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HomeMy WebLinkAboutDWG 492-6A; MS 15-14; 3450 GARFIELD STREET; 01-13. i ----------------------------------------------------------,! GRADING NOTES (IN AOOl1/0N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAO MUNICIPAL COO£) I. THIS PLAN S/JPERSEOES ALL OTHER PLANS PRE't/OUSL Y APPROVED 8Y THE CITY OF CAR/SBAO REGARDING GRADING SHOJI/I ON THIS SET OF PLANS. 2. APPROVAL Of lfl/S PLAN OOES NOT LESSEN OR WAIi£ ANY POR/10// OF lf/E CAR/SBAO MUNICIPAi CODE, RESOL/JIION OF COND/110//AL APPROVAL, CITY STANOAROS OR Olf/ER A00/110//AL DOCUMENTS LISTED HEREON AS lf/EY MAY PERTAIN TO lfl/S PROJECl lf/E ENC/NEER IN RESPO/IS/8/E CHARGE SHALL REVISE lf!ESE PLANS iii/EN NON-CONFORMANCE IS 0/SCOlf'RED. l CITY APPROVAL Of PLANS DOES NOT REL/El£ lfl[ 0£1£/0PER OR ENCINEER-Of- WORK FROM RESPO/IS/8/l/TY FOR THE CORREC/10// Of ERRORS ANO OMISSIONS OISCOl£REO DURING CONSTR/JCIION. ALL PLAN REVISIONS SI/All BE PROMPTLY SU8MITTEO TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-Of-WAY PERMIT FROM THE CITY ENC/NEER Hill BE REQ/JIREO FOR ANY WORK IN THE P/J8L/C RICHT Of WAY. PRIOR TO PERMIT ISSUANCE, A CERIIFICATE Of INSURANCE AS lffll AS A00/110//AL INSURED ENDORSEMENT MUST BE RLEO NAMING lf/E CITY OF CARLSBAD AS AN ADD/110//AL INS/JREO ON THE PE!r,J/TTEE's POLICY IN lf/E MIN/1,//JI,/ AMOUNT Of /1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY Hl/11/NG lf/E PO/ICY /,1/JST HA 1£ A RA TINC Of "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHEO BY "BESTS' KEY RA TING Ci/10£ 6. NO WORK SHALL BE COMMENCEO UN/IL All PERMITS HA 1£ BEEN 08TA/NEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL Of THESE PLANS BY THE CITY ENC/NEER OOES NOT A/Jlf/ORIZE ANY WORK OR GRAD/NC ro BE PERFORMED UNTIL THE PROPERTY 0!11/ER's PERUISS/0// HAS BEEN OBTAINED ANO A VALID CRAOINC PERMIT HAS BEEN ISSUED. 8. NO REWS/01/S Hill BE MADE TO lf/ESE PLANS HITHOUT lf/E HII/TTEN APPROVAL Of lfl[ CITY ENGINEER, NOTEO HITHIN lf/E REWSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO lf/E IITLE SHEEl 9. ORIGINAL ORAHINCS SHALL BECOME lf/E PROPERTY Of lf/E CITY UPON BE/NC S/CNEO BY lf/E CITY ENGINEER. \ 10. THE OR/CINA/ ORAHINC SHALL BE REWSEO TO REFLECT AS-8/;rU C0/1011/0NS BY lf/E ENC/NEER-Of-WORK PRIOR TO RNA/ ACCEPTANCE Of THE WORK BY lf/E CITY. II. ACCfSS FOR RRE AN/J Olf/ER EUERGENCY lf'HIC/.ES SHALL BE MA/NTA/NEO TO lf/E PIIOJECT SITE AT ALL 1;,:t'S OUR/NC CO/ISTRUC/ION. 12. iii/ERE TRENCHES ARE Hllfllii f'/TY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY oHEET, (B) LABORATORY WORK SHEETS AN,, (C) COMPAC/10// CUR.1£S, SHALi 8E SUBMITTED 8Y A PROFESSIONAL ENC/NEER Of lfl[ STA TE Of CALIFORNIA, PRINCIPAL/ Y 00/NG BUSINESS IN THE f/E/0 Of APP/IEO SOILS UElVANICS. lf/E SOILS REPORT HILL BE SUBMITTED TO T/1( ':!TY ENC/NEER/NC INSPECTOR Hllfl/N TWO WORK/NC OA Y., {If lf/E COMPLE/10// OF tlELO TESTS. 11 A SO/IS COMPACIION REPORT ANO COMP/IANCE lf'Rlf/CA /ION RECAROINC ADHERENCE TO RECOMMENOA TIONS OUTl/NEO IN lf/E SOILS REP,JRT IS REQUIRED PR/OR TO THE ISS'.'ANCE Of A BU/LO/NC PER.Mil All CONTROLLED CR.AO/NG ,HALL ,sf DONE UNDER THE OIR[C/10// Of A PROFESSIONAL ENC/NEER Of THE STATE Of CAlfORN/A PRINCIPAL/ Y 00/NG BUSINESS IN THE f/ELO Of APP/IEO SO/IS MECHANICS. All fill OR FUTURE fill AREAS SHALL BE CONSTRUCTED IN ACCOROANCE Hllfl lfl[ CITY OF CARLSBAO STANOARO SPECIF/CA /IONS ANO THE ' EARTHWORK SPEC/RCA/IONS " AfTACHEO TO THE PRE/IMINARY SOILS /Nlf'STICA P,ON. OAILY f!ELO COMPAC/10// REPORTS Hill BE SUBMITTED TO THE PROJECT iN,PECTOR. 14. A PRECON,IRUC/ION 1,1[[7/NG SHALL BE HELD AT lfl[ SITE PRIOR TO lf/E BFCINNING or WORK ANO 'i/lAII BF A TTFNDFD BY All RFPRFSFNTA Tl'tES RESPONSIBLE FOR CONSTRUCT/ON, INSPECIION, SUPER'IISION. TES/ING ANO All Olf/ER ASPECTS or lfl[ WORK. lf/E CONTRACTOR SHALL REQUEST A PRECONSTRUCTI0/1 MEE/ING BY CALLING lf/E INSPECTION //NE AT (160) 438-3891 AT LEAST f/1£(5) WORKING OAK, PR/0,? TO STARTING CONSTRUCTION. Ill[ CONTRACTOR Hill lf!EN BE CO/'/IACTEO BY THE PROJECT INSPECTOR TO COORDINATE ti DATE ANO TIME FOR lf/E PNECO/ISIRUCIION MEETING. APPROl£0 ORAlt/NGS MUST BE AVAILABLE PR/o.R TO SCHEJ/Jl/NG. lf/E GRADING PERMIT Hill BE PROWOEO BY lf/E PROJECT INSPECTOR AT lf/E Mff/lN(. 15. All INSPFCTON RFO/JFSTS QTHFR THAN FOR PRFCONSTRUCIION MFFTINC Ill/I BF 1,/Al)LJ)'L CALI/NG THF [NGJNFFRING 24=HOUR INSPFCTION RFO/JFST /INF AT (160) 4.;8-3891. INSPEC/10// REQUEST 1,//JST BE RECE/1£0 PRIOR TO 2.