEef'CN51eLE FOi< ALL ~ ~ 51-1Cf<1['(; AND .Jui I Cl<I NECE65 ARY" TO .ACl-lle.E 11-E FINl51-ED 5~ FQUN;>ATIQNB NOi :e I. MAXl1'111 DESIGN SOIL F'l'566UF<E, -~3/D~rtXl)~ __ P_5F __ CONTINUOU5 FOOTINC!s5, -~2=fZJ=rtXl)~-~P~5F~_ PAD FOOTINC!s5: -----~P~5F~_ 2. &EE 50IL6 F<EFORt 6'T', PF<OJECTNO.: ADVANCED Gl:OTECI-INICAL 60LUTION6, INC. 16fZJ!;-fZJ2 •6•4 DAlED, FE6RJAR'T', ~. 2fZJl8 3. ALL FOOTINC!s5 TO 6E A MINIMUM OF, ~61:LOI-I NATURAL GRADE 18' 61:LOI-I FINl51-1 GRADE 4. FINI51-1 EXCAVATION~ FOUNDATION 51-IALL 6E NEAT AND Tia1E TO LINE 1'111'1-1 LOO&!: MATERIAL F<EMOVED FROl'1 EXCAVATION. !;. THE FOOTING EXCAVATIONS 51-IALL 6E KEPT FF<EE FROl'1 LOOSE MATEJ;ilAL AND STANDING 1'1ATER AND, 61:FOF<E AN'T' FOOTING CONCF<ETE 16 PLACED, 61-lALL 6E Cl-lECKED AND A~ 6'T' A QUALIFIED GEOlECI-INICAL ENGINEEJ;i TO IN5Ui;il: COMPLIANCE 1'111'1-1 Tl-IE F<EGlUIFEMENT6. 6. SIDE OF FOUNDATION MA'T' 6E POUF<ED A6AIN5T 5TA6LE EARTH <U.O.N.) 1. METHOD OF OOFPORTII-IG F<l:IIIFOi;iCING PIPE SLEEVES MUST 6E AFPi;iOVED 6'T' Tl-IE 5Ti;iUCTURAL ENGINEER 8. CONTi;iACTOR 51-IALL Pi;iolECT ALL UTILITY LINES, ETC., ENCOUNTEF<ED DURING EXCAVATION AND 6ACl<FILLING. ~-CONTi;iACTOR TO 6J;iACE °" ~CT FROl'1 LATERAL LOADS ALL F<ETAINING I-IALL6 UNTIL ATT AC!-IING FLooi;i& OR 6LA66 AF<E COMPLETEL 'T' IN PLACE AND HAVE ATTAINED FULL 6TF<ENGTI-IP!'i! 61-IEATI-IED. 10. FOOTING 6ACl<FILL AND UTILITY TF<ENCl-1 6ACl<FILL 1'1ITl-llN 6UILDING AF<EA 51-IALL 6E MEC!-IANICALL 'T' COMPACTED IN LA'T'Ei;i6, FLOODING I-IILL NOT 6E FEJ;iMITTED.<U.O.N.) FEtEOFlCNl STEEL I. li!E6AR GRADES 51-IALL 6E, A. '4 AND SMALLER, GRADE -4/D AT 1'1ALL l FOOTlr-t:, F<E6AR GRADE 10 <A106) AT ALL TIE fiil:6AR 6. '5 AND LA~R, GRADE 60 2. CGlNCl<ElE COVER FOi< li!E6AR 51-IALL 6E: A. c:a!IICRElE POUfiiED AGAINST EARil-i, 3' 6. CGNCl<ElE EXP06ED TO 1'11:ATI-IER, I. '5 AND SMALLER. ~• 2. ,._ AND L~R, 2' C. c:a!IICRElE NOT EXF06ED TO 1'11:AT!-IER, I. '11 AND 9MALLER. ¾" 2. '14 AND LA~, ~• 3. RE6AR DETAILING AND PLACEMENT 51-IALL 6E IN ACCORDANCE 1'1ITl-l Tl-IE 'MANUAL Cf STANDARD PRACTICE' 6'T' Tl-IE l<Eill&'ORCING 61EEL IN6TITU1E. 4. VERTICAL 6AR6 51-IALL 6E TIED IN PLACE AT Tl-IE TOP, 60TTOM AND IN I ERMEDIAlE POINTS FER C6C Cl-lAPlERS l'3 AND 21. !;. ALL fiiE6AR. ANCI-IOR 60L T6, DOI-IEL6 AND INSERTS 51-IALL 6E 1'11:LL SECUfiiED IN POSITION PRIOR TO PLAClr-t:, CCNCl<ElE. 6. CCNTRACTOR 51-IALL SI.IElMIT fiiEIIIFOl<CING 61EEL 51-IOP ORA1'1Ir-t:,6 FOi< fiiEVl&I 61:FOfiiE FA6RICATION AND INSTALLATION. 1. 1'11:LDING OF l"El~lr-t:, BARS 51-IALL ~ TO ~5 Dl.4-1?)!;. EWXX ELECTRODES 51-IALL 6E U6ED FOi< 6AA TO 6AR l E1£>XX ELECTRODES 51-IALL 6E USED FOi< fiil:I~I1-IG TO 5T1'<IJC'lllRAI. 51EEL. MASONIY N01ES (CBC a-tAPTel 21) I. CONCl.:ETE MA60NR'T' WALLS 6!-IALL HAVE A MINIMUM 28 DA"T' COi II f.:E661VE 6Ti'ENCr.Tl-l OF r'm • l!;rtXI) PSI. COi II f.:E661VE 6Tf.:ENCr.Tl-l OF MA60NR'T' MUST 6E VERIFIED 6"T' PRISM TE6TINas PRIOR TO AND DURINas CONT6TRUCTION A6 6FEClf"IED IN C6C SECTION 210!;. SPECIAL INSPECTION 15 REQUll.:ED UNLE55 OT!-lef.!WISE NOTED ON Tl-IE FLANS OR DETAILS. 2. CONTl.:ETE MASONR'T' UNITS S!-IALL 6E MINIMUM MEDIUM WEIGi-iT UNITS CONFORMINas TO A6TM C ~fZJ, T"T'F!= I, I-IIT!-1 MAX LINEAR 6!-IRINKAGE OF fZJ.fZJ6% 3. MORTAR 6!-IALL 6E T'T'FE '6' OR•~•. CON~INas TO C6C TA6LE 21,z,!;.2.2.l.2 (MINIMUM l~fZJ PSI AT 28 DA"T'6) AND TO A6TM C 1142. 4. ALL GROUT 6!-IALL MAINTAIN A MINIMUM COi ii l.:E&elVE 6Tf.:ENGT!-I OF I~ PSI AT 28 DA"T'5. GROUT 5!-IALL 6E PROPORTIONED AND WITH 5UFFICIENT WATER FOR POURING WITHOUT 5Ea.f.:Ea.ATION OF a.ROUT CONSTITUENTS. !;. ALL CELLS 6!-IALL 6E SOLID a.ROUTED UNLE55 OT!