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HomeMy WebLinkAboutDWG 482-7A; CDP 13-30; DE ANDA RESIDENCE; 01-05I. 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 TH/$ PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL 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. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSJBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY 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 CERT/FICA TE OF INSURANCE AS ~LL AS ADDITTONAL 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 V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BU/WING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FRbM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER 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 TITLE SHEET. 9. ORIGINAL ORA WINGS 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 8Y 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) LA80RA TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS. 13, A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED 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 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSTRUCVdN MEETING SHAii BE HE/ D AT THE S!Tf PRIOR TO THE BfG/NNING OF WORK AND $HA// Bf ATTENDED BY All REPRFSfNTAVVfS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DA Y.S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT 1HE MEETING. 15. Al L /Nse£CVON REOI/ESTS OTHER THAN FOR PBECONSTRl/CTION MEETING 1\71 t BE MADE BY CAIi /NG THE ENGINITR/NG 24 HOUR /NSPEGTION REQUEST IINE AT . (76Q) 438 3891, /NSPECT10N R£0UEST MUST BE RECEIVED PRIOR TO 2· 00 PM ON THE 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 DA Y.S LATER. 16. 1HE 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 I..OCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING 1HE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTTON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 1HEREIN. 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 EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARill BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCA VAT/ON PERMIT MUST BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT ~LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1HMOV/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 01HER ASSOC/A TED GRADING EQUIPMENT SHAL.L BE LIMITED TO THE PERIOD 8ETWEEN 7: 00 A.M, AND 6: 00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON ~EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDA Y.S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO THE CITY ENGINEER FOR APP,~OVAL TWO FULL WORKING DA Y.S PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OB.TA/NED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 23. 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 HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED 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 CONDITTON. ALL STONES, ROOTS OR 01HER 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) DA Y.S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING Nb. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTOR$ SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR 1HIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE /$ TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED Wl1HIN ~NTY 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. 31. THE CONTRACTOR SHALL VERIFY 1HE LOCA T/ON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIEN11. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTEQ. UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DA Y.S PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND-SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CA T/ONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SE~R,WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 "IALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SAN/TA TION DISTRICT (766)726-1340 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMlT -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 STATING ALL GRADING IS COMPLETE .. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITTES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE 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 RECOMMENDATIONS OUTLINED-IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR •. THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER 1HE CITY ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. 1HE SOILS REPORT TITLED "GEOTECHNICAL UPDATE AND REVIEW, PROPOSED DEVELOPMENT OF 2425 JEFFERSON STREET (APN 155-140-41), CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA," W.O. 6612-A1-:-SC, DATED OCTOBER 28, 2013, BY GEOSO/LS, INC, AND GRADING PLAN MEMORANDUM PREPARED BY GEOSOILS, INC. DA TED JUNE 4, 2014 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM 1HE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND 1HA T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRQJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SAMPO ENGINEERING, INC AD-DRESS: . 771 SAXONY ROAD SUITE 213 ... CITY, STA 1£: ENCINITAS CA TELEPHONE: 760-436~0660 B~-~V-_-~f~.:J'._.