-00 P.M. ON 11/E OA Y BEFORE lf/E INSPEC/10// IS NEEDED. INSP[CT/0//S Hill BE MAOE lf/E NEXT WORK DAY UNLESS YOU REQUEST Olf/ERHISE REQUESTS .1/AOE AFTER 2.· 00 P.M. HILL BE SCHEO/JlEO fo.R TWO FULL WORK OA Y.5' IA TER. 16. lfl[ 0/INER ANO/OR APPLICANT lf/ROUGH THE OEl£LOPER ANO/OR CONTRACTOR SHALL OES/C/'1 CONSTRUCT ANO MAINTAIN All SAFETY OEWCES, INCLUO/NG SHOR/NC, ANO J'f/All f.f SOLELY RESPONSIBLE FOR CONFORM/NG TO All LOCAi, STAIE ANO FEDERAL SAFETY ANO HEALTH STANOAROS, LAJ;S ANO REGULA.TIO/IS. 17. lf/E CONTRACTOR SHALL CONFORM TO LABOR CODE SEC/ION 6705 BY S/JBM!mNG A DETAIL PIAN TO lf/E CITY ENGINEER ANO/OR CONCERNEO A(JENCY SHOHING lf/E DESIGN Of SI/OR/NC, BRACING SLOPING o.R OTHER PROWS/OMS TO BE MADE OF WORKER PROTECTION FROM THE HAZARO Of CA 'I/NG GROUNO OUR/NG lf/E [XCAVA /ION Of SUCH TRENCH OR IRENCHES OR 0/J"INC THE PIPE INSTALLA TIO/I lf/EREIN. lfl/S PLAN MUST BE PREPAREO FOR ALL TRENCHES RI£ FEET (5; OR MORE IN O[Plfl AMC APPR.01£0 BY lf/E CITY ENC/NEER ANO/OR CO/ICERNEO i~'f!tg;R:10:Sliufi:gA ~;OlliHf TH!o:§:U%~~:s f~°kf!Jf J#tf11G ~~f~ CAllfORNIA AOMINISTRA Tllf' COO[, lf/E PLAN SHALi BE PREPARED BY A RECISTERro }/G/NffR AT lf/E CONTRACTORS EXPENSE A COPY Of THE OSHA EXCAVATION PERMIT MUST BE 5/JBMITTEO TO lf/E INSPECTOR PRIOR TO EXCA VA TIO/, Iii NO BLAS/ING SHALL BE PE20RMEO UN/IL A VA/10 BLASTING PERMIT HAS BEEN OBTAINEO FROM lf/E CITY Of CARLSBAD. SUBMIT APPi/CA /ION FOR BLAS/INC PERMIT WELi IN AOVANCE Of lf/E SCHEOUl/NG Of BLAS/ING OPERATIONS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOlf'REO Hllfl/N ANY WORK AREA OUR/NC CONSTR/JCIION. OPERATIONS Hill CEASE /1,/1,/EOIA TEI Y. ANO lf/E PERUIT--,. Hill NOIIFY lf/E CITY ENGINEER. OPERA /IONS Hill NOT RESTART UNTIL rE PERMITTEE HAS RECBl£0 HIIITTEN AUlflORITY FROM THE CITY [NG/1,,c"R TO 00 SO. 20 All OPERA TIO/IS CO/IOUCTEO ON lf/E SITE OR ADJACENT lf/ERETO, INCIUOING WARMING UP, REPAIR, ARRIVAL, OEPARTURE OR OPERA /ION Of TRUCKS, EARTHMOWNG EQUIPMENT, CONSTR/JCT/0// EQUIPMENT ANO ANY Olf/ER ASSOC/A TEO GRAD/NC EQUIPMENT SHALi BE l/MITEO TO lf/E PERIOD BETWEEN 7.· 00 A.I,/. AND 6.·00 P.M. EACH OAY, MONOAY lf/RU FRIDAY ANO NO EARlf/MOWNC OR GRADING OPERA TIO/IS SHALi BE CONDUCTED ON WEEKENOS OR HO/JOA io. (A UST Of CITY HO/JOA/, IS AVAILABLE AT lf/E [NC/NEERING OEPARll,(ENT COUNTER.} 21. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTEO BY lf/E CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAi TWO FULi WORKING OA Y., PRIOR TO BECINNINC Of WORK. 22. //,/PORT MATERIAL SHALL BE OBTAINED FRO/,/, ANO WASTE MATERIAL SHALL BE OEPOSITEO AT, A S/!E APPR.01£0 BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMAGE OCCURRING ALONG THE HA/JI ROUTES OR ADJACENT STREETS AS A RESULT Of THE GR.AO/NG OPERA f/ON. 21 BRUSH SHALL BE R[/,/01£0 ONLY Hllfl/N THE AREA TO BE GRAOEO. NO TREES ARE TO BE RE/,/01£0 UNLESS SPECIRCALL Y NOTEO ON lf/E PLAN. 24. All AREAS SHALL BE CRAOED TO OR.AIM. CRAOING RES/JL TING IN 11/E PONO/NG OF WATER IS NOT PERMITTED. All EARlf/EN SWALES AND 0/TCHES SI/All HA 1£ A MINIMUM ONE PERCENT SLOP£ 25. THESF PLANS ARE SUBJECT TO A SICNEO ANO APPROl£0 SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOIIN ANO AS APPROVED BY THE CITY ENC/NEER OR AS OIRECTEO BY lf/E PROJECT INSPECTOR. 26. All SLOPES SHALL BE TRIMMEO TO A FINISH CRAOE TO PRODUCE A UNlfo.RM SURFACE ANO CROSS SEC/ION. lf/E SITE SI/All BE LEFT IN A NEAT ANO OROERLY CONO/TION. ALL SfUIES, ROOTS OR Olf/ER DEBRIS SHALL BE REMOl£0 ANO OISPOSEO Of AT A SITE APPR.01£0 Of BY 11/E CITY ENGINEER. 21. ALL SLOPES SHALi BE !RR/GA TEO, STAB/l/lEO, PIAN TED ANO/o.R HYOROSEEDEO HITH/N TEN (10) OA Y., OF lf/E Tl/,/[ iii/EN EACH SLOPE IS BROUGHT TO GRAOE AS S/10/IN ON THE APPROI ., CRAOING PLANS. 28. lANOSCAPING SHALL BE ACCOMP/ISHEO ON All SLOPES ANO PAOS AS REQ/JIREO FY lfl[ CITY OF CARLSBAD LANDSCAPE MAN/JAL, lf/E lANOSCAPING PLANS FOR THIS PROJECT, OR.Air/NG NO. 489-2L, ANO/OR AS 0/RECTEO BY THE CITY ENC/NEER OR PLANNING DIRECTOR. P: \0111, MCA \OJU Corffeld 2\ACAD\Gl'AO/NG'\0314-GPOI-IITlE.dwg GRADING NOTES CON'l'. 