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HomeMy WebLinkAboutDWG 484-1A; PD 14-03; JAVAHERI RESIDENCE; 01-04l GRADING NOTES (IN ADDITION TD 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 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. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO 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 WELL 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 V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED F.'WM 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 DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING 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 STA TE 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 WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION 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 BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK oPEC/FICA TIONS " ATTACHED TO THE PRELIMINARY SOILS INVESnGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE f/£f,lt,/MNG OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, TE:STING 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 DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTE:D BY THE PROJECT INSPECTOR TO COOROINA TE: A DAT£ AND TIME FOR THE PRECONS1RUCTION MEETING. APPROVED ORA WINGS 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 PRECONSTRUCTION MEETING Wll L BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT (760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. 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 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, STAT£ 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 EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 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 EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED , BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA AOMIN/STRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTE:RED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE 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 WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIA TE:L Y. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTE:N 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, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TE:D GRADING EQUIPMENT SHALL BE LIMITE:D TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/DA YS. ( A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTE:R.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTE:D BY THE CON1RACTOR TO THE CITY ENGINEER FOR AP,~ROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST£ MATERIAL SHALL BE DEPOSITED AT, A SI TE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE:S OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 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 DIRECTE:D BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNl,ORM 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 TE:D. STABILIZED, PLANTE:D AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. GRADING NOTES (CONT) 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. N/A , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA T£ THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTE:D SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE: OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY 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 CONJRACTOR SHALL NOTIFY AFFECTE:D UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINA T£ THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WA TE:R & RECLAIMED WATER) (760)438-2722 "SAN 0/EGUITO WATER DISTRICT (760)633-2650 'LEUCADIA WASTE:WA TE:R DISTRICT (760)753-0155 'VALLEC/TOS WATER DISTRICT (760)744-0460 '()LIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SAN/TA TION DISTRICT (760)726-1340 x1JJO *AS APPROPR/A TE JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER. ND/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 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 TING 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 ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A STA TE:MENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TE:STS. 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 AFTE:R THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTE:D FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHEc:K. 35. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTE:D BY THIS PLAN SHALL INCLUDE "STE:NCILS" BE ADDED TO PROHIBIT WAST£ DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 36. THE SOILS REPORT TITLED "UPDATED GEOTE:CHNICAL INTE:RPRETIVE REPORT. PROPOSED RESIDENTIAL DEVELOPMENT, ASSESSOR'S PARCEL NUMBER 215-492-02, LOCA TE:D AT 7342 AL TIVA PLACE, CITY OF CARLSBAD, SAN DIEGO COUNTY. CALIFORNIA", PREPARED BY EARTH-STRATA, INC, DATED DECEMBER 9, 2013, SHALL d[ CONSIDERED PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EROSION CONTROL NOTES. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HENRY JA VAHERI AT (619) 847-6999 (PHONE NUMBER). 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE: THE RAPID CONSTRUCTION OF TE:MPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITl-iOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES Tv '.''ORK/NG ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTE:R EACH RUNOFF PRODUCING RAINFALL. 5. THE CONJRACTOR SHALL INSTALL ADDITIONAL EROSION CON1ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL B[ RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TE:RS CREATE 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 ~ONCLUS/ON OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING OAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTE:R 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, THE 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, STAT£ OF CALIFORNIA. TEMPORARY PLANnNG AND /RR/GA noN NOTES I ALL PERMANENT AND TEMPORARY EROSION CONJROL PLANTING ANO IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. H YDROSEEOING 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 FLATTE:R THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION 11£1>/TIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA T£ TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TE:D IN ACc''lRDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPEA AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TE:D BY HAND WA TE:RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTE:M 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 THAN 6: 1 SHALL BE /RR/GA TE:D AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEMETO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTE:M. J. /RR/GA HON 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. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs .. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF D/MORPHOLECA g. /TE:MS c.d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC SJREET OR RESIDENTIAL STRUCTURES. h. 1T£M a OF THIS SUBSECTION MUST BE INOCULATED WITH A 1/TROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDING. i. ALL SEED MA TE:RIALS SHALL BE TRANSPORTED TO THE JOBS/TE: IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID co.~TAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONJRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBST/TUTE:D, ALL OR PART, FOR HYDRAULICALLY APPLIED FIL"R MATE:RIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER A CR£. D. AREAS TO BE H"(OROSEEDED SHALL BE PREPARED PRIOR TO HYDROc ,DING BY: 1. ROUGHENING THE SURFACE TO BE PLANTE:D BY ANY OR A COMB/NATION 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. b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT. LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND A .L BONDS REIEASED. SOILS ENGINEER'S CERT/FICA TE /, STEPHEN M. POC'1 E , A REGISTERED (CIVIL/ GEO TECHNICAL.) ENGINL.'.'R OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE 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 DATES OF NOVEMBER 25 , 20...11.._ AND DECEMBER 9 , _Q...1.J_. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HA VE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ~(j~ »A /7 ;/ SIGNED: ~~ ~ "~0FESS10,,'), {y 's'-~\CHA~x' G.E./P.E. NO.: GE 692/ C 40219 $ .$ '° <1 DATE: .3-U --;J...cJ /5 /j; § No. 692 ~ ~ LICENSE EXrlRATION DATE: 09/30/16 0 l/1 Exp. rri rr, ~~~~---- '& ---![} .. Q ~ .. v'~ ~0rccH~,c.~ ,';::-.;-. l't: OF C/1.\..l'<ij; SHEET INDEX SHEET I SHEET 2 SHEET 3 SHEETS 4-5 TITLE SHEET GRADING PLAN GRAD/NC DETAILS SHEET RETAIN/NC WALL DETAILS OWNER'S CERnFICA TE I (HF) HEREBY CERTIFY THAT A REGISTERED SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR ll?LL BE RETAINED TO SUPERll7SE OVER-All GRAD/NC ACT/117TY ANO ADll7SE ON THE COMPACTION AND STABILITY OF THIS SITE. HENRY JA VAHERI 6782 OBSIDIAN PLACE 'CARLSBAD, CA 92009 Br~~~m~;==~Q~•~~~------ PROJECT LOCATION THIS PROJECT IS LOCATED ll?THIN ASSESSOR'S PARCEL NUMBER 215-492-02. THE CALIFORNIA COORD!NA TE INDEX OF THIS PROJECT IS NORTH 1,980,230, EAST 6,254.730. LEGAL DESCRIPTION LOT 101 OF CARLSBAD TRACT NO. 15-04, LA COSTA ESTA TES NORTH, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORD/NC TO MAP THEREOF NO. 8302 FILED IN THE OfflCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 5, 1916, AS FILE NO 16-135858 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS THE SOUTHERLY LINE OF LOT 107 OF MAP NO. 8302, IE N 18'24'00" W. SAID BEAR/NC IS IN THE TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983, DA TUM ZONE 6. BENCH MARK DESCRIPTION: BRONZE DISC SET IN CONCRETE BASE LOCATION: EAST SIDE OF RANCHO SANTA FE ROAD NEAR FENCE APPROX/MA TEL Y 200 FEET NORTH OF STC. 261+98.72 RECORDED: SAN DIEGO COUNTY BENCH LEVEL J 0302 ELEVATION: 176.18 DATUM: NGVD 1929 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY PERFORMED BY BAKER LAND SURVEYS INC., 4213 SUNNYH!Ll DR/Ve, CARLSBAD, CA 92008, (160) 129-5616. SURVEY PERFORMED ON OCTOBER 26, 2002. EARTHWORK QUANnnES CUT QUANTITY: FILL QUANT/Tr IMPORT QUANT/Tr EXPORT QUANTITY: REMEDIAL QUANTITY: 2,160 CY 2,160 CY 0 CY 0 CY 610 CY NOTE.