~j!.._,~•---- VINCENT L. SAMPO DA TE: '/ /Jr, /Jtj R.C.E. N0.:_4~4~1~73~----~------- SOILS. ENGINEER'S . CERTIFICATE I, DAVID W. SKELLY, A REGISTERED PROFESSIONAL ENGINEER (REPRESENTING GEOSO/LS, INC.) OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 1HE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DA TED OCTOBER 28, 2013 & JUNE 4, 2014. (GS/ W.O. 6612-A). TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OffiCE OF THE CITY Eu/NEER. -:;;-:--I 4 .,.;::, ~\\~ss,o,,,' SIGNED: ,£,· V. ~ ;;/,,;) ~ V, s """'<<'l ( ~'t.•{· :JP . I<~< 1J!\ P.E. NO.: ..:,4"-7-"""'""7'------------ { ,,,, ,t. . I ~ ( No. RCE 4785~ !/1 DA TE: -~s.,.'£.,P'-'r'--"11,.,___,,z,..,o"--'-1 'IL__ __ ~---- \\''' \Eip. ·~~d•'j ti' LICENSE EXPIRATION DATE: 12../.11/1-<: '\"~i:_~_ 91~~ '•:. OF (:;j;_\.\~ OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRAD/No ACTIVITY AND ADVISE ON THE COMPACT/ON AND STABILITY OF THIS/ ,l'E. f) ;f ,, / , • -,Ir/ f 1/-h, ,I'£ 0°1,/ /7 /It.,/ 'VERONICA DE ANDA DA TE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY SAMPO ENGINEERING ON OCTOBER 19, 2007 AND SUPPLEMENTED MAY JO, 2013. TOPOGRAPHY SHOWN H[REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. , PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 155-140-41-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 366 E~-=16=6=5 ________ _ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT VERONICA DE ANDA AT (760) 505-8399 . (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIM[S DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SJTE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED Wl1HOUT THE APPROVAL OF 1HE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY EN!JINEERiAFTER ,EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSJON CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGiNEER 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 CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 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 GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 1HE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 1HE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. H YDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) 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 1HAN 6: 1 WHEN ANY OF THE FOLLOWING COND/TTONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA Y.S OF ROUGH GRADING. b. IDENTIF/ill BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. . c. HA Vf ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH 1HE 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 CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS 1HAN 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/GA TION TO THE CITY ENGINEER. 1HE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE 1HE PROPOSED SY.STEM. 3. /RR/GA T/ON 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: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. _PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE eF AL YSSUM (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 T/ONS 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 DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH 1HE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC ~mNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. 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 MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF 1HE STRAW IN TO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING 1HE SURFACE TOBE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY 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 SEED BED. _PROJECT -SITE CITY OF OCEANSIDE ,HIGHWAY· 78 -- OCEAN NOT TO SCALE CITY Of VISTA 2 ~ ~ _,..___7'-=--,"4 L\. CITY OF ENCINITAS '--_n_-'- VICINITY PROJECT INFORMATION SITE ADDRESS: VACANT LAND ON JEFFERSON ST CITY OF CARLSBAD, CALIFORNIA LEGAL DESCRIPTION· A PORTION OF TRACT NO. 3 OF LAGUNA MESA TRACTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 1719, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 20, 1921. OWNER/DEVELOPER/PERMITTEE· VERONICA DE ANDA APPLICANT AND REPRESENTATIVE VERONICA DE ANDA 1409 TURQUOISE DR CARLSBAD, CA 92011 (760) 505-8399 PROJECT DATA MAP APN: 155-140-41 SOILS ENGINEER GEOSOILS, INC. 5741 PALMER WAY CARLSBAD, CA 92020 (760) 438-3155 DAVID W. SKELLY P.E. 47857 A.P.N. : 155-140-41 GENERAL PLAN: ZONING: MASTER PLAN: RESIDENTIAL MEDIUM-HIGH DENSITY R-3 MULTIPLE -FAMILY RESIDENTIAL GROSS AREA: 16,325 SF = 0.37 AC I BUILDING AREA· (RESIDENCE) 2,636 SF BENCH MARK CITY OF CARLSBAD SURVEY CONTROL STATION NO. 139, "5-50.7", I.E. A CADT DISC IN 1HE SOUTH SIDEWALK OF THE EAST ENO OF LAS FLORES DRIVE BRIDGE OVER INTERSTATE 5. ELEV.: 82.221' DA TUM: NGVD 29 REFERENCE DRAWINGS TYPE WORK TO BE DONE JHE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRAD/NG, DRAINAGE FACILITIES, ER.OS/ON CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AN,D PREPARATION 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, .. REQU/REM~NTS, RESQLUT/Of,/S AND ORDINANCES CITED ON 1HESE PLANS. . . . ' THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCf Wini THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECT£[) BY THE . CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7047 DA TED 5-7-14 5. THE STANDARD SPECIF/CATIONS FuR PUBLIC WORRS CONSTRUCTION (GREEN BOOK). ; . 6. SOILS REPORT AND RECOMMENDATIONS BY _____ DATED 10 15 08 GEOSO/LS. INCORPORATED 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. . 