29. THE 0!11/ER/APPLICANT SHALL INSURE lf/AT All CONTRACTORS SHALi COOROINATE lf/E WORK Of lf/ESE CRAOING PLANS Hllfl lf/AT S/10/IN ON BOTH THE LANOSCAPE ANO /RR/GA TION PLANS ANO THE IUPROI/EMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 111TH lf/E LANOSCAPE MAN/JAL /11,/[ REQUIREMENTS. JO. iii/ERE AN EX/Sf/NG PIPE //NE IS TO BE ABANOO//Ef} AS A RESULT Of lf/E GR.AO/NG OPERA /ION. IT SHAil BE RE/,/01£0 HI/HIN TWENTY FEET OF 8/JILOING OR STREET AREAS ANO REPLACED HIIH PROPERLY COMPACTED SOILS. IN Olf/ER AREAS lfl[ PIPE Hill BE PLWCEO 111TH CONCRETE OR RE/,/01£0 AS APPR.01£0 BY lf/E CITY ENGINEER. JI. THE CONTRACTOR SHALL lf'RIFY lf/E LOCA/10// Of ALL EXISIING FAC/1/TIES (ABOVE GROUND ANO UNOER GROUND) Hllfl/N lfl[ PROJECT SITE S/Jff/C/ENTl Y AHEAD OF GRADING TO PERUIT THE RE'IIS/0// or THE CR.AO/NG PLANS If IT IS FOUND THAT THE ACTUAL LOCA/10//S ARE IN COi/Fl/Cf HIT/I lf/E PROPOSED WORK. 32. lf/E CONTRACTOR SHALi NOTIFY AFFECTED U/11/TY COMPANIES (SEE BE/OW) AT LEAST 2 FULL WORKING OA Y.5' PRIOR TO STAR/INC GRAOINC NEAR lf/EIR FACl/1/IES ANO SHALL COORDINATE THE WORK Hllfl A COMPANY REPRESENTATIVE. UNOERGROUNO SER'IICE ALERT (800)422-4/JJ (800)411-1J4J (800)892-0123 (160)438-7741 (611)262-1122 (160)434-2980 (160)438-2722 (160)6JJ-2650 (160}15J-0155 (160)144-0460 (160}753-6466 SOG&E AT&:T /11,/E WARNER CABLE COX COMMUN/CA T/ONS CITY Of CARLSBAO(STREETS &: STORM ORAIN) 'CITY or CARLSBAO(SEWER, WATER &: RECLA/MEO WATER) 'SAN 0/EGUITO WATER DISTRICT 'lE/JCAOIA WASTEWA 1ER DISTRICT 'VALLECITOS WATER DISTRICT •OL/lf'NHAIN WATER DISTRICT 'BUENA SAN/TA /IOI/ 0/STRICT ' AS APPROPRIATE Jl PERMIT COMPl/ANCE REQUIREMENTS.· (160}726-1340 x/JJO A. FOR CONTROLLED GRADING -lf/E APP/ICANT HIRES A CM/ ENC/NEER, SOILS ENC/NEER, ANO/OR GEO/.OC/ST TO C/1£ TECHNICAi AO'IICE, 08SERI£ ANO CONTROi THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUNICIPAi COOE. 8. PRIOR TO FINAL APPROVAL OF A CRAOING PERMIT -THE FO/LOHING REPORTS U/JST BE SUBMITTED TO THE CITY ENC/NEER 'I/A TIIE PROJECT INSPECTOR /15. 16. 120 A.10/ CARLSBAO MUNICIPAL COOE.· (I) RNAL REPORT BY SIJPERWSING GR.AO/NG ENC/NEER STA/ING ALL GR.AO/NG IS COMPLETE. All [ROS/ON CONTROL, SLOPE PLANTING ANO /RR/CA /ION ARE INSTAL/EO IN CONFORMANCE Hllfl CITY COOE ANO lf/E APPR.01£0 PLANS ( OBTAIN SAMPLE Of COMP/IANCE LETTER FROM CITY ENC/NEER/NC OEPARll,(ENT}. (2) AS-BUil T CR.AO/NC PLAN. (J) REPORT FROM THE SOILS ENGINEER, /111/CI/ INCL/JOES RECOMUENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO lf/E [XPANS/1£ Q/JA/ITY Of /HE SOIL, ANO SUMMARIES Of HELO ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCIUOE A STATEMENT BY lf/E SOILS ENC/NEER THAT THE CR.AO/NC WAS DONE IN ACCORDANCE Hllfl Tl/£ REQUIREMENTS ANO RECOMMENOA TIO/IS OUTLINED IN TIIE PRE/IMINARY SO/IS REPORT ANO ANY S/JPP/EUENTS THERETO (4) REPORT Hllfl AS-BUILT CEOLOCIC PLAN. If REQUIRED BY THE CITY. 34. UNLESS A CRAOING PERMIT FOR lfl/5 PROJECT IS ISSUEO Hllfl/N ONE (I) lrAR AFTER lf/E CITY ENGINEER's APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTEO Fo.R PLANCHECK. PLANCHECK FEES Hill BE REQ/JIREO FOR ANY SUCH RECHECK. J5. IN ACCOROANCE Hllfl lf/E CITY STORM WATER STANOAROS, All SIORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INC/UDE "STENC!Ls' BE AOOEJ) TO PRO/I/BIT WASTEWATER 0/SCHARCE 00/INSTREAM. STENCILS SHALL BE ADDED TO lf/E SA IISFACTION Of I/IE CITY ENC/NEER. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE lf/AT I AM lf/E ENC/NEER Of WORK FOR THIS PROJECT, lf!AT I HA 1£ EXERCISED RESPO/IS/8/E CHARGE 01£R lf/E DESIGN OF lf/E PROJECT AS OEFINEO IN SECTION 6703 Of THE BUSINESS ANO PROFESSIONS CODE, ANO lf/AT lf/E OES/GN IS CONSISTENT 111TH CURRENT STANOAROS. I /JNOERSTANO THAT THE CHECK Of PROJECT ORAHINCS ANO SPEC/f/CATIO/IS BY lf/E CITY OF CARLSBAD OOES NOT REI/El£ ME, AS ENC/NEER Of WORK, Of MY RESPONS/8/ll/lES FOR PROJECT DESIGN. OMECA ENC/NEERING CONSULTANTS 4340 WEHIIIOCE A VE. SUITE 8 SAN 0/[CO, CA 92123 PH: (858) 634-8620 BY.· L~,_..___,.-/ ~( ANDREW J. {j(jjjN R.C.£ N0.: _____ ;;_;50:.c_9-'40'------ DATF:/Z-27--f? EXPIRES: 9-J0-17 SOILS ENGINEER CERTIFICATE EROSION CONTROL NOTES I. IN CASE EMERCENCY WORK IS REQUIRED, CONTACT ___ M._'l_TC_'fl_R_O_lr ____ AT 949.6815535 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LAB/£ AT ALL TIMES OUR/NC TIIE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPI/EO ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION Of TEMPORARY DEi/iCES WHEN RAIN IS EMINENT. l FOR PROJECTS CO'IERED BY STATE SWPPP/WOIO, IN ACCORDANCE Willi TIIE CONSTRUCTION OROER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTI/IONER (QSP) SHALL UPDATE ANO .1/AINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO AOORESS UPOA TEO SITE CONDIT/OMS Of THE PROJECT. THE UPDA TEO WPC PLAN ANO UPOA TEO SWPPP SHALL BE KEPT AT Tl/[ PROJECT SITE AND MADE AVAILABLE TO !HE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND Tl/£ ORIGINAL APPROVEO SWPPP SHALL BE PRO'IIDEO TO ADDRESS SITE CONDIT/OMS NOT ANTIC/PA TEO. THE QSP SHALL REPORT 8MP DERCIENC/ES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM TIIE QUALIFIED SWPPP OE'IE/OPER ANO TIIE CITY INSPECTOR REGARD/NC ANY S/GNIRCANT CHANGES TO BMP OEP/OYI.IENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEI//CES TO WORKING ORDER TO TIIE SATISFACTION Of TIIE CITY [NG/NEER AFTER EAC/1 RUN-Off PROOUC/NC RAINFALL. 