· QUANTITIES ARE PROll7DEO AND ARE TO BE USEO FOR PERM/TT/NC PURPOSES ONLY. DECLARA noN OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDAR,JS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAll?NCS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELlf"'IE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OESICN. KANE ENC/NEER/NC P. 0. BOX 601366 SAN 0/ECO, CA 9216l' (619) 511-3264 BY.· ~ . PAUL R.~ RCE 44016 EXPIRES 06/30/15 DATE.· _'b_•_i_4·_· _Iii~- ~~~,,-.~-----·v-.,---v-----..,-----.,,---~ fil( N011:.: _ o!E SIIE~T 2 FOR REQUIRED :REA_!>1ENT ~ONTI\OL ~MP TABLE ) POST-CONSTRUCTION B.MP TABLE - WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRAD/NC, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES. AND PLANT/NC OF PERMANENT LANDSCAPING AND PRE.PARA 770N OF AS-BUil T GRAD/NC PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON Tif!S SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA T!ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES C!TEO ON THESE PLANS. THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOll?NG DOCUMENTS, CURRENT AT THE T!_ME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENC/NEER: I. CITY OF CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENC/NEERING STANDARDS. J. THIS SET OF PLANS. 4. RESOLUTION NO. _l'iL.A DA TED _fl_LA . 5. THE STANDARD SPECIF/CA T!ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY EARTH-STRATA~~l,N~,c0 •• ______ _ DA TED DECEMBER /1._,2""011~ J'---- 7. THE SAN DIEGO REGIONAL STANDARD ORA ll?NCS ANO AS MAY BE MOOIFIED BY THE CITY OF CARLSBAD ,TANDARDS. 8 CALIFORNIA CO, STAL COMMISSI/ON DEVELOPMENT PERMIT CONDITIONS DA TED _/M~A-~~~------- 9. ENll7RONMENTAL APPROVAL DOCUMENTS DA TED _l,1,16,B _ _<;tL.2.1.....2Q~c=--, ~-----OATE, _J)~J;£MB/;li :?,e, 20/5 · WDID NO. -~-~7c:,,15v90 I. 10. STORM WATER POLLUTION~i'i'fl-fi JJtJN,fl=Afl,..P-R£P4R,. 'EO~e_)(_'.',J.!,_21:2.8.M'd~JfB__~~ 11. STORM WATER MANAGE.ME, PLAN PREPARED BY ~:...KANE: ENGIJ.1Ef.R1tl6 ,__.....,;:::::;;::::;,~ DA TED roAtl.JMRY 2&.L 201' ~~ L.!_', 12. C,-A-L,-1"Q_Y<_'NI._A_S-TORM WA TiirOtlArr!YASSOC!irTlrffrBMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND D£S CRIPTION EX/STINC·PROPERTY BOUNDARY EXIST/NC LOT LINE EXIST/NC EASEMENT EXIST/NC CONCRETE CURB EXIST/NC CONCRETE SIDEWALK EXISTING CONTOUR FINISHED CONTOUR DA 'tlJCHT LINE CUT-FILL LINE CUT SLOPE FILL SLOPE PAD ELEVA T!ON FINISH FLOOR ELEVA T!ON FINISHED GRADE ELEVA T!ON GRADE -% GRADE GRADED SWALE STANDARD DHC SYMBOL QUANTITY ----.• --190- __ _Sp-- ~ T~ I 192.151 FF 194 00 180.6 FG X.X% \ ' CRASS LINED DITCH <= 1;>Z2 LFJ. CONCRETE BROW DITCH, TYPE B PVC DRAIN PIPE, SIZE PER PLAN 12-!NCH CATCH BASIN, BROOKS OR EQUAL RIP RAP ENERGY DISS/PATOR RETA/Ni,VC WALL CONCRETE SIDEWALK SDRSD D-15 ... [Q] SDRSD D-40 SEE~) SDRSD C_;_ 1 & ,-~--- Ff'fj§J .. 1 76 LF) ' '?.10 LF JEA 1 !~ ... : 334 SF NOTE.· QUANT/77ES ARE PROll7DED FOR PERM/TT/NC PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR ANY USE OTHER THAN PERM/TT/NC. / l \\ flOAo -t op.,LOMAR o"-~ ~ ~ -<l ti "" °() 0 ?-~ I .,_o.fe ' " 0 0-- "\ "GA ¾) ~ I, '"' .,, l',0~\) ., sg, i\ "1rw1: ' \. ~ 0 l 0 i ~ SITE t• I ~ J I ' ) AVE~ o,¥ L~ cosr~ ~ " i \ 0 VICINITY .MAP NOT TO SCALE THOMAS CU/DE 1121 Cl I!} ,-- j J I UNDERGROUND SERVICE ALERT ., JX) MWA TE:R REQUIREMENTS THAT APPLY: □ JSTANDARD STORMWATE:R REQUIREMENTS Ll'S \CKJ, PRIORITY PROJECT REQUIRE:.MENTS { E:XE~T FROM HYDROMODIFICA TION? □ YES cm ,~o FOR A DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT (USA) @ 8-1-1 TWO (2) WORKING DAYS BEFORE YOU 'DIG. ~ f----+-+-----------+--+----+--+----j fsHm7 CITY OF CARLSBAD s~)rs L___2_:_J ENGINEERING DEPARTMENT / 4 :==:::::'...::==========:::::'...:::::'::S:~ ~ ,-----0-A-S ~B~U-,--:;I:-;-L-:;T-:-;;0 -----J___-L-_J _________ j___J_l___J _ _J JA VAHERI RESIDENCE GRADING PLANS FOR: Kane Engineering P.O. Box 601366 San Diego, CA 92160 Phone: (619) 517-3264 ,- RL. ~-?;,,. n PAUL R. KANE. PE DATE RcE _po16 EXP. 06/30/15 INSPECTOR ATE '-------------- '!!/'!11/17 PRK O?I05hi PRK DAlE INITIAL ENGINEER Of WORK . I/"(.\ R.ECOR.O PLAN 7342 AL TIVA PLACE, CARLSBAD, CA 92009 If\ REVISE ORIYEll'Al', GMOING, RETAINING WALLS, 6TORM OflAIII; ADP PEP.HAMENT !IMP~ 16!1.f· APPROVEDfj / !/J A .1 ' JASON S. GELDERT, PE =:-c-::::-=~ ( '~~ ·B!:!