8. CALIFORNIA, COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ~N~nA~-------- 9. ENVIRONMENTAL A_;;:ROVAL DOCUMENTS DA TED ---==-N~IA'!=----- 10. STOR~1 Vf.A TER POLLUTION PREVENTION PLAN PREPARED BY-",Ul../A ________ DATED .. WDID NO. 11. STORM WA l!R MANAGEMENT PLAN PREPARED . BY SAMPO ENGINEERING. INC. DA TED . , ' 12. CALIFORNIA STORM WATER QUALITY ASSOC!Aiil'Mblllt afihtiRUC//UN HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL LEGEND DESCRIPTION STANIJAlllJ SYJJBOL OUANTJTY PRMIITY BOUNDARY fASCMENTUNE EXISTING CONTD/JR [X/SllNG ELEVA l/1)// NEW CONTOUR NEW ELEVA llON DA YI.IGHT LINE DIRECllON OF FLOW CONCR[lf PA ',fJ/[//T PfRMfABLE PA 'tUI BMP's CONCRETE MASONRY RETAINING WALL PR/VA TE PERFORATED SUBDRAIN PIPE PRIVAlf STORII DRAIN PIPE PRIVAlf SPEE-0 CATCH BASIN PRIVATE HOPE CA TC/I BASIN PRIVAlf PCC CATCH BASIN BMP ARfA-NOT TO Bf AJ(}/)/R£0 'MTHWT PEJ/UISS/0// FR(}l,I THE CITY -------- --J12--- ' "-,. -···· ..• , .. . X J/2.5, {J/2.5) PER PLAN UNI ECO-STONE OR APPRO',f/J EQUAL PER S/JRSO C-J, C-5, ,t C-6 S/JRSD 0-60, PVC SIJR-35 SORSD 0-60, PVC SJiR-35 BY 'Nos· OR EQUAL BY 'Nos' OR EQUAL BY '/JR(}()/(S' OR EQUAL PER PLAN ----!Q1l]I--- J12.50 -,-,-,_,_ . . I -SUBr--SUB- -S~11---S·D- -SD---@-+SD- -SD-1111)-SD- -so--w---so-.-: REQUll!ED TREATMEl'jT .(;()l'jTj!OL BJ.IP TAIJLE . . ,-._ DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT 1,41)(/ SF 1,100 SF 404 SF 50 If 140/f 4 EA 2EA J EA _,,' .. MAIN1'ENANCE FREQUENCV . CITY OF CARLSBAD DWG NO. 146-8 CITY OF CARLSBAD DWG NO. 167-2 FLOW 'fl/ROI/CH P/ANTER FLOW THHOIJC/I PLANTER PRIVATE YES 2 AS Nff[)[[) . BIRD NESTING IN ORDER TO COMPLY WITH THE CALIFORNIA FISH AND WILDLIFE CODE, THE PROJECT SHALL CLEAR VEGETATION OUTSIDE OF THE NESTING BIRD SEASON (GENERALLY FEBRUARY 1 THROUGH AUGUST 31), OR THAT A PRECONSTRUCTION NESTING BIRD SURVEY BE CONDUCTED WITHIN THREE DA Y.S PRIOR TO ANY CLEARING, GRUBBING OR GRADING ACTIVITIES. ARCHEOLOGIST NOTE FLOW THROUGH PLAN FLOW THROUGH PLANTER FLOW 1H/IOIIGH Pl.ANTER FLOW TI/ROIJG/1 PLANTER FLOW THRO/JG/I PLANTER FLOW THROUGH PWITER ' FLOW THRO/JC/I PLANTER FLOW THRO(JG/1 PWITER PRIOR TO THE ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL PROVIDE VER/FICA TION THAT A QUALIFIED ARCHEOLOG/ST HAS BEEN RETAINED TO MONITOR ALL GROUND DISTURBING ACTIVITIES. VER/FICA TION SHALL BE DOCUMENTED BY A LETTER FROM THE DEVELOPER AND THE ARCHEOLOGIST TO THE PLANNING DIRECTOR. SUSMP PROJECT PRIORITY HIGH PALEONTOLOGIST NOTE PRIOR TO THE ISSUANCE OF A GRADING PERMIT THE PROJECT DEVELOPER SHALL RETAIN A QUALIFIED PALEONTOLOGIST TO CARRY OUT THE MIT/GA TION PROGRAM OUTLINED IN THE ENVIRONMENTAL MITIGATION MEASURES INCORPORATED INTO THE CONDITIONS OF APPROVAL. VER/FICA TION SHALL BE DOCUMENTED BY A LETTER FROM THE DEVELOPER AND 1HE PALEONTOLOGIST TO THE PLANNING DIRECTOR. EARTHWORK 9UANTITIES CUT: 188 CY FILL: lli.2 CY IMPORT: 0 CY ' EXPORT: 26 . CY REMEDIAL: 35_0 CY PRIVAlf YES 2 AS NEEOfD PRIVATE YES 2 AS NEEOfD PRIVAlf YES 2 AS NffDED PRIVATE YES 2 ASNEEDEQ ,'.' . 11 AS BUILT" t/-· d /. .,1=? 11/02/1~ I RCE 'f'//'7'J EXP. 6/30/17 ' ·~ DATE ... REVIE14ED BY: "'1 ,J,. ,I I -, IZ-/2.-2,o I b INtP£CTl/fR D/!\ TE ' i N ' I b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONOIT/ONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPill OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. l----+-----1-----+----+---+---+--l LU . "' . CITY OF CARLSBAD i ~HEETS 5rl--~.•~ ENGINEERING DEPARTMENT ~.-!.5 ) . ' GRADING AND LANDSCAPING REQUIREMENTS GRADING ACTIVITY SHALL BE PROHIBITED DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 1). THE CITY ENGINEER MAY EXTEND THE OCTOBER 1 DEADLINE IF SPECIFIC PROVISIONS ARE MET REGARDING SPECIAL EROSION CONTROL MEASURES. ALL GRADED AREAS SHALL HA VE TEMPORARY OR PERMANENT LANDSCAPING INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED AND REPLANTED IF NOT OCLL ESTABLISHED BY DECEMBER 1 FOLLOWING THE INITIAL PLANTING. 1----1----+-----------------1-----+---+---+----+ GRADING PLAN FOR: . Dt ANDA RESIDENCE APN.i 155-140-41 TifLE SHEET APPROVED;// / } (/ .i ,~ JASON S. GELPERT fiao ~-~.>,Y<~~~M/~~~.,..._---'' JO/!? Ill/ lllffi:"':-'-'-'l(p:-t_\}-c-~'::-+'-i/'1~1\5~·--:l?R\)'-'-)1-"'-\., 1_,_<.~---;-:---:-:---::--------+:-::::-:::-l-:::::=--+-:-;;-:c-:--h.,r-l CITY ENG)t!tER PE 63912 EXPIRES 9/30/16 ' PAIT Z-1-IS' "· s. /1 ,\'\l)['.'I) SI\£[\<-, '-I '-NI\"\ Z,1#,I~ ~~ 1.,2-,,1.5 5~~ DWN BY: QRR I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL D B ~ CHK Y: YI ;:, ·· C/),'D fJ-70 48."'-7A ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: \/IS _ r "'' ~ 111 . ' .· (.) z ! ij,. cj as).$ z i:i: ;pl's ! ~ .. UJ !~ UJ ~ ~t z C) !~ z UJ ~" 0 !~~ a. ~111 :ii: 1,l !'! Cl} ~ J, . ~ ; ~ ..... il!t-.. ' • --------- ' C ..a. ~ 0 ~ ..... 00 \:l'J 11..) I ......, )> I I I I .. I X 193/ I 1 21.5 I f 223 LIMITS, OF EX!SllNG1_1 ~---r-~ ( I E~S'lfff 2:F!JJl:i~C~§:fff P!'/)j/C!J,.11l%k. ~. ? 2/ y SOUrERN '/1/LLOllt 25• '/1/D ACCESS TRAIL AND RECORDED FEBRUARY~ 1993 AS Fil[ NO. 1 . I\_ SCRUB · !RREVOCAf!Lf. (fFER OF DEDICA,hONi -'t-:~/TT-=~1~~9~J-=00~8~3/~o/~I ~or~O~.R. PPROX1A111r1ocAnON / -+f011_rrn_M_or_2_1+r,_~R_s_h-,/o· SElflAeK / 'f WAIER UNI[ PER ROS 18056 l 7FOR snuilltRN,1¥ /p [\ -fNGVO 29 EL~V, : 6.5'). j r -/A ~ / 1/ WIL//5CRUB. '-~ j / / I APPROX/AMIE LOCA llON or 100 YEAR FLOOD EMA ,PANEL 161 OF 2375 ~ TEO JUNE, 19, 991 I ) II ~16 I I . //)(_APPROX/I/A IE EDGE I I i;!i X /0.5 _ OF 'f'7~ llON -1c· I I 117 x/i11/~' I I I ~ 1/ 7 119 / _,,'7t-1--'i,-1-'i'-/-✓~ I I I I ~ I ~ I L X 43.0 X 20.6 X 1 .6 CONSTRIICT/ON NOTES: I. BOUNDARY JNFORI/AllON CALCULATED PER RECORD OF SURVEY 14276 AND DEED RECORDED 1/AY 15, 2006 AS DOCUI/ENT NO 20D6-0342151, OF OFFICIAL RECORDS. 