-lef.!WISE NOTED ON Tl-IE FLANS. 6. ALL HORIZONTAL 1-:EINFORCMENT 6!-IALL 6E PLACED IN 60ND 6EAM OR LINTEL 61:AM UNITS. 1. Wl-lEN GoRO..ITINas 16 6TOPl0 EP FOi'< ONE l-lOJR OR LONasER, HORIZONTAL CONSTRUCTION JOINTS 6!-IALL 6E FOfi<MED 6"T' STOPPING Tl-IE GoRO..IT FOUR I½' EIELOI-I Tl-IE TOP OF Tl-IE UFF!:RMo&T UNIT. 8. ALL 60ND 61:AM 6LOCK 6!-IALL 6E 'DEEP CUT' UNITS. ~-PROVIDE INSPECTION AND CLEANOUT l-lOLE6 AT 6A5E OF VERTICAL CELLS l-lAVINas GROUT LIFTS IN EXCESS OF 4'-fZJ' IN l-lEIGI-IT. 10. ALL GROUT 6!-IALL 6E CONSOLIDATED WITH A MECI-IANICAL Vl6RATOR. 11. ANCHOR 60L TS MUST 6E SET WITH TEMPLATES AND l-lELD IN PLACE PRIOR TO Gfi<OUTINas. PROVIDE AT LEAST ONE INCi-i OF GROUT 61:TWEEN ANCHOR 60L T AND MA50NR'T' WALLS. D:\DRA'MNG FILES\llllE SHEETS\GRADING llllE SHEET.DWG RE'\!1SED:01/0S/16 CONCFETE NOTES: I. ~ IN ALL ialCll'iK Eil-lALL l-lA'vE THE FOl..LCW1l,t;, ULTIMAlE CCI I I:a:::w:~ 6~Tl-l AT 28 DA'T'6 E)«;Spt A611CDIFIED 6'T' Tl-ESE NatE5: A. 5LA6 ON GRADE (NO 5P. IN5P.J --------~Eli-I 6. FOOTINC!s5 2W Ff/I C. I-IALL6 22"! e&I D. POST TENSION 5LA6 Flil E. GRADE 6EAl16 (G6'6) Ff/I F. CAl660N6 Ff/I 2. LICll-ll' 1-EICll-ll' ~ Eil-lALL eE Alfi< ENTRAINED AND l-lA'vE A DEN5IT'T' ~ Cf 16 R::F MAX1M.l1 AND 100 R::F MINIM.N. 3. ca I I 5511/E 511'eGTl-l lE5T R.I Cl<l5 5I-IALL eE aa11TTED TO THE ~ H-81 ~ ~lfiil:6 6FECIAL INSFt:CTICN.(SFEC. INSP. 1'41LL EE i.EC:IJIF<ED FOi< ALL cot. 1'l,F'C Gl'<EA~ 1J.16N 2!;elZ) P51.) 4. CE1"ENT 5I-IALL ~ TO A61M C-15£), TYFI: I ~ TYFI: 11. !;. KGl>fiAAlE6 FOi< NOFa1AL 1-11:ICll-ll' ~ Eil-lALL ~ TO A61M C-33. Kwl>fiAAlE FOi< LICll-ll' 1-11:ICll-ll' ~ 5I-IALL ~ TO 6. l"EAD'T' MIX~ e1-l4LL EE MIXED Al-0 DELIVEF<ED IN ACCORDANCE I-IIT!-1 A61M C-94-el. 1. .IIOMl><TIJRE5 MA'T' 6E ueED 1'41Tl-l 11-E f'Fii!C... A I I-0.;,l,I.. Cf 11-E ~NEER ADMIXlUl'iE <CCl"R. 'T'lr-t:, 1'41Tl-l A61M A494) USED TO INCl"EASE 11-E ~LITT" Cf 11-E ~ 51--IAL.L NOT 6E CCN61DEl<ED TO l"EDUCE 11-E 6FECIFIED MNIHJ1 CE1"&1T ca-rTENT. <CALCIIJ1 Q.l.C)f;!IDE 5I-IALL NOT EE USED). 8. WAlER SWILL EE Cl.EAN. Fl.eE FR:f1 DELE1El'<IOJ5 AMa.NT Cf ACIDS, AU<:Al.I5 ~ Qlu4NIC MA1ER!AL6. '3. IW & TO AFO-l1TEC1IRAL. ~ FOi< MOLD5, GR:)OvE5, ~. Q.IP5 ~ GR:UO& i.EC:IJIF<ED TO 6E CAST INTO~ AND FOi< EX1e.rt Cf DU l-t.Z6ICN5, 0Rl6, AND~- [II). oa,,eL5 eE1H:&I FOOTIN::o5 AND WALL5 5I-IALL eE THE 5A1E 5121:, GR'OE AND 6FACIN:ls A6 vERrlCAL I-IALL !SE~ (U.O.N.). II. 51.1.t'FS, 11-E MAXIHJ1 eL.UMP 5I-IALL NOT EXCSED 4' FOi< l'001Ni5, a.tee CN EAFffl-1 AND MA65 ~AND!;' FOi< 011-ERca,QO;ElE. ™ Tti i"EMTUl"E6 A60IIE e/ZI F, MAXIMUM Cf 6' SLUMP I6 ~S6IeLE FR:JV1DED THE MIX DESIGN 16 f;EVISED ACCORDII-IGL 'T' 6'T' THE 1E511N'.i L/laORATORr. J-EAeLF<E eL.UMP IN ACCORDANCE 1'4111--1 'l1:l1--10D Cf lE5T FOi< SLi.l'"P Cf R:lR11..ttND CE1"ENT ~ A61M Cl43. 12. NO SLEF\/E6 ~ Cl-lOSES Eil-lALL 6E Fl ¥ED IN eEA16, 51 Ae6 ~ 1"I1\1..L6 E)«;Spt A6 5I-ICI-N Q4 f'U!NS. ~~ SWILL 06TAIN ffil~ A 11:C.AJ.. FOR IN5TALLATICN Cf AN'T' ACOITIONAL 51.EE\IE6 ~ Cl L•SES NO CCNDUIT 51--IAL.L EE FL.ACED IN 11-E ~ TCf'P11't!s Oo/1:R STEEL DEO(IN:i,. 13. 5LEEVE F1...l.l"elN:: a=ENIN:i6 IN ~ I-II\LL6 AND 51 .6e.;; ES C\4. FlACIN:ls ca,QO;ElE. $0 ISEN=c:;ifi[;EMENT ~ SI.EEVEe. 14. ~I1-IG COFi1'6i5 Cf 51 Ae&, eEAH6, WALL6, CCI..UMN6, ETC. Ei1-1ALL eE F01'il ED I-IIT!-1 A I' Cl--ltil1"ER. P.;. COIIRACT~ 5I-IALL ei.a1IT MIX~ FOR f;EVl!:1'1 eaa.t. FAef;!ICATICN AND IN6TALLATICN. 16. IN THE E\181/T Cf All 1.NINT8'ITICNAL cctD JOINT, 11-E COIIRACT~ Eil-lALL FW10vE ALL LAI-re-a AND DELITRla.15 MA1ER!AL TO FlsOYIDE A ea.t-P~ SU1"1",!CE Al-0 USE A ec:N:)IN::i A:;BIIT 11--L",T F1i::t> ICE6 A 1--IIGI-EF! 6-n.