&_~ ·JI?,. A, l/' I, I r, CITY ENCMIJEER RCE 63912 EXP 09/30/16 DATE REVISION DESCRIPTION DAlE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY: CHKD BY: RVWD BY: PRK I PROJECT NO. I DRAWING NO. Qc(C PD 14-03 484-/A ~-------~ □ jJ ~ 2 lj) 2 C ~ ID m jJ i '/; ~ I ~ □ ":TI jJ mo )> •□o ~ :ac ~ a □@ ~~ •O •• 2 -~ ~ . lj) J !J Z \ ~z~ 2 ,c •~I C ii! mo .!: ~rtl s: iiS OJ. ,n (,l1 S:: ID l iiSz m z jJ m w I ~ I I I w I> ~ I~~ □ jJ mo ~ ~ ~ e! 3~~ i :u U) "0 '~ 2 ·" 7J • • !> lj) !~z ~z~ 2 • C ~~I C ~m~ s: ·-JJ m ii: [))" •Tl ()1£_ ID I ~z m z jJ m w ~ --. L_ EXISTING FIRE HYDRANT EXIST 8' WATER~~ EXISTING 40'56'12' e· SEWER:;I R=5aoo' L=.J5.72' EXISTING TREE TO kEI.IAIN, INSTALL !:J..J ROOT BAfRIER PER GS-8 c...s CONCRETE SIDEWALK ,3 / PER G-1 Q: 'FXISTING 1 /'<,_,,,, ~ ;::::: -.J "'C RIGHT-jOF-WAY .J6'5i'12· R=5b.oo' L=.Jf 18' " EXIST TR, TO BE I . REMOVED (SEE __,.,.+-·· NOTE BEL W}-I' EXISTIM I• WA TE,1? · SERVICE NO MErer- {SEE M TE BELOIP 0+15. JO' VER o+oo. BEG 2s ~ 16' ma EXISTIM I ORIVEWA( 'ER G-li-4 SIOEWALk. I \ . \ ENO ROCK 5WAl..c ,7'-f-,/"7 ,\ FtR O~TAIL SHBf.T 3 1--rc..L.1 'SEE TYPICAL ORIVEWA Y~ 1/ \ I . \ I .. \ '(;ROSS-SECTION Na I ON SHEEt .J \ 1~79.69\CL INT 1 5.48 = a+oo.oo DRl\£WAY 8 'i+o0.00 PVI 166::lO 20' \£R71CAL CURI/£, \ \ \ ·, ' \ \ ·. ·, IN!t(ALL SUBTERRANEAN PERVIOIJ;i P!Pt)VHENRECOMMENO(O BY SOILS ENGINEER. LOCA T/ONS OF-SUBORAIN ._ TO BE QETERMINE[) IN FIEL/J,, SEE . SUBORA/N DETAIL ON SHEET 'J ' \, \, ' ' \ ' '\. . ' . ' ' ·. \ EXIS 'NG SEWE{? \_ SLOPE KE)'.WA Y A T'{OE_ OF FILL ~\ 0\ ". SLOPE P£R SOILS R{:PORT -•._ 1 . .' . . . \ '-' , SEE SPE(;IAL NOTE. BELOW. ' . \ LATERAL · w'rr a EXIST TELEPHONt PEOEST1L 'STING C()RNER~ MOM 'MENT PEI? MAP 8302, 'M ELEV II.JS. 40 .JO' \ .iOlf_ 12:" Pt>'C · JI:,.. \ \ \ \ •. , , , · : .L.E:::,. \\ . 2+60.00 P~t 75. 10 • I )...;-. -OifrLET PIP~i Ill f.)(16Tl~6 DITCH 20' \£R71CAL · R\£ / I_. ~ . \..:{-,· -\_ ·$ii ... -,,__:;..-_;-;--?~~~~·\::::_$:: .\ <= ,\\.-<:==i-.. ·. :, ·,, ,.,.- \ ' ' ' CQNNECT DITCH lO _ tQNCR RQW . • · EXISTING BROW DITCH -01 · . PER D0 7~ ·.. EX!S!ING \. \ TRANSF()RMER'-. \ I I NOTE: PRIOR TO REMOVAL OF EXISTING TREE, A PERMIT ISSUED THROUGH THE PARKS ANO RECREA 770N DIVISION MLL BE REQUIRED, PER SECTION 11.12.090 OF THE CARLSBAD MUNICIPAL COO£ NOTE: A FIRE SPRINKLER BACKFLOW DEVICE PER CMHO Ol+G W-.JA SHALL BE INSTALLED AT THE EXISTING I' WATER METER. o· 20· 40• l""""""""""""""'~---GRAPHIC SCALE: 1 • = 20' \ . \ 1+1000 RV/ 180.'l JO" R71CAI,: CUR . 1+4' 00 PVI. 181.0 GRADING PLAN SCALE: 1• = 20' CUT SLOPE (2: 1) \ 2: 1 '. • \ QUILDINC,f?ETAIN!. PER SEPARATE A PROPERTY LINE l 7' 'MOE ;ONCRETE SWALE___ _ EXISTING _GROUND_~ ____ -~;;,~;: :::NCE ~~~~"" it::::1s[_,.=,,.1~c.,Fl:::,M:/SH==F!=A=D=::::::~::===--,...,-- - - -""" ,::-'-r,.,_ ,m r"""'"'"" I I I fu SECnON 'c-c' SITE SECnON 'A-A' SCALE: 1'=10' HORIZ, 1"=10' VERT SCALE: 1"=20' HORIZ, 1'=20' VERT ' I QfEss1 0 AS BUIL T0 REQUIRED TREATMENT CONTROL BMP TABLE \.. R. ~ Kane Engineering TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE QUANTITY (/J AGREEMENT FREQUENCY "' P.O. Box 601366 v;. No. 44016 INFIL TRA 710N SELF-RETAINING PRIVATE PR/VA TE 2 QUARTERLY 1,7.JO SF Exp. 6/30/17 San Diego, CA 92160 LANDSCAPING Phone: (619) 517-3264 CIVIi-INFILTRATION PERVIOUS PA VERS PRIVATE PR/VA TE 2 SEM/-ANNUALL Y 2,697 SF 0,:-CALI~ T?L-. PAUL R. KANE, PE RCE #016 EXP. 06/.JO(Jl RE /~E'w'f B ~Ur A /fl ~ /\lllJ\ INSPECTOR '?·?1·17 DATE 'ibot1 l I D TE \ ' ' ' ' SPEqAL SOILS £NG/NEERING NOT£ KEl'WA rS AT FILL SLOPES SHALL BE INSTALLED ANO LOCA TEO IN THE FIELD PER THE SOILS ENGINEER's RECOMMENOA 770NS ANO AS APPROVED BY THE ENGINEERING INSPECTOR. -----/ PROPERTY LINE FINISH SLOPE ,,-,,. ,,-,,-EXISTING GROUND / CT __ ------ FINISH PAO BACKCUT AT 1: 1 in SECnON '8-8' SCALE: 1"=10' HORIZ, 1"=10' VERT ' ?J/?Jl/17 PRK I?'>. l\ECORD.1'!.AH • IUVISE. e.ROW DITCH·, DELfTf. PORTION OF BROW DITCH, ADD IZ·ltlCH PIPE; DE.LETt PORTION OF ROCK SWALE. 02/05/11 PRK 11\ REVISE DRl\£WA Y ALIGNMENT AND PROFILE, GRADING, STORM DRAIN; DELETE RETAINING WALL; ADD SELF-RETAINING LANDSCAPE, PA \£MENT AREAS; ADD SELF RETAINING AREA SEC710NS; ADD TREATMENT CONTROL BMP TABLE. e£Pt.K« DAlE INITIAL Sl'E., S:rGNE/) 4-1•/f" ENGINEER OF WORK REVISION DESCRIPTION ENGINEER OF WORK NOTES THE FOLLOMNG NOTES ARE PROVIDED BY THE ENGINEER OF WORK TO GIVE OIREC770N TO THE CONTRACTOR. THE CITY ENGINEER's SIGNA Tl.IRE ON THESE PLANS DOES NOT CONS77TI.ITE APPROVAL OF THESE NOTES ANO THE CITY OF CARLSBAD MLL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. I. EXIS77NG UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED BASED ON BEST AVAILABLE INFORMA 770N. THE CONTRACTOR SHALL, PRIOR TO ANY U77LIT'( CONSTRUC770N, UNCOVER ANY ANO ALL U77L/77ES THAT MAY BE JOINED, CROSSED, OR PARALLELED BY THE PROPOSED U77LITIES TO VERIFY BOTH HORIZONTAL ANO VERTICAL LOCATION. THE CONTRACTOR SHALL N077FY THE ENGINEER OF WORK OF ANY CONFLICTS OR DISCREPANCIES DISCOVERED, PRIOR TO ANY CONSTRUCT/ON OF THE PROPOSED U77LITIES. 