2. A POLICY OF ll/1.[ INSURANCE PREPARED BY CHICAGO llTLE COMPANY DATED 4/10/13 AS ORDER NO. 00151476-995-Ca WAS RE~EltfD FOR EASEMENTS OF RECORD. SAID EASEi/EN TS HA VE BEEN PLOTTED HEREON 1+1/11 ll/E EXCEPllON OF ll/E FO/.LOltlNG EASEi/ENT ltll/a/ HAS NO LOCA llON SET FOR/II AND ll/EREFORE CANNOT BE PLOTTED. al. A UllLITY EASEi/ENT GRANTED TO MW. G KERCKHOFF COMPANY, A CORPORA ll0/1 RECORDED OCTOBER 2, 1940 iii BOOK 1011, PAGE 385 OF OFFICIAL RECORDS UNDER !NSTRUI/ENT NO. 51200. J A PUBLIC ROAD EASEi/ENT GRANTED TO ll/E COUNTY OF SAN DIEGO RECORDED FEBUARY 5; 1941 IN BOOK 1144, PAGE JO OF OFFICIAL RECORDS IS PLOTTED HEREON AS JEFFERSON STREU SAID INSTRUMENT ALSO GRANTS ll/E RIGHT TO EXTEND AND 1/A/NTAIN DRAINAGE STRUCIIJRES AND EXCAVA ll0/1 AND EMBANKMENT SLOPES BEYOND /II[ LIii/TS OF SAID R/GHT-OF0 WAY WHERE REQUIRED FOR ll/E CONSII/UCllON AND MAIN/ENANC[ 4. ALL ON-SITE STORM DRAIN, DRAINAGE SWALE.I; AND BMP AREAS ARE PR/VA IE AND SHALL BE MAINTAINED BY ll/E PROPERTY OWNER. 5. ROOF DOWNSPOUTS SHALL DISCHARGE INTO PLANIER AND LANDSCAPE AREAS PRIOR TO COLLECllON INTO THE PRIVATE STORM DRAIN SYSTEM TO ll/E SAllSFACllON OF ll/E CITY ENGINEER. WATER SHALL NOT BE AlLOltfD TO POND ON SITE OR DRAIN TOWARD BUILDING FOUNDAniJNs. X JJ.8 TW /5 -CONCSILL (TYP) 10' OA MIN /GHT GUARD RAIL PER ARCH. PLANS CONCRETE MASONRY RETAINING WALL PER STRUCIIJRAL [NG/NEER DETAIL NO. 2, 3 &: 4~SHEET J TW 64 FS 58.0 Y d,U 5 15' WIDE IRREVOCABLE OFFER or DEDICA llON I I 12"x12" PCC CATCH BASIN BY 'BROOKS, ' TG 63 84 IMPERMEABLE LINER AROUND Ali SIDES & BOTT/Jll OF BASIN PERII/E/ER PER SOil ENGINEER 18" MIN. ENGINEERED SOil 'SEE NOTE BELOW WA /ERPROOF MEMBRANE '-..-'6"'1.4r.2c.'6'-",_,.lli""1<.~. -~~ PER ARCH/IECT PLANS 3 4 CRUSHED ROCK TYP 6. ALL EX/SllNG AND PROPOSED UllLITY LINES SERWNG ll/E SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 7. CONCRETE DRIVEWAY AND PA nos SHALL NOT Bf LESS /I/AN 4" P.C.C. OVER 4" CRUSHED ROCK, GRAVEL, OR FLOW THROU"GH PLANTER DETAIL . ©A NOT TO SCALE · CLEAN SANO OVER 12" MIN C/Jl/PAC/ED SUBGRADE SOIL TO A MIN/MUii OF 90% 1/0DIFIED PROCTOR DENSITY, ASTM 0-1557. CONCRETE SHALL BE REINFORCED It/TH NO. J BARS PLACED /8" ON CENTER PLACED AT THE 1/IDPO/NT OF THE SLABS. JOINTS PER SOil ENGINEER. REFER TO SOILS REPORT FOR AODlllONAL REC/Jl/1/ENDAllONS. DRIVEWAYS SHALL BE CD.NSTRUC/ED 111/11 AN ADD/llOI/AL 12" /11/CKENED EDGE ADJACENT TO ALL LANDSCAPE AREAS. 8. SEE SHEETS 3&4 FOR IEMPORARY EROSION CONTROL MEASURES AND CONSTRUCllON BEST MANAGEMENT PRACnC[S. 10. UNLESS NOIED Oll/ERll1SE, ALL ROAOWA YS SHALL BE A MIN/1/UI/ 16' IN lt/Dlll DURING CONSII/UCll0/1 AND MAINTAINED FREE AND CLEAR, /NCLUO/NG PARKING OF VEHICLES, IN ACCORDANCE 1+1/11 THE UN!FORI/ FIRE CODE AND arr OF ENCINITAS FIRE DEPARTMENT. 11. ALL WORK PIIOPOSEO ON lll!S PLAN IS [Nlffl[[ Y 111TH!N THE APPLICANrs PROPERTY. IF ANY D/SIIJRBANCE TO ADJACENT PROPERllES IS ANllC/PA/ED AS A RESULT OF ANY PROPOSED WORK, OR AT /II[ 0/SCREllON OF /II[ CITY FIELD INSPECTOR, A 1111/T/EN LETTER OF PERMISSION FRO/,/ ll/E ADJACENT PROPERTY OWNER MUST BE D.BTAINED AND SUBIIIT/ED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY D/SIIJRBANCE ON ll/E ADJACENT PR/VA 7E PROPERTY /I/AT HAS NOT BEEN PREWOUSL Y AU/1/0R/l[D IN 111/lllNG AND SUBMITTED TO /II[ arr IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNllL ll/E REQUIRED PERI/ISS/ON IS OB TAIi/ED. ''ENGINEERED SOil LA YER SHALL BE MINIMUM 18" DEEP:iANDY LOAM SOil I/IX It/TH NO MORE II/AN 5% CLAY CONTENT. ll/E MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCT/, AND 20-30% TOPSOIL. ll/E EFFECllVE AREA OF ll/E BASIN SHALL Bf LEVEL THE SURFACE AREA OF ll/E FLOW /I/ROUGH PLANTER IS 4% OF lllf IMPERVIOUS AREA DRAINING TO IT. ALL RETAINING WALLS SHALL BE WA /ER PROOFED PER ARCHITECT PLANS. A 4 INCH DIAI/E/ER WALL DRAIN SHALL Bf CONSTRUCTED BEHIND ALL RETAINING WAUS WI/II MIN/I/UM I CU. FT/FT OF j" GRA ITT. 111/APPED IN MIRAFI 140// GEO-FABRIC OR AS APPROVED BY SOil ENGINEER. SLOPE PIPE@ 1% MIN TO OUTFALL. GUARD RAIL PER ARCH. PLANS CO/IC. MASONRY RETAINING WALL PER STRUCIIJRAL ENGINEER DETAIL NO. I-SHEET J 18" I/IN. ENGINEERED SOIL ---•SE£ NOTE BELOW 10' DAYLIGHT I/IN} ' _J FF 64,5 PAD 6J.8 II! 61.00 12"x12" PCC CATCH BASIN BY 'BROOKS,' TG 60.92 FG 59.0 5 IE IN 58.50 SUBDRAIN /I/PERMEABLE LINER AROUND ALL SIDES &: BOTTOM OF BASIN PER/1/E/ER PER SOil ENGINEER 18" 11/N. ENGINEERED SOIL *SEE NOTE BELOW WATERPROOF 1/EIIBRANE PER ARCH/TECrs PLANS (TYP) 58. 50. 