5. !HE CONTRACTOR SHALL INSTALL AOOIT!ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY Tl/£ CITY ENC/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WI/IC/I MAY ARIS£ 6. !HE CONTRACTOR SI/All at· RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA 71:RS CREA TE A HAZARDOUS CONDITION. 7. All EROSION CONTROL MEASURES PRO'IIOEO PER TH[ APPROVED SWPPP ANO/OR EROSION CONTROi PIAN SHALL BE INCORPORA 71:0 HEREON. 8. CRADEO AREAS AROUND THE PROJECT PERIMETER MUST ORAIN AWAY FROM THE FACE Of SLOPE AT TIIE CONCLUSION Of EACH WORK/NC OA Y. 9. ALL REMOVABLE PROTECTl'IE DEi/iCES SI/OWN SHALL BE IN PLACE AT THE END Of EACH WORKING DAY WHEN Tl/[ FIi£ (5) OA Y RAIN PROBABILITY FORECAST EXCEEOS FORTY PERCENT (40%}. SILT ANO OTIIER DEBRIS SI/All BE RE.IIOVEO AFTER EAC/1 RAINFALL. 10. ALL GRA'IEL BAGS SI/ALL BE BURLAP TYPE WITH J/4 INCH MIN/MU.II AGGRECRATE. II. SHOULD GERM/NATION Of HYDROSEEOEO SLOPES FAIL TO PROI//DE EFFECTIVE COVERAGE Of GRADED SLOPES (90% COVERAGE} PRIOR TO NOi/EMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCOROANCE WIT/I SECTION 35.023 Of THE EROSION ANO SEDIMENT CONTROL HANDBOOK Of THE DEPARTMENT Of CONSERVATION, STA TE Of CAUFORNIA. TEMPRARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLAN/INC ANO /RR/GA/IOI/ SHAil BE INSTALLEO ANO MAINTAINEO AS REQ/JIREO IN SEC/ION 212 OF THE STANOARO SPECIF/CA /IONS ANO THE FOllOHING.· A. H'rlJROSEEOINC SI/All BE APP/IEO ro: I. All SLOPES lf/AT ARE CRAOEO 6.· I (HORIZONTAL TO lf'RIICAL) OR STEEPER iii/EN lf/EY ARE' a. lf/Rff FEET OR UORE IN I/EiC/If ANO ADJACENT TO A PUBLIC WAil OR STREEl b. ALL SLOPES 4 FEET OR MORE IN HEICHl 2. AREAS GRADED FLAT/ER THAN 6: I iii/EN ANY Of lfl[ FOL/OH/NC CON0/110//S EX/Sl· a. NOT SCHEOULEO FOR IMPROl£MENTS(COIISTRUC/IO/I OR CENERAL LANOSCAP/NC) Hllfl/N 60 OA Y., Of ROUGH CR.AO/NC. b. IOENIIFIEO BY THE PARKS ANO RECREA TIO/I DIRECTOR AS HIGH/ Y 'I/SIBLE TO 11/E PUB/IC. c. HAI£ ANY SPECIAL CO/IOI/ION ID[NT/f/[O BY lf!E CITY ENC/NEER Tl/AT WARRANTS /1,/1,/[0/A TE TR[A 11,([Nl 8. HYOROSEEOEO AREAS SI/ALL BE /RR/CA TEO IN ACCORDANCE 111TH !HE FOL/OH/NC CRITERIA: I. ALL SLOPES II/AT ARE GRAOEO 6.· I OR STEEPER ANO lf/AT AR£· a. lf/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND WA TERINC FROM QUICK COUPLERS/I/OS[ BIBS OR A CO/llf'NTIONAL SY.,TE/,1 Of /OW PR.EC/PITA TION SPRINKLER HEAOS PRO'l10/NG 100% CO'IERAGE b. CREA TER lf/AN 8 FEET IN HBCHT SHALL BE WA TEREO BY A CONl£NTIONAL SYSTEM OF LOW PR.EC/PITA /ION SPRINKLER HEADS PRO'l/0/NC 100% COl£RACE. 2. AREAS SlOPEO LESS Tl/AN 6.· I SHALL BE /RR/CA TEO AS APPROl£0 BY Tl/[ CITY ENGINEER, PRIOR TO HYOROSEEJ)/NC. lf/E OEl£LOP[R SI/All SUBMIT A PROPOSED SCHEME TO PRO'l/0£ /RR/GA /ION TO lf/E CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGAROINC lf/E NUMBERS, TYPES ANO COSTS Of THE ELEMENTS Of TIIE lf/E PROPOSED SY.,TEM. l /RR/CA/ION SHALi MAINTAIN lf/E MOISTURE LEVEL Of lf/E SOIL AT TIIE OP/11,//JI,/ LEl£L FOR lfl[ CROWlfl Of lf/E 1/'rlJROSEEO[O GROWTH. C. HYOROSEEOING MIX SHALL CONSIST Of ALL Of lf/E FOLLOHINC.· I. SEED MIX SI/All CONSIST OF NO LESS lf/AN.· a. 20 lbs. PER ACRE Of ROSE CLOl£R b. 20 lbs, PER ACRE Of ZORRO !ESCUE c. J lbs. PER ACRE Of E SCHOOL CIA CAI/FORMICA d. 4 lbs. PER ACRE Of AC/1/LLEA MILLEFOLIA e. J lbs. PER ACRE Of AL Y.,SIJM (CARPET Of SNOW} f. 1/2 lb. PER ACRE Of 0/1,/o.RPHOLECA g. ITEMS c,d,e, AND I OF THIS S/JBSEC!ION MAY 8[ OMITTED ON LOCA/IONS 111/ERE lf/E AREA BBNG HYOROSEEOEO IS NOT 'I/SIBLE FROM EITHER A PUB/IC SIREET OR RES/OENIIAL STRUCTURES. h. ITEM a Of lfl/5 SUBSECTION MUST BE INOC/JLA TEO Hllfl A NITROGEN FIXING BACIERIA ANO APP/IEO ORY E/lf/ER BY OR.Ill/NC OR BROAOCASIING BEFORE HYOROSEEOINC. ,: All SEEO MAl[RIALS SHALL BE TRANSPORIED TO Tl/[ JOBS/TE IN /JNOPENEO CONTAINERS Hllfl lf/E CAI/FOR.NIA OEPAR/1,/ENT Of ,,_Mek-,1/TOWi rooo ANO AGRICULTURE CERIIFICAIION TAG AfTACHEO TO, OR I, Wlf/AYA S/NGHANET, A REG/STEREO C/1//L ENC/NEER Of THE STATE Of CAllfORN/A, PRINTED ON SA/0 CONTAINERS. PRINCIPALLY 00/NG BUSINESS IN THE f/ELO OF APPi/ED SOILS MECHANICS, HEREBY j N0/1-PHYTO-fOXIC WET!INC AGENTS MAY B[ AOOEO TO THE CERIIFY lf!AT A SAMP/ING ANO STUOY OF THE SOil C0/1011/0NS PREVALENT Hllfl/N THIS H'rlJROSEEO Sl/JRRY AT lfl[ 0/SCRETION Of lf/E CONfRACTOR. SITE WAS MADE BY UE OR IJNOER MY 0/RECTION ON lf/E OATE OF 06-15-15. TWO , . ... 