2. THE EXIS77NG TOPOGRAPHY ANO GRADES SHOWN ON THESE PLANS IS BASED ON SURVEY INFORMA770N PREPARED BY OTHERS ANO IS NOT WARRANTED FOR ACCURACY BY THE ENGINEER OF WORK. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING GRADES TO HIS/HER SA77SFAC770N. THE CONTRACTOR SHALL N077FY THE ENGINEER OF WORK OF ANY SIGNIFICANT DISCREPANCIES BETWEEN EXISTING GRADES SHOWN HEREON ANO ACTI.IAL EXIS77NG GRADES ENCOUNTERED ON THE SITE. .J. ALL ELEVA 770NS ANO/OR CONTOURS SHOWN HEREON REPRESENT FINISHED SURFACE (OR FINISHED GRADE IN LANDSCAPE AREAS}. THE CONTRACTOR SHALL MAKE THE NECESSARY ALLOWANCES FOR PAVEMENT ANO/OR CONCRETE SUBGRAOE, PAO UNDERCUT, ANO U77LITY TRENCHING. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELEC77NG APPROPRIATE CONSTRUC770N METHODS. THE DESIGN INFORMA 770N SHOWN ON THESE PLANS DOES NOT IN ANY WAY INFER OR IMPLY THE REQUIREMENT TO INCORPORATE ANY SPECIFIC CONSTRUC770N METHODS. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR SELEC77NG. APPROVING. OR MONITORING · ,.. CONSTRUCTON METHOOS, ANO THE PRESENCE OF THE ENGINEER OF WORK ON THE SITE DURING CONSTRUC770N SHALL NOT INFER OR IMPLY THIS. 5. THE CONTRACTOR SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CON0/770NS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA 770NS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL HEALTH ANO SAFETY STANDARDS, LA w.s; ANO REGULA 770NS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD. THE OWNER ANO THE ENGINEER OF WORK HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION IWTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER OF WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXCAVATED SURFACES ARE PROPERLY GRADED TO PROVIDE POSITIVE DRAINAGE ANO PREVENT PONDING OF WATER, ANO SHALL CONTROL SURFACE WATER TO A~O DAMAGE TO FINISHED IICWK ON THE PROJECT OR TO ADJOINING PROPER77ES. THE CONTRACTOR SHALL ALSO PROTECT THE PROJECT ANO ADJOINING PROPERTIES FROM SOIL EROSION OR SIL TA 770N THAT MAY RESVL T FROM GRADING OPERA770NS BY THE APPROPRIATE MEANS UNTIL SUCH 77ME THAT THE PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE BY THE OWNER. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL GRADING IS DONE IN ACCORDANCE IWTH THESE PLANS. IF ANY QUESTIONS ARISE REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION FROM THE ENGINEER OF WORK PRIOR TO STARTING OR CON77NUING ANY WORK. SPECIAL BUILDING DEPARTMENT NOTES I. REQUIRED BUILDING SETBACKS.-FRONT= 20; REAR= 20; SIDES= 10' 2. MAXIMUM BUILDING HEIGHT.· 35' .J. LOT COVERAGE· TOTAL SITE = 61,986 SF BLOG FOOTPRINT= 4,304 SF (6.94% COVERAGE} TOTAL IMPERVIOUS AREA {INCLUDING NEW SIDEWALK ANO DRIVEWAY IN RIGHT OF WAY) = 4,846 SF 4. TOTAL AREA OF LANDSCAPING.· LESS THAN 5,000 SF 5. BUILDING PERMIT MLL NOT BE A "FOUNOA 770N ONLY' PERMIT. WALLS MTHIN BUILDING FOUNDATION TO BE PERMITTED UNDER ONE BUILDING PERMIT. A00l770NAL INSPEC770N OF 8f!tf%foPf;Mfftf'sAro;'JiA~1;Jt·:.o £t:ouf:tN}°!f?,ffg'i,/J/ffJ// UNTIL PADS ARE BERM PER PLAN FINISHED SLOPE PER PLAN 10' TOP OF GRATE ELEV PER PLAN S)<,, <Jt ~cf, ~\,t ~ (<,~ VARIES VARIES PAO ELEVATION HOUSE FOUNDATION ------:::::::::~===~~ FINISH GRA/JE AT CATCH ::::::::::::::::::::::::::~:;;,;,;: BASIN PER PLAN [ PR/VA TE CATCH BASIN ANO PIPE SECnON 'D-D' SCALE: 1"=5' HORIZ, 1"=5' \£RT I SH~ET I CITY OF CARLSBAD uE1J ENGINEERING DEPARTMENT 4 ,GRADING PLANS FOR: JAVAHERI RESIDENCE 1./, 1/l1, -.-,;; /l.. 2,,IJ,16 =<: 7342 AL 71VA PLACE, CARLSBAD, CA .12009 ' APPROVED: ~-✓f✓~i JASON S. GELDERT, PE z,,1/,UJ/-6 CITY ENGINEE!'( RCE 63912 EXP 09/30/16 DATE PRK I I DRWN BY: PROJECT NO. DRAWING NO. OAlE INITIAL DAlE INITIAL S"<., CHKD BY: PD 14-03 484-1A OTHER APPROVAL CITY APPROVAL RVWD BY: D,; /1.. I □ i 2 (j) 2 C ~ OJ m lJ □ i 2 (j) 2 C ~ OJ m lJ □ lJ ~ 2 (j) 2 C ~ OJ m lJ 02'!716 DRIVEWAY PAVEMENT DESIGN NOTES 1. ALL PR/VA TE ONSITE ORIVEWA Y PAVEMENT SHALL BE PERV!OUS. CONSIST/NG Or EITHER PERMEABLE CONCRETE PAVEMENT, UNIT PA VERS. OR OECO/,IPOSEO GRANITE PAVEMENT, UNLESS OTHERMSE SHOllf,/ ON PLANS. 2 THE Ollf,/ER SHALL DETERMINE THE INOIVIOUAL LIMITS Or THE PERMEABLE CONCRETE PAVEMENT, UNIT PA VERs; ANO OG PAVEMENT AT THE TIME Or INSTALLA l/ON. J. PERMEABLE CONCRETE PAVEMENT SECTION SHALL BE PER THE SOILS ENGINEER's RECO/,IMENOA l/ON.5; LETTER BY EARTH-Sl/?A TA, INC, OA TEO DECEMBER 3, 2014, ANO SHALL INCLUDE THE FOi.LOWiNG: 4. 0 INCHES (MIN) PERVIOUS PORTLAND CEMENT CONCRETE, 2 0 INCHES CLEAN SANO, RL TER FABRIC (MIRAR 140N OR EQUAL), 4. 0 INCHES GRAVEL OVER CO/,IPACTEO SUBGRAOE. 4. PERMEABLE CONCRETE PA VERS Sl/?UCTIJRAL SECTION SHALL BE PER THE SOILS ENGINEER's RECO/,IMENOAT/ON.5; LETTER BY EARTH-Sl/?ATA, INC, OATEO DECEMBER 3, 2014, ANO SHALL INCLUDE THE FOi.LOWiNG: CONCRETE PA VERS MINIMUM J. 0 INCH THICKNESs; 2 0 INCHES CLEAN SAND, RLTER FABRIC (MIRAR 140N OR EQUAL), 4. 