6' ll/K. J 4 CRUSHED ROCK TYP FLOW THROUGH PLANTER DETAl:oT TO SCALE ® ''ENGINEERED SOIL LA YER SHALL BE I/IN/MUii 18" DEEP'SANDY LOAM SOIL I/IX 1+1/11 NO MORE THAN 5% CLAY CON/EN[ ll/E I/IX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD I/ULCH, AND 20-30% TOPSOIL. THE ElfECllVE AR.EA OF ll/E BASIN SHALL BE L£vtL. ll/E SURFACE AREA OF THE FLOW II/RO.UGH PLANTER IS 4% OF ll/E IMPERVIOUS AREA DRAINING TO IT. ALL RETAINING WALLS SHALL BE WA /ER PROOFED PER ARCT/IIECT PLANS. A 4 INCH DIAIIEIER WALL DRAIN SHALL BE CONSTRUCTED BEHIND ALL RETAINING WALLS ltlll/ 11/NIMUI/ 1 CU. FT/FT OF f GRAVEL 111/APPED IN II/RAFI 140// GEO-FABRIC OR AS APPROVED BY SOil ENGINEER. SLOPE PIPE@ 1% I/IN TO OUTFALL PERIMETER CONCRETE CURB AND CD.NTRO/. JOINTS @ /5' OC PA VERS TO BE FLUSH 1+1/11 OR LOltfR /I/AN CURB UNI ECO-STONE PA VEIi J I /8" (80 MM}. PROVIDE 1% I/IN. SLOPE KEY NOTES: DEJILOISH/PROTECr IN-PLACE 6'5."10.' a·· ([) 0 0 (I) PROTECT "NO PARKING" SIGN IN-PLACE PROTECT CURB, GUTTER AND SIDEWALK IN-PLACE PROTECT &: USE EXISllNG I" WA IER SERWCE PROTECT WA /ER METER BOX IN-PLACE & INSTALL METER @ PROTECT WALL IN-PLACE NEW IMPROVEMENTS (fl ~~c:/;:;1-.::i:;=-t-+1 JO'-t-t-----:~i-65-.5-7-----i---=,:'.'o,, _ __,,-,--J---J-.. :__~. ➔. · .~ [] II] II] [] l1'i i (:::i u ,~o II] [] [Z] II] h f<l7 , FL 65JZ(I; L'J CONCRETE DRIVEWAY PER SORSD G-14 CONG. 1/ASONRY RETAINING WALL PER SDRSD C-3 PLANTER WALL PER ARCHITECTS PLAN CONG. MASONRY RETAINING WALL PER STRUCIIJRAL ENGINEER DETAIL NO. l~SEE SHEET 3 CO/IC. MASONRY RETAINING WALL PER STRUCIIJRAL ENGINEER DETAIL NO. 3-SEE SHEET J CONG. MASONRY RETAINING WALL PER SDRSD C-J 111/11 FENCE ON TOP PER ARCHITECTS PLAN CONG. MASONRY RETAINING WALL PER STRUCIIJRAl ENGINEER DETAIL NO. 2, 3 & 4-SEE SHEET 3 SIDEWALK UNDERDRAIN PER SDRSD D-27 c.' fflGJI cug11 PU SDJ1SD 61· I N ~ l'b;: 'b~ 1i' URB·· OUTLET . Srrmt DRAIN/WATER OIJAIJTY 65.02 'i •· ~ ID',~.f--1-w 57.35 r / A PRl . LOC. S1111. LAr :~ 'c5 6 .48 Fl I (fl GUARD RAil PER ARCH. PLANS 65.72 , 6576 . 65.83 65.94 WV 65.37. 'Fl·. GUARD RAIL PER ARCH. PLANS (i) (j) (jJ (j) © (j) (j) (i) (i) vi) ® @ @ <iJJ @ ® (tjJ SEllfR 5' 111/JE SELF TREAllNG PE!IMEASL[PAvt/1 DRJvtWAY "ECO-st(ffl[" BY UNl"GROUP USA, OR APPROVED [0.UIVALENT PER DETAIL 'c' PRIVATE SPff-D DRAIN {6" DIA} BY NDS OR APPROVED EOUAL PRIVATE /2'xl2" PCC CATCH BASIN BY BROOKS OR APPROVED ED.UAL 4" DIA PEFORATED suEJ/JliAIN AT 1% MIN. SLoPE {SDR-351/IN} 4" DIA SOI.ID WALL PVC AT 1% MIN. SLOPE (SDR-35 I/IN} 12" x 12' PRIVAIE CATCH BASIN BY '/IDS' OR APPROVED EQUAL PR/VA 7E 6" DIA STORM DRAIN {SDR-35 MIN.} AT 1% I/IN. SLOPE J' It/OE x JO' LONG RIP-RAP ENERGY D/SSIPATOR PER SDRSD 0-40, TYPE 1, It/TH CONC SILL. USE NO. 2 BACKING I./' /II/CK, OVER 12" DG FIL /ER BLANKET. 6" It/DE TRENCT/ DRAIN BY '/IDS' Oil APPROVED EOUAL. OUTLET TO B/0-REIENHD.N BASINS 14' X to.5' FLOW THROUGH PLANTER FOR Bl/P'S. NOT TO BE MODIFIED WI/I/OUT CITY PERMIT. SEE DETAIL 'D'. 14' X 7.5' FLQW THROUGH PLANTER FOR Bl/P'S. NQT TO BE MODIFIED 11111/0UT CITY PERM/! SEE DETAIL t. 10' X 6.5' FLOW II/ROUGH PLANTER FOR BMP'S. NOT TO BE 1/0DIFIED 1+1/1/0UT CITY PERMIT. SEE DETAIL 'C'. 11' X 6.5' FLOW II/ROUGH PLANTER FOR Bl/P'S. NOT TO BE 1/0D/FIED 1+1/1/0UT CITY PERIi/[ SEE DETAIL ~ '. 106 SF FLOW THROUGH PLANTE/I FOIi BMP'S. NOT TO BE MODIFIED ltlTHOJJT CITY PERIi/[ SEE DETAIL 'B'. J' 111DE x 12' LONG RIP-RAP ENERGY 0/SSJPATOR PER SDRSD D-40, TYPE 1, It/TH CONG. SILL. USE NO. 2 BACKING I.I' /II/CK, OVER 12" DG FILTER BLANKET J' It/DE x 11' LONG RIP-RAP [N[RCY 01SS/PATOR PER SDRSD 0"40, TYPE I, Will/ CONC. SILL. USE NO. 2 BACKING I.I' /II/CK, OVER 12• DC FILTER BLANKET ~gr l!1!1a5//lrJL r8'!f41iJi,irc:r/tJ,/1!/}f,fAP[ AR[A, POOL DRAIN SHALL 12"x12" PCC CATCH BASIN BY 'BROOKS, ' TG 60.24 CO/IC. MASONRY RETAINING WALL PER SDR5.D C-J Cl) POINT OF CONNECllON SEltfR. CONTRACTOR TO LOCA 7E EX!SllNG SEltfR LA /ERAL AND VERIFY FLOW l/NE ELEVAllON PRIOR TO CD.NSTRUCllON AND ll[ N[W BUILDING SEltfR TO EX/SllNG LATERAL AT 2f MIN. SLOP£ /,1/:5;7~19,t.;_ c5fflf,,-,f!ii{;'·. PERMEABLE PA VERS PER ARCH. PLANS GUARD RAIL PER ARCT/. PLANS TW 63.5 WATER CONG. 1/ASONRY RETAINING WALL PER 5.0RSD C-3 0 TW 58.00 IE OUT 54.30 8 FG 54.2 -------I ' 10' DA tl(GH[ (MIN) 5 FLOW THROUGH PLANTER DETAIL ©C NOT TO SCALE ' 'ENGINEERED SOIL LAYER SHALL BE I/IN/MUM 18" DEEP'SANDY WAIi SOIL I/IX 1+1/11 NO I/ORE /I/AN 5% CLAY CONTENT. I/IE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD I/ULCH, AND 20-30% TOPSOIL. ll/E EFFECllVE AREA OF ll/E BASIN SHALL BE LEVEL. ll/E SURFACE AREA OF ll/E FLOW /I/ROUGH PLANTER IS 4% OF ll/E 11/PERWOUS AREA DRAINING TO IT. ALL RETAINING WALLS SHALL BE WATER PROOFED PER ARCHITECT PLANS. A 4 INCH 0/AMEIER WALL DRAIN SHALL BE CONSTRUCTED BEHIND ALL RETAINING WALLS 1+1111 MIN/I/UM 1 CU. FT/FT OF f GRAVEL 111/APPED IN MIRAFI 140// GEO-FABRIC OR AS APPROVED BY SOIL ENGINEER. SLOPE PIPE @ 1% MIN TO OUTFALL. Rf QUIRED /REA II/ENT CONTROL 81/P TABLE ~~ESSI~ ~ ¥-' L. "'-~ DESC/1/PllON QIJANllTY ~ ~ !!",O,i'.';" @J FLOW /I/RU PLANTER 147 SF 2?~· No. 44173 ° ~ ® FLOW /I/RU PLANTER 105 SF ~ 052.-1-!8 (ftJ FLOW IHRIJ PLANTER 65 SF Mc'e:, F-Z:::-i,a/ /f!EVC///~;:, /4?' !//)J-J-1F~ 1• D/Jl/ESllC WATER SERWCE TO BUILDING SANO GAP "AS v..-J ,/. ,1..