2. TYPE t 1,//JLUI APPL!tv ;!T lfl[ RATE Of NO LESS THAN 2000 lbs PER ACRE COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUOY, Hllfl MY TYPE 6 1,//JLCH (STRAW) HAY BE SUBSTITUTED, All OR PART, FOR RECOMMEND A TIO/IS, HAS BEEN S/JBMITTEO TO lf/E OFFICE Of Tt/¥,{;ff,Y[NO/N[EQ,, .-H'rlJRAUl/CAll y APP/IEO FIBER i.iA TER/Al. iii/EN STRAW IS IJSEO IT 1,//JST BE ANCHORED TO THE SLOP[ BY MECHAM/CALLY PUNCH/NC NO LESS THAN 50% OF ,j. ,// •..•. n 4 THE STRAW INTO lf/E SOil. SICN[O:vW'>IY1" A"'1'41rL ,-12/,U,t.:.D,=&! _ l FERT/l/ZER CONSISIINC Of AUMONIUM PHOSPHATE SULFA TE, 16-20-0, 111TH 15% R. ~ £ NO . •'f:N'E"'"'r,,--i iULPHUR APPi/ED AT lf/E RA TE OF 500 lbs. PER ACRE .o. · .: Cl! 7112,. ,:1,,::: 2101 'I'(>;'!. ""lf,,,V,. !0)~-!JDN1t'@ lli\: TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO HYOROSEEOING BY: OAT£: . l-3-17 :·,,2 ¼,.,Jz,_.< ts{,s,•' ry¾~~\iOUCIIENINC lf/E SURFACE TO 8£ PLANTED BY ANY OR A COMBINATION Of: LICENSE EXP/RATION DATE: / .z-,J-t_7 5'·31--1 8 \ *.'. "' , t°· ;,f . <-',:t: TRACK WALKING SLOPES STEEPER lf!AN 6.· I ~;"' , IB1 . ' < \ i.· , HARROHING AREAS 6: I OR FLATTER lf/A T ARE SUFFICIENTl Y ,. ,iJ,!1 1~, FRIABLE ~O~W~N~~~~C~E~R~J~IF~IC~~.A:,~~ ====··~~~~~=r .... ·.\ i:,.?i\,i .. ·1 .. ,.0, • 1:·11' RIPPING AR[AS lf/AT Hill NOT BREAK UP USING ITEMS a OR b • ·\ ' • ..,l ,c::::r .I',{. )( ABOVf. •~\/'~EOlOGIS, :,,~ f CONOl1/0NING lf/E SOILS SO lf/AT IT IS SUITABLE FOR PLAN/ING BY.· I (WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR CEOLOC/ST HAS BEEN OR Hill BE RETAINED TO SUPER'I/SE Olf'R-A/L CR.AO/NC ACflvlTY ANO AO'l1SE ON lf/E COMPACll0/1 ANO STAB/I/TY Of THIS SITE. (PRINT NAM[ BELOW I/NE} '~[JF CAL\r9'<3· a. ADJUSTING THE SURFACE SOil MOISTURE TO PRO'IIOE A DAMP · ··--·-= 8/JT NOT SATURATED SEEO BED. J __ . VICINITY MAP NOT TO SCALE INDEX OF SHEETS SHEET 01 --TITLE SIIEET ____. SITE MAPLE AVE SHEET 07 SHEET 02 --CR.AO/NC, IMPROl£MENTS, ANO NOTES SHEET 08 TIER 2 SWPPP EROSION COIITROL SHORING PLAN SHEET OJ --HORIZONTAL CONTROL PIAN SHEET 04 --SECTIONS SHEET 05 --OETAILS SHEET 06 --TIER 2 SWPPP TITLE PACE LEGAL DESCRIPTION SHEET 09 SHEET 10 SHEET II NOTES ANO SCHEDULES SHORING OETA//5 SHORING ELEVATIONS ANO :£CT/OMS SHEET 12 CONCRETE RETAIN/NC WALL DETAILS c s//rri 13 -~ 6R1Noiav011.11r--;LA-N'c...1 & t __ .'-"''-____.-''-J·--'"'--~----. __ , -,_ ·•--· ~--·_,, THE SOUTHERLY JO FEET OF LOT 8, ALSO THE NORTHERLY 20. 00 FEET Of /OT 9 IN BLOCK "p" OF PAI/SADES, IN lf/E CITY OF CARLSBAD, COUNTY Of SAN 0/ECO, STATE Of CA/IFORNIA, ACCORD/NC TO MAP THEREOF NO. 1147, fl/EO FEBRUARY 5, 1971 PROJECT ADDRESS:============= 3450 GARFIELD STREET CARLSBAD, CA 92008 DEVELOPER NAM£· 11,(T OEl£/OPMENT, L/C (MITCH RO'/E) ADDRESS.· 3622 GARFIELD STREET TEIEPIIONE NO.: 949.6815535 REFERENCE DRAWI=N=G=S ========= owe 112-9A owe 415-lA owe 4J6-B owe 437-5 owe 118-2 owe 2J2-9 owe Joa-2 EARTHWORK QUAN==T=I=TI=E=S====== CUT: ---~IO=ll~CY fill: 15 CY HAUL Off: __ ~l'J~_CY REMEDIAL: 0 CY UNDERCUTS.· 378 CY EXPORT: I 341 CY EARlflWORK NOTE.· lf/E EARlf/WORK QUANTITIES REFLECTED HEREON SHALL BE FOR BONO/NG PURPOSES Olli Y. THE CONTRACTOR SHAil BE RESPONSIBLE FOR PREPARA /ION Of SEPARATE EARlflWORK TAKEOFF TO ENSURE BALANCING Of SITE GRADING. VERTICAL BENCHMAR==K=:========= OESCR/Pf/ON.-CLSB-141 /OCAT/ON.· 25" 0/SI( IN SOUIHEAST CORNER Of VAULT ADJACENT ro THE NOR.Tl/EAST CORNER Of lf/E NORTHBOUNO COAST HIGHWAY IOI BR/OGE Olf'R AGUA HEOIONOA LAGOON, 0. I MILES SOUT/1 Of TAMARACK Alf'NUE, JBFT EASf OF Tf/E EOCE Of PAlf'MENf. ELEVATION.·26.518 NGV029 SOURCE CITY Of CARLSBAD SURl£Y CON!ROL, ROS 17271 DISTURBANCE SUMMAR===y========== TOTAL /OT AREA : 6,530 SQUARE FEET WORK TO BX~ DONE THE GRAD/NC WORK SHALi CONSIST OF THE CONSTRUCTION Of All CUTS ANO fll/S, REMEDIAL GRADING, ORA/NACE fW/1/IES, EROSION CONTROi FAC//11/ES, ANO PIAN/ING Of PERMANENT LANOSCAPINC ANO PREPARA T!ON Of AS-BUILT GRADING PLANS, JS-BUILT CEO/OCIC MAPS ANO REPORTS. ALL AS S/10/IN o.R REQU!kcv ON lfl/S SET Of PLANS ANO lf/E CITY STANOAROS, SP[CIFICATl!NS, REQUIREMENTS, RESOL/JIIONS ANO ORDINANCES C/TEO ON lf/ESE PLANS. lf/E GR.AO/NG WORK SHALL BE PERFORMED IN ACCORDANCE '11TH FOL' OH/NG DOCUMENTS, CURRENT AT THE IIME Of CONSTRUCllON, AS DIRECTED BY CITY ENGINEER. I. CARLSBAD 1,/IJNIC/PA/ CODE 2. CITY Of CARLSBAO ENGINEERING STANOAROS l THIS SET Of PLANS 4. RESOL/JT/0// NO. 7147 OATEO: 02-03-2016 5. THE STANOARO SPECIF/CATIONS fo.R PUB/IC WORKS CONSTR/JCIION (CREEN BOOK) 6. lf/E PRE/IMINARY GEOTECHNICAL /Nlf'S/IGAT/0// ANO R[COl,/MENOATIONS BY COAST CEOTECHNICAL PREPAREO ONB-6-2015 7. lf/E SAN DIEGO REC/0//AL STANOARD ORAHINGS ANO AS MAY BE MOO/fl[O BY lf/E CITY Of CARLSBAD STANOARLS 8. CAI/FORM/A COASTAi COMMISSION OEl£LOPMENT PERMIT CONOl1/0NS OATEO 02-0J-l6 . 