0 INCHES GRAVEL OVER CO/,IPACTEO SUBGRAOE. 5. FOR THE PORTIONS Or DRIVEWAY OVER 6% GRADE, A CONCRETE BAND 6. 0 INCHES WIDE (MINIMUM) SHALL BE PLACED EVERY 20 FEET LONGIT/JO/NALL Y ALONG THE ORIVEWA Y, ANO SHALL EXTEND FRO/,I TOP Or PAVEMENT TO A MINIMUM Or 2 0 INCHES INTO THE SUBGRADE. THE CONCRETE BAND SHALL BE REINFORCED MTH 11W NO. 3 REBARs; ONE ON THE TOP ANO ONE ON THE BOTTOM. 6. THE AGGREGATE BASE COURSE FOR BOTH THE PERVIOUS CONCRETE AND THE UNIT PA VERS SHALL BE 4. 0 INCHES MINIMUM FOR WATER QUALITY PURPOSE.5; BUT MAY BE INCREASED FOR Sl/?UCTIJRAL PURPOSES IF DIRECTED BY THE SOILS ENGINEER. 7. RNAL ·PAVEMENT Sl/?UCTIJRAL SECTIONS SHALL BE VERIREO BY THE SOILS ENGINEER BASED ON R-VALUE TESTS OR OTHER RELO DATA AS MAY BE OBTAINED BY THE SOILS ENGINEER. 8. THE CITY ENGINEERING INSPECTOR WILL CONDUCT A PRE-PAVING MEETING BEFORE THE START Or ANY PAVING OPERA l/ONS. THE DEVELOPER ANO/OR HIS RELD REPRESENTA l/VE ANO THE PAVING CONT/?ACTOR ARE REQUIRED TO A TTENO THIS MEETING. 9. FOR OTHER REQUIREMENTS SEE GRADING NOTES ON SHEET 1. IN THE EVENT Or ANY CONFl/Cl/NG INFORMA l/ON, THE DESIGN REQUIREMENTS PER THE SPEC/RCA l/ONS ON THIS SHEET ANO AS RECOMMENDED BY THE SOILS ENGINEER SHALL TAKE PRECEDENCE. BU/LO/NG FOUNOA l/ON SELF-RETAINING PAVEMENT (OR LANDSCAPE) AREA AS SHOllf,/ ON PLANS 0~ c,f-~ ----------'---~ <,,v,J-~:.Y <:r 2% MIN 11 111 I -11 I - IMPERMEABLE MEMBRANE TO 80 TTO/,I Or FOOTING (SEE NOTE BELOW} NOTE: IMPERMEABLE MEMBRANE PER SOILS ENGINEER's RECO/,IMENOA l/ONS SHALL BE PLACED ALONG FOOTING WHEN SELF-RETAINING AREAS ARE LESS THAN 10' FRO/,I FOUNDATION. DETAIL: IMPERMEABLE MEMBRANE AT FOOnNG RLL PER PLAN (DEPTH VARIES} • <o I - SCALE: J/4" = 1'-0" RN/SHED GRADE EXISTING GROUND I . . I 4" PERFORATED Pl-t:' Wl?APPEO IN RL TER FABRIC GRAVEL BACKRLL NOTE: THE REQUIREMENT FOR ANO LOCA l/ON Or SUBDRAINS SHALL BE DETERMINED BY THE SOILS ENGINEER DURING GRADING OPERATIONS ANO SHALL BE APPROVED BY THE CITY Or CARLSBAD ENGINEERING DEPARTMENT PRIOR TO INSTALLA l/ON. THE SUBORAIN SHALL OUTLET AT A SUITABLE LOCA l/ON TO BE DETERMINED IN THE RELO ANO AS APPROVED BY THE ENGINEERING INSPECTOR. DETAIL: SUBTERRANEAN PERVIOUS DRAIN SCALE: 1 • = 1 '-o• ili RN/SHED GRADE CUT OR RLL SLOPE PER PLAN 2' 20' 16' PERVIOUS CONCRETE PAVEMENT OR UNIT PA VERS PER NOTES • l EXISTING f GROUND I 0~ c,f- '" ,.)-¥-f,,\.Y, ~ 2% - PAVEMENT SUBGRADE 2' • SEE ORIVEWA Y PAVEMENT DESIGN NOTES AT LEFT 1.5' WIDE ROCK SWALE PER DETAIL AT RIGHT CUT SLOPE PER PLAN TYPICAL DRIVEWAY CROSS-SECTION NO. 1 EXISTING GROUND RN/SHED GRADE ·------------------------- 2' SCALE: 1"=5' HORIZ, 1"=5' VERT 20' 16' PERVIOUS CONCRETE PAVEMENT OR UNIT PAVERS PER NOTES• -~-_ ____f',_PA~l,fM.~'E,~NT SUBGRAOE ---------------- 2' r-:':-:~~.-AJ,.'2' RLL SLOPE ££:). PER PLAN ---------------------------________":':,,.__ • SEE DRIVEWAY PAVEMENT DESIGN NOTES AT LEFT TYPICAL DRIVEWAY CROSS-SECTION NO. 2 CVT SLOPE PER PLAN EXISTING GROUND 2' SCALE: 1"=5' HORIZ, 1"=5' VERT 20' 16' PERVIOUS CONCRETE PAVEMENT OR UNIT PA VERS PER NOTES • PAVEMENT SIJBGRADE 2' • SEE DRIVEWAY PAVEMENT DESIGN NOTES AT LEFT ABOVE RN/SH GRADE TYPICAL DRIVEWAY CROSS-SECTION NO. 3 SCALE: 1"=5' HORIZ, 1"=5' VERT HAS ~ Kane Engineering PAUL R. KANE, PE z P.O. Box 601366 R~ #016 EXP, BUIL TH 06/J0/17 No. 44016 rJ.i xp. 6/30/17 ., c,v11. ~-.;-, OF CALI~ San Diego, CA 92160 Phone: (619) 517-3264 x;j' ED\~\~ INSPECTOR' 2" ROCK (1" MIN, 3" MAX) CONCRETE DRIVEWAY PER PLAN • <o IMPERMEABLE LINER V!SQUEEN OR EQUAL 1'-6" RN/SHED CUT OR RLL SLOPE PER PLAN 2X6 REDWOOD HEADER ' DETAIL: ROCK SWALE CO/,IPACTEO EARTH BERMl ----t-- 2: 1 2" SIZE ROCK (4" THICK MIN) TOP Or BERM ELEVATION PER PLAN = I= SCALE: 1 • = 1 '-0" PLAN VIEW 2'-0" EXTEND ROCK TO 80 TTOM Or BERM BOTH SIDES 2: 1 SPILL WA Y ELEVA l/ON PER PLAN NOTCH SIDES AT 2· 1 I= = ----J----- 80TTOI,( Or BERM 2" SIZE ROCK (4" THICK MIN} SECTION 'A-A I NATIVE OR HA WAI/AN GRASS M/Xl/JRE SLOPE (WHERE OCCURS ON PLAN) EROSION CONT/?0/. MA mNG - INSTALL, ANCHOR IN PLACE PER MANUFACTIJRER's RECO/,IMENOA l/ON <._ NOTE: GRASS TO BE MAINTAINED AT 2 TO 4 INCH HEIGHT DETAIL: GRASS-LINED DITCH --.. - SCALE: 1 • = 1 '-o• CONCRETE DITCH GRASS DITCH • c:, "' ' J'-0" DITCH TRANSITION -, I '- I I I • I-<o - I "' I I DITCH FlOW/.INE/ DIRECTION Or FlOW PLAN VIEW < CONCRETE DITCH FlOW/.INE DITCH TRANSITION GRASS LINED DITCH FlOW/.INE FLOW -=111=11 ,ffi-lTI -111 ' CUTOFF WALL ALL --6" MIN, I I . ~ ~ AROUND DITCH TO _ . . _ RN/SH GRADE SECTION 'A-A' DETAIL: BERM /SPILLWAY u DETAIL: GRASS TO CONCRETE DITCH TRANSlnON SCALE: 1" = 2'-0" ili SCALE: 1 • = 2'-0" I SH~ET I CITY OF CARLSBAD ISH©&I ENGINEERING DEPARTMENT GRADING PLANS FOR: JAVAHERI RESIDENCE GRADING DETAILS '?