-z• BUILT" RCE l/'/!73 EXP. <,, /30 /17 DATE I~ IV\\~ (i!I FLOW /I/RU PLANTER 71.5 SF 'f' OF C~\. \x\l /" BEDDING COURSE 114"-J/[i" WASHED FRACIIJRED OPEN-GRADED STON( PER ASTM NO. 8 REQIJIREMENTS ,SCALE: 1"-10' REV!El,'ED BY: FLOW THROUGH PLANTER OVERFLOW OUTLET (FG tJ.05J L 3" DIA. SIDEWALK UNOERDRAIN PER SDRSD 0-21 @ 1% ® FLOW /I/RU PLANTER 1116 SF 6" THICK I/IN. BASE COURSE 3/4" • ,c-J Jn , A I , h WASH~ FRACIIJR[D OPEN GRADED STD.NE o 5 Io 20 ' I 2: -l 2 -~ ~ I l. I. / PER A NO. i51 BASE REQUIREMENTS INiPF~T □ DATE IE 64.57 FG 64.5 4" PERFORA TEO SUBDRAIN IE 62.5 IMPERI/EABLE LINER AROUND ALL -----SIDES & BO TT/Jll OF BASIN 18" I/IN. ENGINEERED SOIL PER/1/EIER PER SOIL ENGINEER 'SEE NOTE BELOW BOTTOM 62.5 ==FL=OW=TI/J='Ri=Olli="GH===PLA=N=lEJ="R=DE=TA=IL==·®D .. NOT TO SCALE ' 'ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP:iANDY WAIi SOIL I/IX 1+1/11 NO MORE THAN 5% CLAY CONTENT. THE I/IX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. I/IE EFFECllVE AREA OF THE BASIN SHALL BE LEVEL THE SURFACE AREA OF ll/E FLOW THROUGH PLANTER IS 4% OF I/IE IMPERVIOUS AREA DRAINING TO IT. • <Q ,A [3/4" CRUSHED 1/0CK 4" PERFORA IEO SUBDRAIN IE 62.J . IMPERI/EABLE LINER AROUND • ALL SIDES & BOTT/Jll OF BASIN 18 MIN. ENGINEERED SOIL PERIMETER PER SOIL ENGINEER *SEE NOIE BELOW BOTTOM 62.J FLOW THROUGH PLANTER DETAIL 0[ NOT TO SCALE \f.) ' "ENGINEERED SOIL LA YER SHALL 8[ II/NII/UM 18" DEEP'SANDY WAIi SOIL I/IX '/1/lll NO MORE /I/AN 5% CLAY CONTENT. ll/E MIX SHALL CONTAIN 50-60% SAND, 20-30% COi/POST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. I/IE EFFECllVE AREA OF I/IE BASIN SHALL BE LEVEL. ll/E SURFACE AREA OF ll/E FLOW /I/ROUGH PLANTER IS 4% OF ll/E 11/PERWOUS AREA DRAINING TO IT. r ' ·. o.·. ••.'-'c·.·~··. a~-----.~□ · .. J 1/i.B" t NOTES: I SH2EET I CITY OF CARLSBAD /' ~.E5Ts'jl,lli ENGINEERING DEPARTMENT I> . "• ' o . . 0 0 . /0 1/8" 1. ll/E DRIVEWAY CROSS SECllON SHOWN MAY VARY DEPENDING l----+---+----------------+---1---l---+---I ;===~=::::=:=:=:=:=::::::::::::::::::::::::::::::::=::::::::==.:!:-:3::=~ /61" .;, ; l: g0 6" MIN. MIN. WNI°lliu&%rf/ER R-VALUE TESTS TOBE CONDUCTED PRIOR TD GRADING PLAN FOR: , 000 og~o j J 2. ll/lCKNESSOFAGGREGA/EBASEWILL VARYltlTHSUBGRADE DE ANDA RESIDENCE . . • CONDlllONS AND Cl/MA TE. TO BE DETERMINED BY SOILS ENGINEER. --. ·_· +++---' · · 1---+--1-------------+---+---1----1------1 APN: 155,-,/40-41 I I I t 90% C/Jl/PACTED SUBGRADE ,_-,,-,- PA 'vfR DETAIL MTH CONCRETE EDGES /2\F NOT TO SCALE V 'pt""·~•o._i'l1n~vtt't'.a1"~~A~..,-~,,,"l~L~lf5BJL~i5:3=======t~~t 1-z-,.1:s-v. s. ''"" ~ Sl-\1:El'S ~ ,',.1'-11)5 z,r,,,,s ~ 1:,,,,3,,J!> :s,:st; DA TE INITIAL DA TE INITIAL DA Tl\ INITIA~ REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL APPROVED/;' // • r,J::-'-JASON 1o,%fERT ---,~(~~~M!!:::»!::'.'1..,~tl~/1.~,"-,--,----/4 CITY ENG!/:!(ER PE 63912 EXPIRES 9/30/16 D TE OWN BY: CHKD BY: RVWD BY: ORB \J1 s \/) s PROJECT NO. DRAWING NO. CDP 13-30 482-lA 11 \ i I 111214 ' . '-IL•__,_ 3 ELEV 58.0 PER CIVIL #4@32" o.c. b ·' ~ CONTRACTOR TO COORDINATE & VERIFY TOP OF THE WALL, BOTTOM OF THE WALL & TOP OF THE SOIL SHOWN ON THE STRUCTURAL DETAIL WI THE GRADING PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY NOTIFY THE STRUCTURAL ENGINEER IN WRITING 8" CMU SOLID GROUTED ___ ___. WI SPECIAL INSP. F"m=1500psi WI #5 @ 8" O.C. VERT. WI #4@ 24" O.C HORIZ. WEEP HOLE PER SOIL'S ----- ENG'R, RECOMMENDATIONS SLAB & REINF. PER PLAN a' " u "' 4 ,. 3" 4 ., 4 cl ., R 2'-6" cl " ., " ., cl ., Li " 4 ., ., 8" 4'-6" ~3~0 JPER c;IVIL) _ _ -I I I I I --------/ I -·---------/ I I I -I ., 4· , I "1 ., cl 4 " 1'-4" FOR HEIGHT MORE THAN 3'-0" TO MAX. 6'-0"@POOL EQUIPMENT STAIR SITE RETAINING WALL ( CANTILEVERED) SCALE: 1"=1'-0" FOR HEIGHT LESS THAN 3'-0"@ POOL EQUIPMENT STAIR 8" CMU SOLID GROUTED 7------ W/ SPECIAL INSP. -----.-.... F"m=1500psi '~ WI #5@ 16" O.C. VERT. W/#4 @24" O.C. HORIZ. STAIR ~~~ i--------,, I I 1---------1 I TREMPROOF 201/60- FLUID-APPLIED. ELASTOMERIC COAL-TAR FREE WATER PROOFING. (PLEASE VERIFY BEFORE CONSTRUCTION WI ARCH. & GENERAL CONTRACTOR) , CLEAN, CRUSHED, ¾" TO 1 t GRAVEL PER SOILS ENGINEER. VERIFY. TYP. -4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SIZE LOCATION PER CIVIL /SOIL'S ENGINEER TY SEE SHEET 2. WEEP HOLE PER SOIL's--1- ENG'R. ~ ---~ I _I--------/ · TREMPROOF 201/60- FLUID-APPLIED. ELASTOMERIC COAL-TAR FREE WATER PROOFING. (PLEASE VERIFY BEFORE CONSTRUCTION WI ARCH. & GENERAL CONTRACTOR ) RECOMMENDATIONS ~ "'-',,,,~ -2.:i" /,L,l,"-,1<1 8 SLAB & REINF. PER·, PLAN ...._____, ELEV 58.0 PER CIVIL #4@ 32" O.C. __,,. 1 '-6" 4 SITE RETAINING WALL ( CANTILEVERED) SCALE: 1"==1'-0'' -----/ CLEAN, CRUSHED, ¾" TO 1 , .. GRAVEL PER SOILS ENGINEER. VERIFY. TYP. -4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SIZE & LOCATION PER CIVIL. /SOIL'S ENGINEER TYP. SEE SHEET 2. CONTRACTOR TO COORDINATE & VERIFY TOP OF THE WALL, BOTTOM OF THE WALL & TOP OF THE SOIL SHOWN ON THE STRUCTURAL DETAIL WI THE GRADING PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY NOTIFY THE STRUCTURAL ENGINEER IN WRITING CONTRACTOR TO COOR DI NATE & VERIFY TOP OF THE WALL, BOTTOM OF THE WALL & TOP OF THE SOIL SHOWN ON THE STRUCTURAL DETAIL WI THE GRADING PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY NOTIFY THE STRUCTURAL ENGINEER IN WRITING ELEV 64.0 PER CIVIL 8" CMU SOLID GROUTED----~ WI SPECIAL INSP ELEV 58.0 PER CIVIL F"m=1500psi WI #5@ 8" O.C. VERT. W/#4 @24" O.C. HORIZ. WEEP HOLE PER SOIL'S ----,, ENG'R RECOMMENDATIONS 4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SI_ZE & LOCATION PER CIVIL. /SOIL'S ENGINEER TYP. SEE SHEET 2. SLAB & REINF. PER PLAN " 4 ., " q cl 4 <l ., cl 4 "I ;... ,. " • #4@ 32" o.c. --' cl 9 ;... v;,,;Y~~ 4'-6" q 4 q 8" SITE RETAINING WALL ( CANTILEVERED) SCALE: 1"=1'-0" <'1 • ~~~%~ ~%.