0 l.'!Cr,) 11 SfANOARO SfORI,/ WATER QUALITY MANAGEMENT PLAN CHECK/IST APPR01£0 ON n10.. ( no'l• F"l'll<'ftl'fY pf( J ' 12. CAI/FORM/A STORM WATER Q/JA/ITY ASSOC/A /ION BMP CO/ISTRUC/10// HANDBOOK ANO CAURANS CONSTR/JCT/0// f/TE BMP MANUAL JJ. Tl& fl. Z SII/PPP(GHf;~,S r, ~1 )' LEGEND DESCRIPTION DWG.NO, SYMBOL EXISTING PROJECT BOUNDARY RIGHT Of WAY CENTER/INE . SETBACK -------- EXISTING CONTOUR EXISTING SANITARY SEWER &: MANHOLE . EXISTING FENCE . . . . . EXISTING WATER EXISIINC FIRE H'rlJRANT ASSEMBLY . EXIST/NC WATER METER EXIS fiNC STORM DRAIN . . . EXISTING STREET l/CHT . EXIST/NC CURB &: GUT/ER . EXIST/NC 8/J/LOING PROPOSED ///,/ITS Of WORK CRAOEBREAK . SAWC/JT. . . PROPOS[O CONTOUR . --1@1-----~ PROPOSED PERCENT SLOPE 5.00% - CONSTRUCTION NOTES NO. OESCRIPIION STD. OR.AW./ OETAIL S'f/,/80/. QUAN/IT/£' UNITS I) P.C.C. SIDEWALK REPLACE PER CARLSBAD sros.• SDRSD G-7, G-11 1·r.-/ .. y·• .. f-. .. ··.:" .. J 252 SF 0 OWY (5.5'?CC W/JJ BARS (} 18' OC/4' CL II BASE}'" PER CEOTECH I 1,0/ii SF 0 PERMEABLE PA lf'RS WALK WA y ffi RR½3333:3:>l 150 SF 0 PROPOSEO 12' DR/1£WAY 7-1/2' THICK PER CARLSBAO STOS. SDRSO G-148" fil 155 SF 0 . -Pf!f.lf.OSED J' PVC SIDEWALK /JNOERORAIN ( PER 'r, u, ,-a .-in SORSD 0-21 &). _ fr--f-~ fi'.{2', EA . I ' 6, ( ;,ic PAVrn£Nr GRIND& 0VE!ILAY -M1N z" OVERLAY Afilll"oR rRf.NcH Rf5UKFAc1&6 __ ,K \ \ \\\\I ) 5'10 1 SF 1, 4• PCC PATIO (RN/SH PER ARCHITECTURAL pfAtfs)_r •j' PER°ARCHITECT ,_ 11-+ l f-, j 1-1 85 0 SEHfR LA TERA/ Hllfl CLEANOUT CARLSBAO STO. 5-7 - ---0--41 0 • ) (5AA'\ 0 6 J A TR/UM ORA/N (PVT, G7 ® 12 14 15 TRENCH ORAIN (PVT.} ffi SUMP PUMP VAULT ANO SY.,TEI,/ L!!._j c_J_j ( f \ \5) \5) \5 / 1• WIR SERVICE UETER SIZE PER PLAN (DOIi OR /RR. PER PLAN) CM/ffJ W-2 &: 11'-J 4• FIRE SERV (6' TEE#/ GATE VALi£ SIZE REOIJ. AT BKFl) Cl,fllfJ ll'-22 &: W-16 PCC C/JR8 REPLACE PER CARLSBAO STAIIOAROS' Ill PER PLAN SORSD G-1 &: G-11 BACKFLOW OEWCE Hllfl PROTECT/I£ CAGE SIZE PER PLAN CM/lfJ W-20 i:::::3 JO I 4 I 120 4 I SF Lf EA Lf EA EA EA Lf Lf EA (_£j5C @ DISCHARGE POINT LOCATION \_5 _; ~ hc-l-----------'--------+------"'c".-----+---='----t-----t-·~ @ BU/LO/NG/ BASEMENT WALL PER BU/LO/NC PER.I/IT @) RETAINING WALL SEE SHEET 12 FOR OETAIL ■ ■ ■ ■ ■ ■ ■ ■ ■ 125 lf 19; STORM OR.AIM SIZE ANO LOCA/10// PER PLAN SDRSD 0-60 ----0 80 lf 1c';;.:204-;_,R,'.":'OOf"':_'0.""'fl.""'AIN.":'.S'-'O.".':l'i'A,.,_,IN~TO,_.LA~M.":'.'IJ.~SC,'.'."'APE'-=---!_A".."NO"....Rr'."'1P_:_R"'.'AP"-----+PEi:::ll_:_A~R::.:_:CH,'lTE,;;,;C.;TlJ,c::'fl.A:..:L_:_P.:::_!.A~NS=+ __ s, v?.'U!'----1----6 _ __,_ .. ~ r:;;., (G\ "1.e 0) RIP-RAP \ 5 J Ooll 7 EA _(0.e---'ffl""~""LK"'.'.WA.:.:_Y_:::S~TON,'..'.'.'E.c:S __________ f-p,-fR_AR_CH,_'lTE,_C_TU,_WA_L_P._'LAN._S+-__ [ ____ J_-t---,-45::--t--EA-c::-- § SAHf:1/T ----·-----100 lf 24 SHORING WALL SEE SHEETS 8-11 = = -100 lf @) PUMP OUTLET ,,::---,,-----,-,----V' --,,,.--,--,~ . 26 ! /:,ftj!l.fT1 f?_EJ:41J(i!lt ~L __ L) &, --210 1 lf @ 4• FIRE SERWCE BACKFLOW Cl,f/lfJ W-22 I EA 28 6' PVC WlR MAIN (CLASS 305) SE£ WlR NOTE, SHEET 2 14 lf TOTAL 0/STURBEJ) AREA : 7,155 SQUARE FEET (lfl!S AREA INCL/JOES BUT IS NOT UM/TEO TO OFF-SITE WORK INC/UOING PUBLIC IMPROl£MENTS ANO TEMPORARY DISTURBANCE SUCH AS lf'HICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/CRA 1£1 PILES, /JT/l/TY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA Y.,) TOTAL REPLACED IMPERVIOUS AREA : ,1,966 SQUARE FEET TOTAL PROPOSEO IMPER'IIOUS AREA : 02, 121 SQUARE FEET "1 RE/,/01£ ANO REPLACE JOINT TO JOINT OR SCORE-MARK TO SCORE-MARK OR APPR.01£0 COMB/NA/ION PER Cl'Y MOO. OF SORSD C-11 </-(-;?tO.J(O 1'") SOR.SD C-148 IS MOO/RED BY THE Cl[( Of CARLSBAO TO SPECIFY 7-1/2' lfl/CKNESS MEGA DATE 1''") RNAL PW,/T SECTION PER CEOTEC/1 BASEO ON RELO TESTED R-VALIJ[, ALL PVl,(T SECTIONS TO BE PLACED ll\ 12' Of COMPACl'EO V7SUBGRAOF-;4f-95%-RELAT/ff-COMPACTJ(){{Y•/ -i,.. .. \,---v < \..--V ·-Y ·· ·' •·• r -----, / f-R-~-V,1-IE .. -_~-~E-BY-/,-LL__----------71( ~ FIRE ffYDP.ANT i ~ ~~-'-l{z,!w r 01 11001F1EocuRe&curr£R,srA '11,8sr1 -'11,<Js'/1 INSPECTOR DATE , .. (i",, Z-\ '----'-----c_P--·•-r'-.