&tsTI--1 JOINT 1J.l6N 11-E ~ USED • PC + 2!:>% MINM.M. n. ~ co-,ei;i 5I-IALL 6E IN ....:.cc,.;oANCE 1'41TI--I SECTICN 1.1 Cf AC1 .318. 18. DO NOT DISl'L,dCE I E dfe FR:f1 THEIi'< INTENDED R::51TICN5 SI ECW,, NS! ECJ10N QOERAL NQIES- 1. 11-E c::l+ER ~ 11-E Fa!r.~,El"ED DE61GN FIW1t.S510NAL IN FiE5FCN5IeLE a 14P"",E ACTING A6 11-E c::w-ER5 A:;BIIT SWILL E1"R.OT" ONE ~ MC\4. eFECIAL IN6FECTOR6 TO FlsOYIDE IN5FECT1Q4 ~ co.161R:UTICN Q4 THE T'T'FE6 Cf ialCll'iK Ll61ED IN 11-E 5TA"f"B"91T Cf ePECIAL IN5FECTICN6. 11-E ePECIAL INSFCCT~ 5I-IALL 6E A c.1.11\LIFIED FB.eCN l410 Eil-lALL DB1CN6TRA1E CCl'1"E"IBa, TO 11-E 6ATISFACTIQ4 Cf 11-E aJILDNi Gff=ICIAL, FOi< INef"ECTla-1 Cf THE P~la.ll..AF! TYFI: Cf CCN51RJCTIQ4 ~ c::f"ERATICN ~IRING 6FECIAL IN5PECTICN 2. 11-E co.161RJCTICN INSF'tl:TICNS Ll61ED AF<E IN ACOITICN TO 11-E CA I ED IN6F""..cTICN6 ~IF<ED 6'T' 0-IAPta;! 11 Cf THE allLDING CCPE. ePECIAL IN5FECT1CN 15 IN ACOITICN TO, NOT A ei.e5TlnE ~ IN6FECTICN ~IF<ED TO EE ~ 6'T' A CITY allLDIN:ls IN!iFECTOR 3. 1'1-&1 MC\4. 1J.l6N ONE CA-re:.c:::Rr Cf ialCll'iK ~IRING 6FECIAL IN5FEC11CN 15 ~ 51MJLTANEa rel 'T', ~ THE LOCATICN Cf 11-E ialCll'iK 15 eua-! 11--L",T IT CANNOT eE ~ 1"'ER 11-E 6TA1EMENT Cf IN5FECTION6 AND SECTICN ne5 Cf 11-E allLDING CG'OE, IT 51--IAL.L eE 11-E "'6EICT'5 FiEef'CN5161LITY TO 8"'f'l.Or A SI.FFICIENT N.11:ER Cf INSFECTORS TO •ea FE 11--L",T THE i.EC:IJIF<ED INSFCCTICNS AF<E FlsOYIDED. 4. 11-E 6FECIAL INSFECT~ M.16T 6E CERl"IFIED 6'T' THE LOCAi .tli!ISDICTTCN. DEVELOF11ENT E9<YICE5, IN 11-E CA-re:.c:::Rr Cf ialCll'iK ~IF<ED TO l-lAVE 6FECIAL IN6F""..cT1CN. E>«:EPTICN6: A 501L5 ~ISFl:CTIQ\I 51--IAJ. 6E FlsOYIDED 6'T' 11-E GEOTEa--NICAL EN:SINEFFo! Cf i.eca.i, a eMCKE CCNl1'Q. 6'T'61EM IN5FEC11CN6 5I-IALL a I SJ Cf;! ED s:!'I" l"EO-l;!NICAI. EN:r,1NF€R Cf i.eca.i, C. H-el TI--1I6 ~IIW"&IT 16 WAI\IED 6'T' 11-E allLDING Gff=ICIAL !;. IT I511-E FiEef'CN5161LITY Cf 11-E COIIRACT~ TO NOTIF'T' THE 6FECIAL INffCT~ OR IN5FCCTICN ~ AT LEAST CNE ~ DA'T' ffl~ Tv FEM-OFi1 00 .dN'l" ialCll'iK 11--L",T 1'£Q.1lfiil:6 SFECIAL INSFECTICN. ALL ialCll'iK IN5T Al I ED. ~. ~ co.,e;e, 1'41Tl-lCUT ~IF<ED 6FECIAL Net'15CTICN I"' 9 B IECr TO ~AL ~ EXl"OelR. 6. A FFiCI LR, , c:;i...NLR'6 RNAL kLi Cl<I F01'il1 FOi< ialCll'iK i.EC:IJIF<ED TO l-lA'vl: 6FECIAL IN6FECTICN5, AND 6~ oeecRll'ATICNS M.16T EE CCl'fl.E1ED 6'T' 11-E FFWKJ<, , a+ER FIWIER, 1 a+ER5 ."6ENT Cf i.eca.i,. 4"C--1I1ECT Cf i.eca.i, ~ EN:r,1NF€R Cf i.eca.i, AND SIB1ITTED TO 11-E NSFECTICN 6LRVICE5 DIVl6ICN. 1. 11-E co.161RJCTICN MA1El'<IAL6 1E6TI['(; ~TORr M.16T eE Al"FR:lYED 6'T' THE LOCAi ..llRISDICTTCN. DEVEI...CF'1'"& 6LRVICE5, FOi< 1E6TING MAlEl'<IAL6, 6'T'61EM6, CCl'1"QENT5 Al-0, EGI.IIFl"&IT5. &. FAef;!ICAT~ M.16T eE Fi8:ii1611=IElo!Oi.a>:n AND Al"FR:lYED 6'T' THE LOCAL ..llRISDICTTCN. DEVELOF11ENT ee.YICE5 FOi< 11-E FAE!F<ICATICN6 Cf I l:l U3.0 AND Aee8"el.lE5 CN 11-E Fl<EMISES Cf 11-E FAE!F<ICATCIR'6 51-IOF. FAE!F<ICAT~ Eil-lALL SlB11T All 'APFLICA11Q4 TO~ CFF-511E FAef;!ICATICN' TO 11-E !Neft:CTICN eCR\11CE5 DIVl51CN ffl~ TO CCl'1"&l:S'&IT Cf FAE!F<ICATICN, FAE!F<ICAT~ 5I-IALL ae11T A -cCRI IF1CA1E Cf CCl"R.IANCE FOi< Cl'F-511E FAE!F<ICATICN' TO THE INffCTIQ4 E9<YICE5 DIVl51Q4 ffl~ Tc;. El'4:CTIQ4 Cf FAE!F<ICAlED rtS16 AND A65El"alE6. '3. 14-EF<E MA1ERIAL5 CF :1oee 1el.lE5 AF<E i.EC:IJIF<ED 6'T' THE allLDING c:c:oE TO eE LAeEI ED, SUCl-1 MA1ERIAL6 Al-0 ASea'131..IE6 Eil-lALL 6E LAeEI ED 6'T' All~ Al"FR:lYED 6'T' LOCAL ..llRISDICTICN IN ACCORDANCE 1-IITI--I SECTICN nll1>3. ~ AND MATERIALS TO eE L'E□ ED ""-1ALI. 6E 1E51ED, lle..C,..D ANC> LOeEI ED IN ACCORDANCE 1'41Tl-l THE FR?