%~~/ : -TREMPROOF 201/60- FLUID-APPLIED. ELASTOMERIC I COAL-TAR FREE I WATER I PROOFING. (PLEASE VERIFY BEFORE CONSTRUCTION WI ARCH. & ,. • " GENERAL CONTRACTOR ) · CLEAN, CRUSHED , ¾" TO 1 ~" GRAVEL PER SOILS ENGINEER. VERIFY. TYP 0 0 ~ 'ii 4 " I "I " cl I ' I • I ., I ~~x«>? 1'-4" 0 ~ UJ c;: z >-u. ii' UJ <:'.- ~ :a b , b - SITE RETAINING WALL SCALE 1"=1'-0" x .,: "' b ·' "' CONTRACTOR TO COORDINATE & VERIFY TOP OF THE WALL, BOTTOM OF THE WALL & TOP OF THE SOIL SHOWN ON THE STRUCTURAL DETAIL W/ THE GRADING PLAN AND IN THE FIELD PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY NOTIFY THE STRUCTURAL ENGINEER IN WRITING 8" CMU SOLID GROUTED WI SPECIAL INSP. F"m==1500psi WI #5@ 16" O.C. VERT. WI #4@ 24" O.C. HORIZ. ELEV± 55.00 <l #5@9" o.c. ( CANTILEVERED) 3'-3" MAX. VARIES 4'-0" ELEV± 62.85 PER CIVIL 12" CONCRETE WALL (f'c=3000 PSI) WI SPECIAL INSPECTION DRAIN THE PLANTER BOX PER ARCH. I CIVIL RECOMMENDATIONS q ' ' 8'-0" <l 4 • " q ., cl " • <l 4 ., ,f ., a cl q " q • <l 1 '-0" <l . " q 4 q -8" CONCRETE WALL (fcc3000 PSI) WI SPECIAL INSPECTION ...__ __ TREMPROOF 201160-FLUID-APPLIED. ELASTOMERIC COAL-TAR FREE WATER PROOFING. (PLEASE VERIFY BEFORE CONSTRUCTION WI ARCH. & GENERAL CONTRACTOR) ·---#5@ 16" O.C. VERT. ---#4@ 16" O.C. 3" CLR . <l ' ., ' cl q HORIZ. ---#5@ 7" O.C. VERT. _.---2-#4 HORIZ. @ 16" O.C CLEAN, CRUSHED,¾" TO 1 l" GRAVEL PER SOILS ENGINEER VERIFY. TYP. -4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SIZE & LOCATION PER CIVIL b'('.)-1,,~,~/SOIL'S ENGINEER TYP EE SHEET 2. ' cl ., • 4 ' 3'-0" 4 q cl ., I I 4 I P=--~---------,-------~~-------------------------.-------____,...JI ENGINEERING CONSUL TING STRUCTURAL ENGINEERS 8736 PROOVCTION AVENUE SAN DIEGO, CA 92121 TEL (858)566-8855 FAX: (858)566-8955 Email: deltastruc@aol.com Web Site: www.deltase.com 11 AS BUILT" r/..--f ,/. 1=--r-11jot It~ RCE t/'/113 EXP, &.po/J7 D~TE REV!Ev/ED BY, • 2 /2~/zo (L. DATE ~, l---+----+-------------:f----J--+--+----II SH3EET I CITY OF CARLSBAD ( SH>iE5TS.' ENGINEERING DEPARTMENT iJ' ~;:;:;;:;;..'::;;:::;:;=:;;;:=====::::::===3~~~~~ GRADING PLAN FOR: DE ANDA RESIDENCE APN: 155-140-41 TITLE SHEET APPROVED: JASON /~Jtt:;;z CITY ENGINE DATE z. •15 V. s, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Z·l//J-IS ,..., •2-'3•1$ SSt; WN BY: DHB PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~IS COP 13-30 OTHER APPROVAL CITY APPROVAL RVWD BY: \/1 S 482-lA , . " ' ' " , I , 8" CMU SOLID GROUTED W/ SPECIAL INSP. F"m=1500psi W/ #5@ 8" O.C. VERT. W/ #4 @24" O.C. HORIZ. ELEV. ± 55.00 VERIFY W/ CIVIL _______ _..10'-0" MIN. TO DAY LIGHT Si I ~ -,( 03}CLR. i RETAINING WALL DETAIL SCALE: 1"=1'-0"" ty "' 8" CMU SOLID GROUTED W/ SPECIAL INSP. F"m=1500psi W/ #5@ 8" O.C. VERT. W/ #4@ 24" O.C. HORIZ. ELEV. ± 55.00 VERIFY W/ CIVIL ___ 1~0'-0" MIN. TO DAY LIGHT #5@ 18" o.c. /-3" CLR. 1 '-0" RETAINING WALL DETAIL SCALE: 1 "=1 '-0" /I /1 I I I I I /I • I I I I I I I 0 4'-0" 0 0 0 ci /' L I 6'-0" DOWEL TO MATCH VERTICAL REINFORCEMENT IN SIZE & SPACING. CLEAN, CRUSHED,¾" TO 1 t" GRAVEL PER SOILS ENGINEER. VERIFY TYP. 4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SIZE & LOCATION PER CIVIL. /SOIL'S ENGINEER TYP. SEE SHEET 2. [~ I .,. I a" -.r·------,L 1'-4" ______ .----------DOWEL TO MATCH VERTICAL REINFORCEMENT IN SIZE & SPACING. 3'-6" -CLEAN, CRUSHED , ¾" TO 1 ~" GRAVEL PER SOILS ENGINEER. VERIFY. TYP. --4" 0 PERFORATED PVC, SCHEDULE 40 FRENCH DRAIN. SIZE & LOCATION PER CIVIL. /SOIL'S ENGINEER TYP. SEE SHEET 2. / ~ -w' rh g I io -' -' a_ -"' j:', a_ w :5 0 "' w a_ ~I. ----7 ~ -' w ![l () "' ::J -' g, ~ ~ ~ ffi a_ SLAB & REINF. PER - PLAN 8" CONCRETE WALL (fc=3000 PSI) W/ SPECIAL INSPECTION #4@ 16" O.C.--------- HORIZ. #5@ 16" O.C. VERT. -- I I I • 4" 4" I • I / I /I I I :i ,- / I • STAIR ___ ---=--#4jfg 32".Q.C. _ 30" 730" - - --.--- - -- - - -- - - #6@ 11" 0 C. VERT. 8" CONCRETE WALL (fc=3000 PSI) W/ SPECIAL INSPECTION 7 I I 4" 4,'' I -, I 1 I POOL DESIGN BY OTHERS (POOL ENGINEER) \ . .// 12"CONCRETEWALL --------~~ (fc=3000 PSI) W/ I #4@ 16" o.c.- HORIZ. I I I Ur I -1 I t I I _, i 'I' -- SPECIAL INSPECTION 1 · 2-#4 HORIZ.@ 16" O.C. ---·"' #6@ 7" O.C. VERT. CLEAN, CRUSHED , ¾" TO 1 - ;" GRAVEL PER SOILS ENGINEER. VERIFY. TYP. >-3" CLR. ,( #5@ 18" o.c. 3'-0" --"'~,::. RETAINING WALL DETAIL SCALE: 1"=1'-0" 1'-0" I "' -w ch () ;::: ::J -' ) a_ ~ Cl) a_ w • 0 WATER PROOFING BY OTHERS. DOWEL TO MATCH VERTICAL REINFORCEMENT IN SIZE & SPACING. #6 @ T' O.C. VERT. I I // • • __,._ DOWEL TO MATCH VERTICAL REINFORCEMENT IN SIZE & SPACING. :5 "' w ,'.', -·l I 12"" CONCRETE WALL I f_l _,_ k ~,~ • ,. o.c. I I a_ (fc=3000 PSI) W/ " , SPECIAL INSPECTION 3 CLR-·F-----1-- I i _ r· -----+--4" 0 PERFORATED PVC, SCHEDULE 40 -~,, I FRENCH DRAIN. SIZE & / LOCATION PER CIVIL. /SOIL'S ENGINEER TYP. A SEE SHEET 2 "1i$-; ________ _A/ 9 ;.... cl / ~{;, a'. -' () ~ I 2 -'\,-.__.,_,...._,.,J:..;;.~-"=-"=/'-"': -"=-"=-"=~~--~ 't-· #5@ 9.75" o.c. --9-"' __ .•.•• ----2-#4 HORIZ.@ 24" O.C. POOLUNDERLAYMENT UNDER THE PROPOSED SWIMMING POOL PER POOL CONTRACTOR & SOIL'S ENGINEER RECOMMENDATIONS. WATER STOP AS REQD. BY OTHERS 3'-0" --r~_'-0"_3 "+-t ---3'-6" ENGINEERING CONSULTING STRUCTURAL ENGINEERS 8736 PRODUCTION AVENUE SAN DIEGO, CA 92121 TEL (858)566-8855 FAX: (858)566-8955 Email: deltastruc@aol.com Web Site: www.deltase.com ti 11 AS BUILT 11 't./.,Ly. RCE '-/1./ I 73 REVIE\./ED BY• 11fas/Je, DATE i----t---\--------------1----1---1---1-___J I SH4EET I CITY OF CARLSBAD I SH5EETS I ENGINEERING DEPARTMENT ~G;:;R~AD~IN"'G;.