-<--___ ,,_,\_A__./\_.,_..,C __ /,_-,_/\____,r._, ... --• .. ,.,_./,_ C~WD W-12 DETAIL W 5/fT '/ I ' EA JO LF ~7,=9,=r/2,=v.~l/l~O~t:C.,.....,..Vt\ /NSTAI.L fl/?1; 1/Yi)RANr-REVISE LEGEND l,~3/Zll/'I OEC ~ REVISE tEGENa 1/ES//RFACIIIG. SEWER LATERAL; ADD SHEET 13 (GR/NJ)& OVERLA( OETAIL); AOO 7/!b//9 -,-,...., Z/'7/Z'O TC-SHEET I CITY OF CARLSBAD -SHEETS] J.i-R-,,,,, )'Z,/:, 1/2 ,1£ BY: MITCi(_rj§ji OA TE b. lf/E A0011/0N Of SOIL AMENDMENTS, PH AOJIJSll,(ENT, LEACH/NC COl£RINC SA/IN[ SOILS TO PROWOEO I/JAB/£ CON0/110//S FOR GROWTH. E. HYOROSEEOEO AREAS SI/ALL BE MAINTAINEO TO PROWOE A WGORO/JS CROWlfl UNTIi THE lf/E PROJECT IS PERMANENTl Y LANOSCAPEO OR, FOR AREAS iii/ERE HYOROSEEOING IS lf/E THE PERMANENT LANDSCAPING, UN/IL lf/E PROJECT IS COMPLETED ANO ALL BONOS RELEASED. ENGINEERING CONSULTANTS 4340 VJEWRJDGE A VE. SUITE B MODIFIE'D CURB Ji GUrrER TR,W:5/T/ON DITAIL ON SHEU~· REV/SC Rf.TA/NJ/JG r,./A/1 1 . ENGINEERING DEPARTMENT ( 13 GRADING PLANS FOR: '--' J,; 3450 GARFIELD STREET ? SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOIIN ON lflESE PLANS WAS GENERATED BY FIELD S/JRl£Y MElf/OOS FROM INFORMA /ION GA lf/EREO ON MAY II &: 12, 2015 BY OMEGA LANO SURl£YING INC. TOPOGRAPHY SHO/IN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S} 204-150-06-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2001 E 6225 12/IJ/2016 8:48 AM SAN DIEGO, CA 92123 PH:(858) 634--8620 FAX:(.q58) 634-8627 POST-CONTSTRUCTION BMP TABLE STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOODIFICATION? IZI STANDARD STDRMVATER REQUIREMENTS D PRIDRITY PROJECT REQUIREMENTS C><J YES (1-1 & H FDR DOCUMENTATION) ON□ 1----1----+----------------j---j-----t---·+----I I DATE INITIAL DATE INITIAL DATE I INITIAL ENGINEER OF WORK REVISIDN DESCRIPTION omrn APPROVAi_ CITY APPROVAL l'.in.:io1c.-007~ TITLE SHEET PUD 15-19/ SDP 15-21/ CDP 15-41/ MS 15-14 APPROVED: // / U JASO, S. GE'_DERT ( !._. LWJ.. 1 /1.1/t-011- cITY ENGINED! R.C.E 63912_"_X_P-IR_E_S-9/~3-0-/~7-n~19 g°'.. ATE DWN BY: OMEGA I CHKD BY: _qc. RVWD BY: •ft,. PROJECT NO. MS 15-14 I DRAWING NO. 492-6A ' 07-06'17 □ ::0 § ~ 2 C: ~ Cll m ::0 □ ::0 ~ 2 G) 2 C ~ Cll . m ::0 · !l7Z919 '· OZ10ZO c:l ::0 i 2 G) 2 C ~ Cll m ::0 • .L V ...,._., ·~ • ~ sl" "' ·"' -<.l ti. ti ti / • • • . . . I ~~~~~~ R6:R 6"ACP WA TER MAIN fl/0/,I STA l/+83.55 TO STA l/+9155 NO CUTT/NC er ACP IS A/.1.0llfO, REMOff THE EXISTING ACP PIPf fl/0/,I »NT TO »NT. CONTRACTOR MUST C/XYIOINA lf Yll/1 CJ,/I/IJ FOi/ TIE IN PClNTS ANO PREaSE PIPING Rf()/J/R[/IENTS (FITTINGS ANO MATERIALS) ~ , 5 STA 11+96.21 1/XFQO/ CFS IE=58.70 1 (ilSEE , SHT 13 FOR GRIND I ~ i I_ & OVERLAY PLAN . LL'=~~~~;;:;~~=================~ R!/1°5898 1 • . --,__-ffe=J&8 MAPLE A VENUE ' ~ r vr • - && • .. . . WV TA 12+19.51 ~ '-J~8 "50. 79 IE AT MAIN , l.2FT Ofl(1' AT /,/~ • • . . . . . 52.60 IE AT I.AT l V) ' •• • PP0 ~~ I ~ ~ f:S % ~ ~~ -~~ '"' "' i--------'---JO' -----•i..,_ _____ _, JO'-'------'..! 6' -6·-~--18'--_;_;f_: ___ 18' ----6' -,-6• SPECIAL NOTES ~ ~~~ SEE SHT 4 fOR MODIFIED CURB '\ & GUTTER TRANSITION DETAIL , t---1"----~--• --:----.-----,l -----f:-+-,"c+':tt!'Al'-'----------"96:::'~lf,,,llP::::':Sl/.""'Of//,""'M"'r; __ ---:-__ --=:-----j SEE SH[[TS 8-11 EB 9 "C=59.80 ![=58.84 5!/f{BW CASE /J CASE /J GHT TRIAN/ll 2 JM HT RET WAL PER SORSD C-9 9 TG=59.80 ![=58.89 1.5' W BY J" OffP [AR;SWAL~ I [X BUIL!J/NC GRA'vlTY RU WAL 2 PER SORSD C-9 56.90TW 19.508W CASE /1 ,,·W, I [XPOS[[) 5. 7' WALL 56.90TW EXPOSED 19.558W 55.JOTW CASE /1 19. 6{1JW /J6.9/' 56.J5EC CASE p -- ......._ ---(Jlil,!JriJ!l[XK~ ~W, EXPOSED 55.00TW 19.508W CASE p INL[T@ 54.25TW 5J.58TF 5f75FC ~-~~~--... 5, ... JOFS !f:/1.Jl FF-58.60 0 56.90TW /9.f{l]~ I I CASE/I~ EB 52.0BTF STOii/,/ STOI/ACE !NUNDA TICW L/1,//T GRAPHICAL SCAff: I• = 10' ----~ 5 10 20 JO f TW 52.92TF 5f25FG .. ~ ~ ffi ,.7. 54.25TW 5. 25 .5,~~ I EB s,. 5,t, 52.0871 5#.lOft .,,,..-.,,----·rv---~ k CRA 'vi TY RUAININC WALL 6 -1 !E:, PER SDRSD 'c-9 .J 5J.OOFC Y6[=54.05 :!ii: ~ j EB J:ll !!: CRMITY ~26')) &_ PERSDR~ 51.58 52]5FC 52./Jb ft;, DRAIN TO AC PARKING LOT 0/SCHAIIC[ PT/ 2 QI/JO= 0.27 CFS -~ J OffRU.NO flOW OffR [X SWAllD AC LOT TO /Nl[T CW ACAaA A~ ORA/NS TO AGVA H£Ola-lOA t.AGOl:N RETAINING WALL CASE NOTE WALL O[TA/L/NC SPFaFICS FOIi [ACH RETAINING WALL CASE AR[ FOiJNO OIi TH[ WALL 0/1,/[NSICW SCH[OUL[ OIi PACE 12 TH[ FOi.LOW/NC NOTfS AR[ PRO'v/0[0 TO Giff 0/R[CTICWS TO TH[ CCWTRACTOR BY TH[ [NC/NffR OF llt!'IK. TH[ arr [NC/NffR's SIGNA TUR[ OIi TH[S[ PLANS DOES NOT CO/ISIIT/Jl[ APPROVAL OF ANY OF l}/[S[ NOlfS, ANO TH[ arr WILL NOT 8[ RESPO/IS/81[ FOIi TH[IR [NFOI/C[l,l[NT 14. CONTRACTOR SHALL [/,/PLOY IN0/"10UALS W/10 AR[ FAMILIAR WITH ALL COO[S R[lATfO TO TH[ VARIOUS AREAS OF WORK ANO CCWSTRUCT TH[ !NlfNT OF l/l[S[ PLANS TO M[[T ALL LIXAL STAlf ANO f[O[RAl REOU!Rfll[NTS. I. NDTH[R TH[ 0111/[R NOR TH[ [NG!NffR OF WORK WILL [NFOI/CF SAF[TY 1,/[AS/JRES OIi RECULATICWS. TH[ CCWTRACTOI/ SHALL DESIGN, CCWSTRUCT ANO MAINTAIN ALL SAF[TY O[',IC[S, INCI.UOINC SHORING, ANO SI/All 8[ S0/.