< a uiee SET FCRrl-1 IN SECTICNS 11fZJ3.!;.111--11W1.1G,1-- nll1>3.!;.3. [II). A CERl"IFICAlE Cf 6A11SFACTOR1' COMPLETICN Cf ialCll'iK ~IRIN::s 5FECIAL IN6FECTICN MUST eE CCl'fl.E1ED AND aa11TTED TO THE FIELD IN5FECl1CN DIVl51CN Cf 11-E A"F'FiCMN::i M.NICIPALITY 11. NOTICE TO 11-E AFR.I~ ~5 ."GiENT/ AR::l-!1TECT ~ 8'G1NF€R Cf FiEC,CIRD, 6'T' U6IN::, 11--116 FEFiMITTED co.161RJCTIQ4 Dli!AI-IIN:i6 FOi< CCN51RJCTION/IN5TALLATICN Cf 11-E ialCll'iK 5FECR=IED !-6EIN. 'T'Cll AG C . .J CCl"R. 'T' I-IT!-111-E ~IFiS'-&lt5 Cf CITY Cf e.olN DIS:.O FOi< SFECIAL INSFECTICNS, 6~ 5TA1EMENT Cf 6FECIAL IN5FEC11CN5 AND, A61'£Q.11F<ED 6'T' 11-E CALlf'CR,UA CCN51RJCTICN c:c:oE5. 12. NOTICE TO THE COIIRACTOR/ aJILDER/ IN5T ALL.&/ a&COIIRACTOR/ o+ILR-all!J:ER: 6'T' L15ll,t;, 11--116 FER'ITTED CCN51RJCTICN C)Rttl,jlr-t.e, FOi< CCN51RJCTION/ IN5T ALLATICN Cf 11-E ialCll'iK 6FECR=IED !-6EIN, 'T'CU ~ AND AF<E ~ Cf, 11-E 1'£Q.111"EMENT6 mrtAINED IN 11-E 6TA1EMENT Cf 6FECIAL IN6F""..cT1CN6, 5Tf;l.1C"I\.RAL ceeER,IATICNS, CCN51RJCTICN MATERIAL 1E5TI['(; AND CFF-511E F~CATICN Cf allLDIN::i CCl'1"0ENT5, mrtAINED IN 11-E 5TA1EMENT Cf 5FECIAL INef'tCTICNS AND, A6 1'£Q.11F<ED 6'T' THE CALIFC1sNIA co.161RJCTICN ca:>E&. STAlEMENT OF SPECAL NSI ECTIONS MATct;ilAL. &'T'STcM. CGMPONENT -4ND T'T'FE C>F &F£C. IN&P. I IN&FECTION NOTE& 1'loi.l< IEGIIIIIED TO I-IAVI: &FEC. IN&P. CONTINUOUS l"E!lilODIC I M""'60NR'T' <LEvEL 1.1, /,t, -CCHIIIU:T1QI-. 11£ FaJ.CHG SIALLEE.C&W .OJ,IIR~ A -Oi' ellj;-f'Pa"-'fa' ~,II'! X a c:aeTRt:ltQI Oi' ~,ll'!JOM& C. I.OCATIOI Oi' 1'EN'. X X 11£ tffCIIQ,I -..it1111-lALL "9FY", A 8l2E AC> I.OCATIOI Oi' 11£ X 51R.CIIRll.a..a-&II& a T"r1'I!, eaE AC I.OCATIOI Oi' X -c.:. WeaE,C!AolCEAC>m'EOi' X ~ D. I-E1..DtlS Oi' 1'EN'. X E.Hiicia..11QllCf~fRl"lj,t,f' X llRca.D Ft;1Qt 10(ll;llJIN; 11£ Fa.Lll+ti 111-lALL EE ,ca w. X A GRlll"FG I60.EAN aA.ACll'ell"Oi'~ X C. -aene I IC l&R!P X CiRlll" X D. a:t8IRCl1CN Oi' ~,II'! JONI& X CiRlll" A.ACll'ell" 111-lALL EE \9J'IP 10 EH1R CXl1'UA>CE lol1M CGte AO CCHIIIU:T1QI DOCll'ell' X -I IC .iRATOI Cf MrliEGIIR:DGR:UT 8FECI B,S, ~Ai<l!FECI ENl~FlolH llllALL EE X Gl!!Jl!,a). CXl1'UA>CE -IIIEGUle:) N!ll"Ec:l1Q,l f'RMl!IQIII Oi' 11£ CGN61RCT1CN D00.1'9115 AO 11£ -'A"R:>,E) X Ut11nA.& SWL ee i,ea a,. -FQN:l;ITIOIH,IIJ.8 CCN&1lil.lC1E> N ~ 1'1111-1 TAel.E NOT IEGIIIIIED iee&.!il'I/, lllf)!;.5<21, lee&.!il'3J GR lee&.!il' 4!. &olL6, -Mlil!R4. l!ELGH FOarN;e -AllEGll41E 10 AOE',E 11£ r:E91Ci'1!£Al&tic..warr X _,-E>CAYATIGN! 4'e EXIBCED 10 FR:fflll r.e-111 AC> M4VE IIIE IICIE) l'Rll'JI! 11o111!11AL X I ca CR I a..ASeFICATIOI AC> 1E8111G Oi' CGNIRUED X fl.I. Mollllsl,11.& _,-UIE Oi' FR:fflllMollllslU lllHll1EII AC> LFI maqaea i::u.tGA.ACll'ell" AC> OG1'PICT1Q,I Oi' X ~RU. ft;IQt 10 A.ACll'ell" Oi' COIIR::LLED FILL. • a£ S8llCW:E AC "9FY" 1!11.T em; IWll!EEN l'R!"-'fa' X HCA Bt.Y I 8f'l;l;IAI.NeFe::lla.llia"llRl"l'R!"IRD81" -------------------- DAlED I& a.I FILElollll 11£-DMIICN. DESIGN CODE, 20I~ C6C ULTIMATE DESIGN WIND SPEED: llfZJ MF+-1 NOMINAL DESIGN WIND SPEED, 8!; MFI--I RISK CATEGOR"T', II INTEF<NAL Fl.:ESel.lRE COE!=FICIENT, tfZJ.18 WIND EXFOSUl.:E, C COMPONENTS AND CLADDINas Ff.:E66Uf.:E, IS.14 P5F RISK CATE~: II SEISMIC IMPORTANCE FACTOR,l.fZJ se , 0.