·,1-17 7342 AL 71VA PLACE, CARLSBAD, CA 92009 DATE APPROVED: // V 11.11. A • JASON S. GELDERT, PE . ~/?JI / 17 PR.K IZ. Rf.CORD PLAtl-REVl~E 01'.lVEWA'I' 5~CT10N . .. . Z-11.z.oll, 02/05/1, PRK 11 ADD IMPERMEABLE MEMBRANE DETAIL, BERM/ 2/11 /ii, D~~ 2,,,,, "· 'SS( CITY ENGINEl::R RCE 63912 EXP 09 /30 /16 DATE 1 /10/1, SPILLWAY DETAIL. 'iUP<A'Ef s .. r S•GJJEO 1/•/,IS' DR'IIN BY: PRK I PROJECT NO. I DRAW1NG NO. OATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: J,C., REVISION DESCRIPTION PD 14-03 484-1A 1DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RV'Ml BY: I Cl i 2 (j) 2 C s:: Ill m :0 0217'16 Cl :0 i 2 (j) 2 C s:: Ill m :0 □ :0 § 2 (j) 2 C s:: tc m :0 ( 1.0 GENERAL. NOiE& I.I Tl-IE CONTRACTOR SI-IALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS 6EFORE STARTING WORK AND Tl-IE ENGINEER/ARCI-IITECT 51-iALL 6E NOTIFIED IN WRITING IMMEDIATELY OF ANY Dl5CREFANCIE5. 12 ALL OMl55I0N5 AND CONFLICTS 6ETWEEN Tl-IE VARIOUS ELEMENTS OF Tl-IE WORKING DRAWINGS AND/OR 5FECIFICATION5 SI-IALL 6E 6ROUGI-IT TO Tl-IE ATTENTION OF Tl-IE ENGINEER 6EFORE PROCEEDING WITI-I ANY WORK 50 INVOLVED. 1.3 No FIFES, DUCTS, 5LEEVE5, CI-IA5E5, ETC., SI-IALL 6E PLACED IN 5LA65, 6EAM5, OR WALLS UNLE55 5FECIFICALL Y SI-IOWN OR NOTED. NOR 51-!ALL ANY STRUCTURAL MEM6ER 6E CUT FOR FIFES, DUCTS, ETC., UNLE55 OTI-IERWI5E NOTED. • ! 1.4 IN NO CASE 51-iALL WORKING DIMENSIONS 6E SCALED FROM FLAN5, 5ECTION5 OR DETAILS ON TI-IE5E DRAWINGS. I.B FLAN5 51-iALL NOT 6E U5ED FOR CONSTRUCTION UNTIL A 6UILDING PERMIT I-IA5 6EEN I55UED. lh ALL WORK TO 6E PERFORMED 6Y A LICENSED CONTRACTOR. Tl-IE CONTRACTOR 15 TO INSURE TI-IAT Tl-IE FLANS ARE REVIEWED 6Y Tl-IE , 50IL5 ENGINEER FOR COMPLIANCE WITI-I SOIL CONDITIONS. 2.0 !=OUNDAilON 2.1 60TTOM OF FOOTINGS 51-!ALL 6E (UNLE55 OTI-IERWI5E NOTED), ONE 5TORY -12" WIDE X 12" INTO 50IL TWO STORY -IB" WIDE X 18" INTO SOIL ALL FOOTINGS TO I-IAVE A NO. B RE6AR TOP AND 60TTOM 22 50IL PREPARATION, GRADING AND FOOTINGS TO 6E IN CONFORMANCE WITI-I Tl-IE 2e>le> C6C CLA55 V 50IL /UNLESS OTI-IERW;5E NOTED PER 50IL5 REPORT). 2.3 FINI51-1 EXCAVATION FOR FOUNDATION 51-iALL 6E NEAT AND TRUE TO LINE WITI-I ALL LOOSE MATERIAL REMOVED FROM EXCAVATIONS. Tl-IE FOOTING EXCAVATIONS SI-IALL 6E KEPT FREE FROM L005E MATERIAL AND STANDING WATER. 6EFORE ANY CONCRETE 15 PLACED, EXCAVATION 51-!AL!-6E CI-IECKED AND APPROVED 6Y A QUALIFIED SOIL ENGINEER TO INSURE COMPLIANCE WITI-I REQUIREMENTS. 2.4 PROVIDE 51-iORING AT TOP OF ALL RETAINING EARTI-I PRIOR TO 6ACK- FILLING UNLE55 OTI-IERWI5E NOTED. 51-!0RING TO REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL 5UFFORTING MEM6ER5 ARE INSTALLED. /IF 5UFFORTING MEM6ER5 ARE CONCRETE, 51-!0RING 15 TO REMAIN IN PLACE FOR (7! DAYS MIN. AFTER CONCRETE PLACEMENT! 25> 6ACKFILL FOR ALL RETAINING WALLS 51-iALL 6E FERVIOU5 MATERIAL. 2h 6ACKFILLING 51-iALL NOT 6EGIN UNTIL ALL MASONRY OR CONCRETE RETAINING MEM6ER5 I-IAVE 6EEN PLACE A MINIMUM OF (14) DAYS. 2.7 TESTING LA6 51-!ALL 5U6MIT COMPACTION FOR ALL FILL TO Tl-IE 50IL5 ENGINEER PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT (INCLUDING 6ACKFILL 6EI-IIND RETAINING WALLS) 51-iALL 6E COMPACTED TO 90% OF MAXIMUM DENSITY. COMPACTION 51-!ALL ALSO COMPLY WIT,-1 T,-iE 50IL5 REPORT. J.O REIN!=ORCED CONCREiE 3.1 CEMENT 5,-IALL CONFORM TO AS TM C IBe>, TYPE I OR TYPE 11. 3.2 CONCRETE 5,-IALL 6E WATER CEMENT RATIO .4B WIT,-I NORMAL WEIGi-iT AGGREGATES CONFORMING TO A5TM C 33. 3.3 READY-MIX CONCRETE 5,-IALL 6E MIXED AND DELIVERED IN ACCORDANCE WITI-I A5TM C 94. 3.4 CONCRETE 5,-IALL ,-iAVE A MINIMUM COMFRE55IVE 5TRENGTI-I AT /28) DAYS AS FOLLOWS, 5LA6 ON GRADE ----2Bi<?i<? F5I FOOTINGS . . ...................... 2Be>e> F5I 35> ADMIXTURES MAY 6E USED WITI-I PRIOR APPROVAL OF Tl-IE ENGINEER ADMIXTURES 51-!ALL COMFL Y WITµ A5TM A 494 AND 6E OF A TYPE T,-IAT INCREASES T,-iE WORKA6i'L ITY OF Tl-IE CONCRETE 6UT 51-iALL NOT 6E CONSIDERED TO REDUCE Tl-IE SPECIFIED MINIMUM CEMENT CONTENT. ' (CALCIUM CI-ILORIDE 51-iALL NOT 6E USED.! 3h NO CONDUIT PLACED IN CONCRETE 5LA6 5,-IALL ,-IAVE AN OUTSIDE DIAMETER GREATER T,-iAN 1/3 Tl-IE TI-IICKNE55 OF T,-iE SLA6. EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEARANCE 6ETWEEN CONDUITS 5,-IALL 6E I&". 3.7 PROJECTING CORNERS OF 5LA65, 6EAM5, WALLS, COLUMNS ETC., 51-iALL 6E FORMED WIT,-1 A 3/4" CI-IAMFER UNLE55 NOTED OTI-IERWI5E. 3.B NON-5,-IRINK GROUT 5,-IALL I-IAVE A MINIMUM COMFRE55I0N 5TRENGTI-I AT (28! DAYS OF 7e>e>e> F5I AS MEASURED 6Y A5TM C 109. FREGROUTING OF 6A5E PLATES 51-iALL NOT 6E PERMITTED. 3.9 CONCRETE 51-!ALL CONFORM TO ALL REQUIREMENTS OF ACI 3e>I SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 6UILDING5, EXCEPT A5 MODIFIED 6Y T,-IE5E NOTES. 3.le> 5LA65 POURED ON GRADE 51-iALL 6E LEVEL (OR FLANARJ TO WITI-I 1/8" IN 8'-12?" IN ANY DIRECTION EXCEPT AS NOTED OT,-IERWI5E ON Tl-IE FLANS. MODIFIED 6Y TI-IE5E NOTES. 4.1 4.2 4.3 4.4 45> 4h 4.7 4.B REIN!