-=a;P~L:,:AN;=:F~O~R;: =::=::=::::::::::=:::::=:=::::::::==::::'_':=:::=:::::'. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DE ANDA RESIDENCE APN: 155-140-41 TITLE SHEET APPROVED: JASON S GELBERT CITY ENGINEER PE 63912 EXPIRES 9 30 16 DATE DWN BY: -~□~S~B~ CHKD BY: -~'~//-S~ RVWD BY: VIS PROJECT NO. CDP 13-30 DRAWING NO. 482-7A I , 37. 0 I Jli.1 / / I I I I BUILDt&G SITE J/j I -(r:i PA Tl SI TE Lit/£ ------------------ I ~ POOL 5 8:01--+---1 TERR~~ I ' TW ~5 6 W'; I 0 I ,J~/ ~ {:;, / f',lc6032, fC'c59'82 it ~1 TG 60.24, , TM=5782 .. 12 F C KEY NOTES: OEMl.flSH/PROTECT IN-PLACE ([) PROTECT "NO PARKING" SIG// IN-PLACE Q) PROTECT CURB, GUTTER AND SIDEWALK IN-PLACE Q) PROTECT & USE EX/SllNC /" WATER SERWCE (D PROTECT WATER METER BOX IN-PLACE & INSTALL METER (D PROTECT WALL IN-PLACE NEW IMPROVfJIENTS (D CONCRETE DRl'lrWAY PER SDRSD G-14 [I] [I] [I] CONC. MASONRY RETAINING WALL PER SDRSD C-3 PLANTER WALL PER ARCHITECTS PLAN CONC. MASONRY RETAINING WALL PER STRUCTURAL ENGINEER DETAIL NO. I-SEE SHEET J - • I ""'111.,.L ---"' \/ ( -r/ /. , ----.._ ~Wd)JR I [I] CONC. MASONRY RETAINING WALL PER STRUCTURAL ENGINEER DETAIL NO. J-SEE SHEET J [[] CONC. MASONRY RETAINING WALL PER SDRSD C-J ltTTH FENCE ON TOP PER ARCHITECTS PLAN ~ I F[A . X 64.18 · I ._______~ ([] CONC. MASONRY RETAINING WALL PER STRUCTURAL ENGINEER DETAIL NO. 2, J & 4-SEE SHEET J O' Wf!TLAND ETBACK LINE ~ 62.90 19 " 59.5 I (/) l 58.0 ~ NEW RESIDENCE W/FS 62.9 f FF 630 X 64.0 62.96 1% [It_)OC!AtfJ!ll~~!_~~y-y-----... __ [!J CONG. 1/ASONRY RETAINING WALL PER STRUCTURAL ENGINEER DETAIL NO. 6-S[E SHEET 4 [/l1J CONG. MASONRY RETAINING WALL PER STRUCTURAL ENGINEER OETAIL NO. 7-SEE SHEET 4 [ul Cf///kT ~ASONRY RETAINING WALL PER STRUCTURAL ENGINEER DETAIL NO. 7-SEE fu .._______A,, ___ /\ . ._______,/'------A...____/\_____,,f--..J• I - STORM DRAIN/WATER ()JAUTY • __ / (jJ 5' ltTDE SELF TREAllNC PERMEABLE PA'lrR DRl'lrWAY "ECO-STONE" BY UNJ-GRO.UP USA, Of/ APPRO'lrD EQUIVALENT PER DET1'/L 'c' (}; PRIVATE SPEE-D DRAIN (6" DIA) BY NOS Of/ APPRO'lrD EQUAL ()} PR/VA TE 12"x12" PCC CATCH BASIN BY BROD.KS Of/ APPRO'lrD EQUAL (jJ 4" DIA PEFOf/ATED SUBDRAIN AT 1% MIN. SLOPE (SDR-35 MIN) ?. ir41!._----l /I 62J . 4 JAD 62.J 0 [/f_ 2._22% -I 61/,~ \ ---..J\·---- ~ · .. 1 ~✓ S~e /<ev1s1CJ, ----CONCRi (1; 4" DIA SOLID WALL PVC AT 1% MIN. SLOP( (SDR-35 MIN} (i} 12" x 12" PRIVATE CATCH BASIN BY 'NOS' OR APPRO'lrD EQUAL V) PRIVATE 6" DIA STD.RI/ DRAIN (SDR-35 I/IN.} AT 1% I/IN. SLOPE ~ . ~ -~-~u·~~ -~ ,~~~ _. BfLOW TERRACE/ . '-) 2% I FOUN I i _J (i} J' 111DE x 10' LONG RIP-RAP ENERGY DISS/PA TOR PER SDRSD D-40, TYPE I, l!TTH CONG. Sill. USE NO. 2 BACKING If THICK, O'l[R /2" DC Fil TER BLANKET. (jJ 6" ltTDE TRENCH DRAIN BY 'NDS' OR APPRO'lrD EQUAL OUTLET TO 810-RETENllON BASINS <Jg 14' X /0.5' FLOW THRO.UGH PLANTER FOR BMPS. NOT TO BE MOD/RED lt1THOUT CITY PERI/IT. SEE DETAIL V'. viJ 14' X 15' FLOW THROUGH PLANTER FOR Bl/P's. NOT TO BE MOD/RED 111THOUT CITY PERMIT. SEE DETAIL '['. @ to' X 6.5' FLOW THROUGH PLANTER FOR Bl/P'S. NOT TO BE MODIFIED lt1THOUT CITY PERMIT. SEE DETAIL 'C'. FF 64.5 PAD 638 @ 11' X 6.5' FLOW THRO.UGH PLANTER FOR Bl/P'S. NOT TO BE MODIFIED 111THO.UT CITY PERIi/ T. SEE DETAIL ~ '. (ij; 106 Sf FLOW THRO.UGH PLANTER FOR BMP'S. NOT TO BE 1/0DIFIED 111THO.UT CITY PERI/IT. SEE DETAIL Ti'. E --- (i}; J' WIDE x 12' LONG RIP-RAP ENERGY DISS/PA TOR PER SDRSO D-40. TYPE /, 111TH 6 CONG. Sill. USE NO. 2 BACKING If THICK, O'lrR /2" DC Rl TER BLANKET \)§J J' lt1DE x It' LONG RIP-RAP ENERGY DISS/PATOfl PER SDRSD D-40, TYPE 1, 111TH ,..-:-,, CONG. Sill. USE NO. 2 BACKING 1. I' THICK, O'lrR 12" DG Rl TER BLANKET Vlf POOL DRAIN SHALL DRAIN TO __ RIP-RAP Of/ LANDSCAPE AREA. POOL DRAIN SHALL & ~~f-AiJ!;!tED!JJl8"'Dll}JCJ!.'fJl.OWI-I_SJOl'f,--,----y---._r-y----.,..-, \ @ J' 111D[ X 5' LONG RIP-RAP ENERGY DISS/PA TOR PER SDRSD D-40, TYPE 1, 111TH , CONG. Sill. USE NO. 2 BACKING I.I' THICK, O'lrR 12" DC Fil TER BLANKET. J (jjJ 4: DECK DRAIN BY NOS Of/ APPRO'lrD EQUAL , _ )\._,;-J SEllfR '-----A,---/\. __ _/A.__ ____ /\.J \. __ .,/ -.______/"" (D POINT OF CONNECllON SEWER. CONTRACTOR TO LOCATE EX/SllNC SEWER LATERAL AND 'lrRIFY FLOW UN[ ELEVAHON PR/Of/ TO CONSTRUCllON AND ll[ NEW BU/LO/NG SEWER TO EX/SllNC LATERAL AT 2% I/IN. SLOPE. WATER W /" DOMESllC WATER SERWCE TO BUILDING rn · i"-@• . CONCRETE • OPEN/! CONG ETE 1"=5' 0 5 10 '' AS BUILT" RCE i/'/173 EXP 1,/1oft7 REVIE\,IED BY: IJ/o8/Jb DATE 12./t)./"l..<>!l. DATE I SH5EET I CITY OF CARLSBAD I SHEETS I l----+-----l---~----------+---1----l----1-----l ENGINEERING DEPABTMENT 5 l----+----f--------------1------1-----l-----1--------l ,_, Z· ,-ts V. :S, z·ze--1s ,S~I) -z.,,z.,,15 .:s:s 1----J--~~Q_·1..-~e,cnEJ~ P~ 1'.r/Jr•;." ~1v.::'-~!Z...l"""'"""-+---l----.lr-+--+--1 . _1/0'1[0 SPA, WALLS, STAIRS AND ADDED NOTES 1------+----'-,,,,.~---'-----==--'--"---'--------'-==------1------l-----l-----1--------l DA1E INITIAL DA1E INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlttER APPROVAL CITY APPROVAL GRADING PLANS FOR: DE ANDA RESIDENCE APN: 155-140-41 APPROVED: JASON S. GELDERT 2,zJ-1 s CITY ENGINEER PE 63912 EXPIRES 9 30 16 DATE OWN BY: Df:!B PROJECT NO. I DRAWING NO. CHKD BY: ~IS RVWD BY: \/[ s CDP 13-JO 482-lA :i. 7 C ~ (J1 G) O.i=a,. ..., 00 CJ'IN I >