~6 eDe ,0.1!;1 51 , 0.344:> SITECLASS, D SEISMIC DESIGN CATEGOR"T', D 6ASIC FORCE f.:E516TINas 5"T'6TEM, EXTERIOR NON STRUCTRLIRAL WALLS <ap■l.0) <Rp =2.S) 0 SIMPLIFIED ANAL "T'6I6 ~CEDUl.:E (ASCE 1-lfZJ 12.14) ~EQUIVALENT LATERAL FORCE PROC. <AeCE 1-10 12.8) tDECLAl<ATICN OF fiiE5PCl-16I6LE CI-IA~t I I-IERE6'T' DECLARE THAT I AM Tl-IE OOINEER OF 1'IORI< FOi< Tl-IE PORTION OF THE PROJECT 6™ ON 61-IEET [ll)-I2, THAT 1 l-lAVE E~ISED l<E6PCN6I6LE Cl-1AAC;E OVER Tl-IE DEISGN OF Tl-1I6 PORTION OF Tl-IE PROJECT A6 DEFNED IN SECTION 6103 OF Tl-IE 61J5INE56 AND FIWFl:&610N6 CODE, AND Tl-lAT Tl-IE DESIGN 16 CCN6161ENT 1'1ITl-l CURRENT STANDARDS. I IJNDERST AND Tl-lAT Tl-IE CI-IECK OF Tl-IE PROJECT D~INcr,6 AND 6FECR=ICATIONS 6'T' Tl-IE CITY OF CAAl..66AD DOES NOT RELIEVE ME, A6 OOINEER OF 1'IORK, OF M'T' fiiE6FN6I6IL TY FOi< PROJECT DESIGN. Fl~, l-lTK 6T1'<IJC'lllRAI. EN:SINEERS, LLP ADDRE56, 1421!8 DANIELSON 6T. "200 CITY, 6TA1E,P01'1A'T', CA 92064 lELEFI-IONE,<e&aJ 61':l-ll'3e'3 x:33 6'T': 61:NJAMIN J. 6El6EL DAlE: !;-21-24 RC.E. NO., 6':134':I REGIS ICN E !RATION DAlE, 6-30-24 1'-IZI' MIN. TO DATLIGI-IT 2·"4<1-1) CONT. __ 0 I T'T'F. <U.O.N.J "4<1-1! • 32' MAX. T'T'F. (U.O.N.J ---h!'e} • e• C.M.U. "4<1-i)CONT. • ----17'~ FIRST COUR6E 2-"4<1-1) CONT. -T'T'F (U.O.N.) • EA --~ 61EM T1-K Cl-1~-T'T'F. "4<!-11 • 2-1' MAX. I-IJ 12' l 2-"4<1-1) • 2-1' 1'1./ 16' C.M.U. SiEM ---v l<EF.MASONRT" ~ NOTE& ;., 6 • " <l . 6 \/EliilF'T' ,I./ SOIL& Fi£l"OF<T ALL FUTURE FOUNPATION& <El'T' OTl-lEf<&J to eE DEEPENED A6 NECE66Afii?T" FOi'( 1:1 LINE EXTENDING D01'1N1'1At;iD& l'ROt'1 TOE OF FOOTING TO AVOID MA60Nfii?T" &TEM 214 CLR • 8' C.M.U.-T'T'F (U.O.N.J. -Ii "' d 2 112' CLR • 12' l 3' CLR 16' C.M.U.-T'T'F. 1V I I I I I eAR LAPS ASY. I 6EL01'I SI-IALL ___..--NOT COINCIDE AT TI-E &AME SECTION I I 2 112' CLR • 12' l <J " " • F!EN=. FER 3' T'T'F. SECTION <J CLR • " 4 • <J " I I 3' CLR ADD'LeARSAT FOl.NDATION 5TEP6 ff KE'T' FER T'T'F. SECTION 12' MIN. ,IIDT!-1 (U.O.N.J LEGEND, <J -Ii .... d ,IALL FOOTINc. FER T'T'F. SECTION & CONTRACTOfi< l-lA6 Tl-IE OPTION OF EXTENDING "6AR I" TO TOP OF C.M.U. SECTION WITHOUT ~VIDINas '6AR 2". **' CONTRACTOR TO PROVIDE ADDITIONAL "-4" 16' MAX. INCLINED EIA~ AT 60TTOM OF FOOTINas ONL "T' WITHIN WALL FOUNDATION STEPS EXTENDINas 2' MIN. HORIZONTAL EACH WA'T' AI-IA"T' FROl1 STEPS. fi<EFER TO "T"T'FICAL 6TEFF!:D FOOTINas DETAIL' Tl-1I6 6!-IEET. NOTE&, I. FOR ACTUAL CONFIGURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM L=ATION AND 1-:EINFORCEMENT REFER TO T"T'PICAL I-IALL SECTION<SJ. 2. ALL 6Afi< ANC~/LAP SFLICES, l-lOOKe , MIN. STEM I-IT. f.:EQS. TO ALSO cot-FORM TO T"T'FICAL 'f.:EINF. 6AR 61:ND, SFLICE 4 ANC~ DETAIL" Tl-1I5 5!-IEET. 3. IT 16 Tl-IE CONTRACTOR'S RE6FON6I6ILIT"T' TO VERIF"T' Tl-IE AFFLICA61LIT"T' OF Tl-IE GUIDELINES ~VIDED IN Tl-1I6 DETAIL TO ACTUAL FIELD CONDITIONS. 4. CONTRACTOR TO LOWl:fi< WALL FOUNDATION PROFILE AS NECE66AR'T' TO MEET 'MINIMUM DISTANCE TO DA"T'LIGI-IT' Fiil:QUll.:EMENT FER SOILS 1-:EFORT. !;. 1-:EINFORCEMENT LA6EL6 USED IN Tl-115 DETAIL (I.e. '6Afi< I") Af.:E FOi'< 1-:EFEl.:ENCE ONL"T'. SEE DESIGN DETAILS FOR ACTUAL SIZE AND SPACING. I I L_J _G_E_N_E_RA_L_C_O_NS_T_. _R_E_Q_U_IR_EM_E_N_T_S_O_F_M_A_S._R_ET_A_IN_IN_G_W_AL_L_S __ G) "AS BUil T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE ,__-+----+------------+----+------<,__----<---I I SHEET I CITY OF CARLSBAD I SHEETS I :==::::::.'.::::=::::::E::::N::::::G=IN::::::E::::E::::Rl=N:::::G=D::::E::::P=A::::R=TM::E::::N=T==:::::...::::==~ GRADING PLANS FOR: (2723 CAZADERO DR.) 1----1----+----------------+-----1---+--+----1 ~G=R2=0=2=3=-=0=0=14====RE=T=A=IN=IN=G====W=A=L=L=D=E=T=A=IL=S=====~ APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES DATE DA TE INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 WILLIAMS RESIDENCE 12 PD2023-0009 542-4A(858) 679-8989 Poway, CA 92064-881914288 Danielson Street HTK Suite #200 WWW. HTKSE.COM STRUCTURAL ENGINEERS, LLP Fax (858) 679-8959 11 (2723 CAZADERO DR.)  