=ORCING S>iEEL. 6AR REINFORCEMENT SI-IALL 6E ASTM A bl!;,, GRADE 40 FOR 05 AND SMALLER AND GRADE be> FOR 6AR5 LARGER Tl-IE "!;,_ WELDED WIRE FA6RIC 51-iALL CONFORM TO A5TM A 185. VERTICAL 6AR5 IN WALLS 51-iALL 6E ACCURATELY POSITIONED FER Tl-IE FLANS AND TIED INTO POSITION TOP AND 60TTOM P!D AT INTERVALS NOT EXCEEDING /192) TIME5 Tl-IE 6AR DIAMETER. REINFORCING DETAILING, 6ENDING AND PLACING 51-iALL 6E IN ACCORDANCE WITI-I T,-IE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. REINFORCING STEEL 51-!ALL I-IAVE T,-IE FOLLOWING MINIMUM COVER, FOOTINGS ADJACENT TO EARTI-I ___ 3" CLEAR CONCRETE SURFACE /FORMED! EXPOSED TO EARTI-I OR WEATI-IER ------2" ALL REINFORCING STEEL, ANCI-IOR 60L TS, DOWELS AND INSERTS 5,-IALL 6E WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. DOWELS 6ETWEEN FOOTINGS AND MASONRY 51-!ALL 6E Tl-IE SAME GRADE, SPACING AND SIZE. SPACER TIES "3 SHALL 6E PLACED APPROX. AT 2'-1&" O.C. IN ALL FOOTINGS TO SECURE REINFORCING IN PLACE. "DECLARATION OF RE5FON5I6LE Ci-lARGE" I I-IERE6Y DECLARE TI-IAT I AM Tl-IE ENGINEER OF WORK FOR Tl-IE PORTION OF Tl-IE PROJECT 51-!0UJN ON 5,-IEET 4, TI-IAT I I-IAVE EXERCISED RE5FON5I6LE C,-IARGE OVER Tl-IE DESIGN OF Ti-1I5 PORTION OF T,-iE PROJECT A5 DEFINED IN SECTION 1&712?3 OF Tl-IE 6U5INE55 AND PROFE55I0N5 CODE, AND TI-IAT Tl-IE DESIGN 15 CONSISTENT WIT,-1 CURRENT STANDARDS. I UNDERSTAND TI-IAT Tl-IE CI-IECK OF Tl-IE PROJECT DRAWINGS AND SPECIFICATIONS 6Y T,-IE CITY OF CARL56AD DOES NOT RELIEVE ME, A5 ENGINEER OF WORK, OF MY RE5PON5I6ILITY FOR PROJECT DESIGN. FIRM, MANNING ENGINEERING INC. ADDRESS, 41892 ENTERPRISE CIRCLE 50UT,-i, SUITE E. TEMECULA, CA 92B9e> TELEP,-IONE, /9BI! 291&-112?44 6Y, 6RUCE J. MANNING DATE, FE6RUARY 4, 212?11& R.C.E. NO., C0384Bi& REGISTRATION EXPIRATION DATE, MARCI-I 31, 2@17 "AS BUILT" I I I I I I MANNING ENGINEERING INC. Civil/ Structural Consultants 41892 Enterprise Circle So., Suite E T1-L ~-71·17 PAUL ~ .. KANE, PE DATE Temecula, CA 92590 Rlfj 4401~ EXP:-1l'oO/l7 1:(951) 296-1044 a,:(951) 296-1047 @: manni ngengi nee ri ngi nc@verizon. net JS~\ 0cA1~ , FEB O 4 2018 INSPECTOR / I I I I I I I I I I I I I I I I I I I I I I -- • "!;,1'18" O.C. (V!---+--t "!;,1'18" o.c. (1-1! 8" CONG. ---1 --3 3/411 I-==f 1121: ~ 5!-IEAR KEY ~ I ---• "'S«il811 O.C. ------- . RI ( 4'-6'1) • "!;,1'18" O.C. (V )--+----l ..,,.,18" o.c. (,-1) 8 11 CONC.---1 I~ n ~-AR KSY~ z _,,,__ -----'<--r' ' ,'\, • • • "!;,el8" 0.C. (V !--+--1 "!;,eI8" O.C. (1-1) b" ,-. : . J b" CLR ,I) ' 'I' "'1 ' "' ai ai ' "' "' ' "' SCALE 3 3/411 =1'-011 SCALE 2 3/411 =1 1-'2'0 \,,,._ RI ( 2 , _~II) SCALE I c:=--r--7~----"""~ =-✓-,.,-=-----c::-cc-,..,--c:..:::::c;-;::::::::;;;:-::::::::c-~F::::.:: -:::1F:;-c:..::f::c;;::::::::f:::::;;-s~;~~-~§~~-~~~~~-~~;~~-;;~~As~;~~A;~~~:~/;4;" ':':=::.:l~':~rZ)~==·_· ~~-;~;_J-1l/ t----+-------i-----------1---+-----+---+--------! fSHml CITY OF CARLS BAD 3/51/17 FRK /'b. RECORD PLA>-1 /1\ ~PLACE5 5f!EET I ORIGINALLY 51<iiNED e>4-e>I-IS 'l./11/I~ JX:/1-. 2,·11,/1, ~ DATE INITIAL DATE INITIAL DATE INITIAL· ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L___1_J ENGINEERING DEPARTMENT s~s1 1 4 )'_I\ GRADING PLANS FOR: JA VAHERI RESIDENCE RETAINING WALLS 7342 AL TIVA PLACE, CARLSBAD, CA 92009 APPROVED: /j } /A A I n JASON S. ., , CITY ENGINEER ~CE 63912 EXP 09/30/16 DRWN BY: ___ _ CHKD BY, Sc., RVWD BY: PROJEg,T NO. PD 14-03 GELDERT, PE z, 1/, toU, DATE DRAWING NO: 484-IA ,. --\----. 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 0 I 2 Ci) 2 C ~ IJJ m :0 0 :0 ~ 2 Ci) 2 C ~ IJJ m D 0 I 2 Ci) 2 C ~ IJJ m D '!; TOP OF lllALL------H----et It. I =-1 I ,_ • ,,-, , • " , ,, " , ' ., ),_, ., " " " 1---L"' ., 1.l • ,,., • 1----r " 111 CLR " . 2 3/411 H '!; TOP OF lllALL-+-------H--.1 8 11 CMU-+-----1 • '!;., 24" !H!'-t-----;;=M! '!; " 16" O,C, (V! W/ SPECIAL INSPECTION 3" "H 12" CONC,--1------ " J~=1J_ SHEAR KEY~ WEEPS 32" ~ -ll ' 1'-311 It. • ' , ,.: ; RETAININ~ WAI.I.. R2 (6'-8 11 ) " MANNING ENGINEERING I NC. Civil/ Structural Consultants 41892 Enterprise Circle So., Suite E Temecula, CA 92590 1:(951) 296-1044 'i:(951) 296-1047 @: manningengineeri ngi nc@ve rizon. net <!l -ll ' 11 AS BLJIL T 11 DATE RCE~--EXP, ___ _ REVIE',/ED BY, INSPECTOR DATE '!; TOP OF WALL------H----el <!l It. Q ,, ' "' 1-'!;----t--------11-c,,-01 ,, 1•-i011 It. SCALE 3/411 =1'-0 11 2 SCALE 3/4 11 =1'-011 I SH~ET I CITY OF CARLSBAD I SHEETS I f----t----+-----------------t----,-----+---+-----, :;; ENGINEERING DEPARTMENT 5 f----+--+----------------+---t-----t---+---1 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: JA VAHERI RESIDENCE RETAINING WALLS 7342 ALT/VA PLACE, CARLSBAD, CA 92009 APPROVED: / / 1/ A 1 ; JASON S. ·;;_ I r1u.i'Jl'I , . I / CITY ENGINi,ER RCE 63912 EXP 09/30/16 DRWN BY:_~~ CHKD BY: ---t,fE--- RVWD BY: PROJECT NO. PD 14-03 GELDERT, PE t1, L' I 5 DATE DRAWING NO. 484-/A ' " ' Cl :0 i 2 GJ 2 C s: co m :0 Cl :0 ~ 2 GJ 2 C s: co m JJ Cl :0 ~ 2 GJ 2 C s: co m JJ