JCN . . NOPll"E&TIRJ FOOTING f'ff TO CLEAR eLEEvE e,,-1/2' ALL AIIICUIP CONC. FILL TO ee PLACEP ea ON! r-ooTING I& f'CIIR!D. HAI<!! &AHE HID'll-l A& FOOTING AND FOUR FULL HIDTH OF P1FE -n.ENCI! PIPE , Gd EIIDICULAR TO FOOTING Ti'ENCM 1"11'1! l+&I l"tl'E FALL& eELLCIH 2.J !!UT 16 -THE 1,1 PLANE. FILLTI;ENCl4HITH 2-""' (13 ...... ) CONCliE1E ~ HIX . . . . . . . . . . . ·I . . -Pll'E&AN:HON! THAN36' 1!1ELG1H l!OTTOH OF FOOTN!,&. FOOTING l'IJ&T 1!E LCllEl<ED eo THAT 36' MAX. I& HANTAIN!D . eLEEvE e,-i.,• .. ' =2-, ' I"-,-,._.,_~~ !i:::::::i~--j::=:::::;r-+ALL AIIICUIP . . • . ' . • I NO DIGGING I FOR l"tl'E TielCII 71'-, ,..:..~'J ""·· .... • ---""-'·_...... --~] .... [ ~:~ TIRJ • ~ PAIULLEL TO FTG. • ---.. 2 HITHIN THI& Lli'E ----"----~ ~ ~ PIPE PARAU.EL TO FOOTING OPE 2:1 PIPE PARALl.ELTO FOOTING SLOPEM PIPE PABP THRU FDN. WALL lYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS Ii ct· '4 CONT 8' MAX. MAND RAIL.ffNCI: POST •. 4. ~ •• ... ~ .. : . ~ LOCAlE '5 (V) EA. FACE EA. SIPE-TYP. Pl.Afl. iEW METAL MANDRAIL/CI-IAIN Llhl<: FENCE x42' POST • $ OF I-IALL 5' FENCE • 5'-4' o.c. MAX .-+-+,--, TOP OF CMU I-IALL (FER PLAN> HAND RAIL FENCE PLACEMENT FOR ALL OTHER REINF. REF. TO TYP WALL SECTIONS MINIMUM REli'FORCINa. eENDA-IOOK EMeEPMENT REQJIREf•IENT& 6AR 61%1: "4 '5o "& ., "8 "'3 lflZI lfl EMeED. ( INCH) 6 IIZI 12 II> 11 I~ 21 23 j},._-11 1J lil .,.._~ db, DIAMETER OF 6AR R ■ 3clb FOR "'.I TO "8 R • 4d b FOR "'3 TO lfl HIN.1"00KEHeED PER l!CI-I. HOOK db TYPICAL 6A~ 6END (CONC. AND MAS.) 2'·1Z1' MIN.<U.O.N.1 2"·1Z1' MIN.<U.O.N.) 4 MAS. OR t MA&. 1, PER ecl-l.·CONC1' 1· PER ecl-l.·CONC1· c.H.U. HALL • •• • • .• • . • HIN. STEM ll!Ellf'. I j ~ FOl)ID. DHL. ·• ' b. -. • • ·• " a! : ir:lfo tr ~ f I :i: !!! ~ I i ~ z'.J :cl3:.:t ::::i:t lk, ~ ::c ;Ji li: J:: ~ t I 112 DIA. OR I 112' MIN. ~L. FOR PARALLEL BARS *• MIN. FTG. DEPT!-1 = <6END EMeED + 3' > u, &EE 6Cf.lEDULE ABOVE FOR MIN. RElr-FORCING TYPICAL SPLICE SEND/MOOK EM6EDMENT REQUIREl"IENTS REINF. BAR BEND, SPLICE AND ANCHORAGE DETAIL @ --------$ Cl'FeET BAR FOR 2' CLF! TO FEtETRATION <APPLIES TO VERT t f.10RZ BARS • CMU SOLID GROUT J.IALLS! --------@ LAP FER SCI-I. TYF. 1'-E,· (MAX.) RING CONCRETING. ALL FER FLAN (MIN.) (MIN.) (MIN.) APDN'L. IIIEN'. TO FOL.LOH SAME ~ILE AS S-rafffD FOOTD<t; HIQE AFFLICAel.E. IIIEF. 'aENERAl. CGINST. IIIEQJIIIIEl'ENT6 CF HAS. IIIET ANn-t. HALUI' DETAIL THI& 811:ET. REF. TYFICAL I-IALL eECTION(S) FOR FOoTING SIZE t REl1'F. D'Pk'.i!V tlEI I El -fT4 • QPJ1QN I HAI.Lf'Ellt-+--. PLAN FTG. 4 i.EINF. PER PLAN l!IAR& TO HATCM =--- FTG. &lcEL <2-"4 TEI HIN.) ---------1---HALL JOINT AT &TEP CTYP. -U.O.N.J ------1..--HALL f'E1lt PLAN 'D' HIN. D'.FICitY £IL I I I> fT4 -QPJ'IQI 2 ______ TY_P_._S_T_E_PP_E_D_FO_O_T_IN_G ____ ---1@ MIN. LAP. PE SCI-I. (24'MIN! LAF OUTSIDE 6ARA~ COF.NER ND INSIDE 6ARS YERTICALL Y IN CORE (16' MIN. UPORDOWNI 'S (V) MIN. TYF. (U.O.N.> MIN. LAF. PE eel-I. /24'MIN) T-rFICAL TYPICAL COR-IER INTERIOR DOU6LE LAYER REINFORCING 'S(VERf.) MIN.SEE PLAN TYPICAL TYFICAL CO!i!NER INTERIOR SINGLE LA YER Re INFORCINGs "40F<K T!-1I6 SECTION "4ITI-I 'REl1'F. 6A~ eEND, SPLICE AND AN~ DETAIL' ________ TY_P_I_CA_L_R_EI_N_F._A_J_IN_T_ER_S_E_C_TI_O_N_® MASONRY LAP SPLICE LENGTH (f'm+= 2000 • MIN.) psi BAR SIZE MIN. CLEAR COVER & SPACING 2' 2.S" 3' S' 6" '3 IS" IS' IS' IS" IS' '4 22' 20' 20' 20" 20' IS 34" 21' 2S' 2S' 2S' 'b S4' SI' 43" 30' 30' ., 63' 63" S8' 3S' 3S' '8 12' 12' 12' S2' 44" IS 81" 81" 81" 61" SS" NOTES: I. FOR 113 RE6AR, F\j=4€l K61. FOR •4€) AND LARGER RE6AR, F\j=4€l K61 OR 6(l) K61. 2. MINIMUM LAP LENGTl-l=4€l 6AR DIAMETERS. MAXIMUM LAP LENGTl-!=12 6AR DIAMETERS 3. LAPS AFFL Y TO 6OTI-I VERTICAL AND I-IORIZONT AL REINFORCING!. 4. IF ACTUAL CLEAR COVER OF SPACING! FALLS 6ETI-IEEN VALUES PROVIDED IN Tl-IE TA6LE, SPLICE LENGITI-I SI-IALL 6E 6ASED ON Tl-IE SMALLER CLEAR COVER VALUE. TYPICAL MASONRY LAP SPLICES FOR REINFORCING DIP ONE END N GIIEASE OR eLEEvE FOR eONP elllEAK HALL VERT !!AR-~ • PANEL EDGE& "4 • 32' x 24' LONG EPO>O'COATED, STAtlLES6 OR GAI.V.INIZEP eHOOTlll:IAF! STEEL ALLOWABLE STESS DESIGN "4 MK X <le' LONcrs EPOX'i' COATED, STAINLES& OR GALVANIZED eMOOTII eAl<S MATCH (Ill 1o1ALL IIIEIIIF. SPACING. DIP ONE END N CiliEAeE PJl;!IOF! TO 1" MIN. GROUTING DISCONTNJE eac, eEAM IIIEllf'. t PliOVIDE DEEP RAK!: <I' MK EA. &IDEI EXPANSION CAP I-,' MN JOINT FILL MATl:RIAL Fllll!EIGMT ~ (V) IIIEilf'. FER ec.lED. (II) IIIEllf'. FER T'T1". &ECTION '--- EXPANSION JOINT DETAIL (FLAN VIEW) APPLY e li&IZ>' MAX. CMU CONTROL JOINT APPLY e 41Z>' MAX. ______ C_O_N_T_RO_L_J_O_IN_T_D_ET_AI_L _________ ® "AS BUILT" RCE ___ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ~====1====~=============================~====~===~~====~===~ ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0014 RETAINING WALL DETAILS APPROVED: JASON S. GELDERT ~ • • DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXP. DATE IRVWD BY: 11 PROJECT NO. I DRAWING NO. : CHKD BY: Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024 °°° °°° WILLIAMS RESIDENCE 12 PD2023-0009 542-4A(858) 679-8989 Poway, CA 92064-881914288 Danielson Street HTK Suite #200 WWW. HTKSE.COM STRUCTURAL ENGINEERS, LLP Fax (858) 679-8959 12 (2723 CAZADERO DR.)  JCN aw an-ERTMAN &TMA, TE&, MOOF6 • .....D80 TIE& BAR iee, 13& SIZE 'P' 'L' ,.. '3 2 14 2½ - '4 3 2 ½ - •& 3 1'4 2~ - '" 4~ 3 -., &'4 .111 - •& 6 4 - '9 9 14 4½ - 'Ir> 1£) '4 s¼ - • II II½ s¾ - '14 I&¼ , - • I& 22 ~ 9 - &TIIQU"&, TIE&, MOOI 6, CR066 TIE& '4 2/2) 2.S 3 •s 2",/IJ 2.S 3¾ '" 4", 3 4", •& 6 4 6 /1) USE 3 ¾' IN CONC. eu<.. CG'NSTRICTION /2) USE 3' IN CONC. eu<.. CONSn.ucTION /3) USE 2 '4' IN COie. eLK. CG'NSTI,!JCTION NOTE , ALL Dll"EN&IONS GIVEN AAE IN INCIE6. 'L' 6 12 13 1;1 11 21 3 3 '3 12 'v W HOOK l.3S I-IOOK I FCfflP FQB fi!Eltf BeP8 (NOT 6tPtl TO 6(;41 EJ l INDICATS ~ eEND IN PLANE Cf DRAHINCi INDICATS '3el.4 eEND FtF4 t:NDICULAR TO PLANE ClF DRAHINCi I -V L (MINJ IW 1-1001<. ) INDICATS 13& .4 eat> IN PLANE ClF DRAlo!NCi --=:_)~ INDICATS N .4 eEND IN PLANE ClF DRAHINCi _.7' INDICATS 13& .4 OF! N .4 eENC, iEF4 ENDICULAR TO PLANE ClF DRAHINCi ~ INDIC,l,,TS 0FFeET IN PLANE ClF DRAHNG TYPICAL BAR BENDS & H o~;~DULE6 -°" Tlll!I DETAIL -y TO~ LOCATION IN STRUClURE SCHEDULE I CONC STEEL BAR SIZE f'c GRADE f--3--~~'r---=r=---r-~----l 4 5 6 7 8 9 10 11 PSI KSI L= LAP SPLICE IN INCHES 2500 60 18 24 30 36 41 50 63 80 98 BOTTOM BARS 3000 60 22 29 36 43 63 72 81 91 101 OF BEAMS, JOISTS, SLABS >-40_00-+-_6_0--+_19-+--2_5-+-3_1 +-3_7--+-5_4 +-62--+--7_0+-79---+-8----<7 & SPANDRELS {SEE NOTE 7) VERTICAL WALL STEEL LOCATION IN STRUClURE 5000 60 13 17 21 25 29 35 45 56 69 6000 60 12 16 19 23 27 32 41 52 63 7000 60 12 14 18 21 25 30 38 48 59 3000 60 21 28 35 42 48 55 62 73 89 4000 60 18 24 30 36 42 48 54 63 77 5000 60 16 22 27 32 38 43 48 56 69 6000 60 15 20 25 30 34 39 44 52 63 7000 60 14 18 23 27 32 36 41 48 59 SCHEDULE II CONC STEEL BAR SIZE f'c GRADE >--3-4--5-6--7-8--9-1_0_1_,1 PSI KSI L= LAP SPLICE IN INCHES 2500 60 24 32 39 47 54 69 88 112 137 TOP BARS* 3000 60 21 29 36 42 50 63 80 101 124 OF BEAMS, JOISTS AND 4000 60 19 25 32 37 43 55 69 88 108 SPANDRELS 5000 60 17 23 28 33 38 49 62 77 96 {SEE NOTE 7) >-6_0_00--+-_6_0--+_16---+--2_1-+-2_5+-3_0--+-3_6+-45-+-5_6-+-72---+-8----<8 7000 60 14 19 24 28 33 39 53 67 83 3000 60 29 39 48 58 68 77 87 101 124 4000 60 25 34 42 50 59 67 75 88 108 HORIZONTAL WALL STEEL 5000 60 23 30 38 45 52 60 67 77 96 6000 60 21 28 34 41 48 55 62 72 88 I 7000 60 19 26 32 38 44 51 57 67 83 ,"-I' -=L---,i<'l'~---,1~, 12d OR 12· MIN;:-TOP REINF '[ 11/2° OR WIRED IN CONTACT ], L BEAM SPLICE DETAIL CSLOPE 1:12 MAX lYP BOTT REINF _/ 1-EIGI-IT ~ • M& TO &el FCF. 2. ALL ~ZONTA!. !IPI.ICE& !lllA!.L eE !ITAGGElliEP Ae !lf.lOlolN. IF Mo,.!! T1-IAN -OF Yl!l<T'ICAI-flll!l~ING 16 LAP !IPI.ICl!P WITlllN Tl-Iii flll!GIJll'll!P LAP IIPI-ICli LliNGTII, Tl-Iii LAP !IPI.ICI= LENGTI-1 !lllA!.L eE INC:flll!A!IED 33 ... 3. LAP !IPLICli!l LISTED IN Tl-Iii IICIEDUI.E Aflll! CLA66 e LAF!l FOl't CLA!l!I A LAPEi, l'IEDUCE LliNGTll 15Y 2R 4. 11-IE l!MALLEl'! eAI'! LAP LliNGTI-1 61-!ALL eE U!IED Wl-ll=N !IPLICINCi -11 I LIO .. !IIZE f!;IAflall. &. LAP LENG11-l!I !IPECIFICALL Y DETAILED ON D~ING!I 61-!ALL GOVEFIN IN LIEU OF 11-IE LAP LENG11-l!I !ICl-ll=DULED. 6. TI-E ~~ AT Ill& OPTION, MAY U!IE A l!!UTT I-EL.PED &PLICli IN LIEU OF Tl-Iii LAP &PLICli --&EE DETAIL. 1. TOI" eAle AIIII!! ~ZONTA!. -1"1.Aem 60 TllAT 12' °" Mo,.!! OF c:oNCflll!TE I& CA!IT IN TI-E MEMeER eELOW Tl-Iii eAR. U6E !ICl-ll=DULE II FOl't LAP LENG11-l!I FOl't TOP -IN 61.Ae& H-£1'11! Mo,.!! 11-IAN 12' OF CONCl'll!TE 16 CA!IT eELOH THEM. &. ALL CETAILINCi AND l"LACINCi OF flll!IN'OIIICINCi SI-IALL COMPI. Y WITH TI-E !IPLICli LAP !ICl-ll=DULE& AND DETAIL&, LNLE&& &PECIFICALL Y CETAILED OTl-ll=""°'l&E ON Tl-II= ~INCi&. "-ID¢>LED eAI'! llPLICE&, •J INDIVIDUAi. -!IPLICE& wrn-llN TI-E euNC>LE 61-!ALL NOT OVEN.AP EACll OTl-ll=Fl. bJ INCl'll!A&E LAP LENGTi-1 21ZJ!1, AT 11-lflll!E eAflit 151N:>LI!&. cJ INClaEA&E LAP LENGTI-1 33,. AT FoUfl< eAI'! f!!UNC)LE& 1£1. A!.L WALL eAR IIPI-ICE!I SI-IALL eE &TAGGElliEP. II. JAMe eARe AND Yl!l<TICA!. WA!.L eARe MAY eE. LAI I ED _,. AT ONE POINT IF LAPEi Aflll! INCl'll!A&ED - 12. c:MOR:> AND DRAG l!IAR& 61-!ALL eE LAPPEC Ae WA!.L &TEEL Wini eOTTOM AND TOP 8Ali!I ~IIPC)NC)ING TO OTI-IEli IYl!l<TICA!.J l!IAR& Oflit Ae TOP /I-IOflitlZONT Al.I eAl'il& Ae C>EFINED IN NOTE 1 Al!50\IE. 13. eAPl IIPI-ICli& IN LfGl-l'll,,fEIGMT c:oNCflll!TE SI-IALL llAYI! LAPEi 3,,. LONGER TllAN !ICl-ll=DULED. J<' ·-~L~-;I'-'----,1~ 12d OR 12" MIN ·1 ·1 L ' -11/2" MIN 6" MAX WALL OR SLAB SPLICE DETAIL ___ R_E_GU_LA_R_W_E_IG_H_T_C_O_N_C_R_ET_E_R_EI_NF_O_R_C_IN_G_LA_P_SP_L_IC_E_SC_H_E_D_U_LE __ @ / • • • • = IL ~ >-t- ---DRAIN 6Y OTI-IERS • 415 t1 81''--1 =/- EA. 1--lAY TOP------..__'----• • • • • 4 60TTOM :.+---------I"...:..--------..;; 3"CLR TYF. RETAINED 1-!EIGI-IT ® b'-1" -1'-4" 4'-1" -b'-0" 0 -4'-0" •4 t1 8"'------/ (V) 4 (I-!) ® TOE v-llDTI-I ® 2'-13" 2'-3" 2'-0" • V • 12" 1-!EEL v-llDTI-I © 2'-b" 2'-0" 1'-13" ~ . 6 49 c;r-: * Expi"es /• 6/YJ/26 ~/j ,> CIVI\. 4'} ~ OF C~\.\'/:oo ~ • • KEY v-llDTI-I ® 18" 10" NO KEY @' "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I t----t-----+-----------------+----<---+----+----1 L_j ENGINEERING DEPARTMENT 1----1----+----------------+----l---+--+----I GRADING PLANS FOR: 1----1----+----------------+----1---+--+----1 GR2023-0014 RETAINING WALL DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. DATE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION >-0-:_A ;-:-A~PP-';-~:-:-~--+--~A-,~-A~PP-';-~:-:-~_, i..::1 ~'.'._~'.'..:~:.':'.D---':='-~'...::-===.11 l~--P-R-O-JE_C_T_N_o._~I DRAWING NO. Docusign Envelope ID: D8EDED82-A2A0-4310-A567-E3158DA53CAF 10/29/2024