[LY RESPCWS!Bl[ FOR CONFORll!NC TO All LIXAL, STAT[ ANO f[O[RAL SAF[TY ANO H[ALTH STANOAROS, LAll:i ANO RECULAII0/1S. SAF[TY 15 OUR/NC ACT/',f CONSTRUCIION, AREAS SI/All 8[ WAlfREO TO R[f)IJC[ F/JC/l/ff ousr f[NCES SHALL 8[ PR0',10[0 BY l/1[ CCWTRACTOI/ Wll[RE R[OUIR[O BY TH[ CITY [NG!NffR 31 /IODIFIED CURB~&TR STA '-/t<(if;U-LJ1,q5 ~7 JO FIR[ HrtJRANT CONSTRUCTION NOTES NO. O[SCR/PT/a,/ P.C.C. S/0£WALK REPLACE PER CARI.SBAO STDS.• 4 PR(F(}S[{} 12' OR/ffWAY 7-1/2" TII/CK PER CARI.SBAO STDS. 0 PROPOSED J" PIC S/0£WA/.K 1/NOERORAIN ~ OCTA/£ ~' SIIT. 4 C/,/1/() W-12 STD. DRAW:/ 0£TA/l SORSO G-1, G-11 SORSO G-118" 8 SE'IIER LATERAL Yll/1 aEANflJT "-~'--' '-CARLSBAD S . S-1 0 J' A TR1W DRAIN (PVT.) ® TRfNCH DRAIN (PVT.) ® S/JJ,/P Pf/1,/P VA/ll T ANO SYSlf/,/ 12 /" WTl/ SEIi~ IIE/fR Sil£ PER Pl.AN (Dal OR II/fl. PER Pl.AN) 13 1• FIR[ SERV (6" lf[ W/ CAlf VAL ff Sil£ REOIJ. AT 8Kfl) 14 PCC CIJflB !lfPlACE PER CA/11.SBAO STAI/OAHIJS' HT. PER Pl.AN 15 BACKflOW 0£',IC[ Yll/1 PROlfCT/ff CAGE Sllf PfR PLAN ® 0/SCHAIIC[ roNT lOCA TICW 11 8/JlOING/ BASEMENT WA/.1. 18 RETAIN/NC WA/.1. 19 STOIIII DRAIN Sil£ ANO lOCA l/ON PER Pl.AN 20 Reff ORA/NS DRAIN TO LANOSCAPf ANO RIP RAP ® RIP-RAP 22 WALK.WAY STONfS 23 SAi/WT 24 S/IOONG WA/.1. @) PU/,/P (}IJTl[T ,,,-,,,,..-✓ 26 L (!!A ',fTY RETAINING WA/.1. ;3 21 1• FIR[ SER'v/CE BACKFlOW 28 5• PIC WTR MAIN (CUSS 305) SEE WTR NOT[, Sll[[T 2 29 STOIIIIWA lfR OflfNTICW FA01/TY C/,/1/1) W 2 .t W-J C/,/1/0 W-22 .t W-16 S/JRSO G-1 .t G-11 C/,/1/1) w-20 PfR 8/JlOING PfRIJIT SEE SHffT 12 FOi/ O[TAJL SORSO 0-60 PfR ARCH!lfCTIJRAL PLANS PfR ARCH/lfCTIJRAL Pl.ANS SEE SHffTS 8-11 SORSO C-9 C/,/1/() W-22 6571655 I EA S>11Ba /)/)ANT/ I UNITS 1 , . .. : ' . :· ·1 252 SF SF 2 EA SF ---0-II lF 6 EA JO LF ~ I EA ;;:: wV IR I EA s I EA 120 lF E3 I IF ~ I EA -----11111111 125 IF 0 80 IF 6 [A 7 EA D 45 [A 100 IF 100 IF I [A --210 IF I [A II IF ') I/OIOff ANO REPLACE »NT TO »NT OIi SCOl/[-1,/ARI< TO SCOl/[-1,/ARK (1? 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BEARING LENGTH 0£SCRIPTION ® N34V2'27"W 14.00' 6' P~ WA TFR MAIN (CLJ05} Rf/,/Off AN/)_ R[P/.ACE [XJSTINC _.i_" WA lfR MAIN SE[ NOTE B[LOW (7) 42+0383 -6"x6"x6" lfE -FIR[ HYDRANT (CONNECT TO EXP~ WA TfRMAIN) > ) . l PRIOR TO ANY CCWSTRUCTICW OIi [XCAVATINC FOIi THIS CONTRACT, TH[ LIXATICW ANO [l[VAT/0// OF [XJSTINC UNO[RCROUNO UTIL/Tl[S ANO !MPRO',fl,/[NTS SHALL 8[ CCWF/Rl,/[0 BY fl[LO 1,/[ASUREl,/[NT. TH[ [X!SlfNCE ANO LOCATICW OF ANY UNO[RCROUNO Ul/LITY PIPES OR STRUCTURES S/101111 CW Tl/ESE PLANS HAS 8[[N OBTA/N[O fR()l,I AVAILABl[ RECORDS {;'1/Y ANO 1,/AY NOT R[fl[CT ALL [X/STINC UTIL!ll[S. LIXATIONS OF ALL [XJST!NG UTILITIES SHALL 8[ CONFIRMED BY Fl[LO 1,/[ASUR[ll[NTS. PR/OIi TO CONSTRUCTION OF WORK TO 8[ PFRFOl/1,/[D, [XPLOI/ATORY [XCAVATICWS SHALL B[ 00//[ IN AOVANCF IN OIIO[R TO PRO'v/0[ SUFFICl[NT TIM[ PRIOR TO CCWSTRIJCIICW FOR ANY NECESSARY PfRMIT RHISICWS. CONTRACTOR SHALL NOTIFY [NC/NEER OF llt!'/K OF ANY 0/SCR[PANCY 16 CONTRACTOR ACRffS THAT H[ SHALL ASSU/,/[ SOL[ ANO C(}l,IPL[lf RESPONSIBILITY FOIi JOB Sllf CONDITIONS DURING TH[ CWRSE OF CO/ISTRUCTICW OF THIS PRMCT, INCI.UO/NC SAF[TY OF ALL PFRSCWS ANO PROPfRTY THAT THIS Rf/)/J/REM[NT SI/All APPLY CCWTINUWSlY ANO NOT 8[ L/1,//lfO TO NORMAL llt!'IK!NC HWRS ANO THAT TH[ CONTRACTOR SHALL O[F[NO, INDEMNIFY ANO HO/.JJ TH[ 0111/[R ANO TH[ [NC/NffR HARl,/L[SS Fl/()/,/ ANY ANO ALL LIABILITY REAL OIi ALL[CEO, IN CONNECTION WITH THE PFRFOI/MANCE OF llt!'IK ON THE PRMCT, [XCEPTINC FOR LIABILITY ARIS!Nrl fR()/,/ TH[ SOI.[ N[C/.!CENCF OF TH[ 0111/[R OR [NC/NffR. LIST OF ABBREVIATIONS WATER MAIN NOTE J. 4, 5 6. TH[ CCWTRACT0/1 SI/All POl/10/.[, 'v/0[0, UTILITY l/XAlf OIi UNCOffR All UTIL/Tl[S THAT MA"tB[ CRAO[O OffR, CONN[ClfO TO, JOIN[D, CROSS[O, OIi PARAll[l[O TO "fRIFY BOTH HORIZONTAL ANO ffRIICAL LIXATICW PRIOR TO ANY CCWSTRUCTION. ANY CCWFL/CT OIi DISCREPANCY SI/All 8[ 8RWCHT TO TH[ fNC/NffR's ATlfNIICW PRIOR TO CONSTRUCIION. OTH[RW/S[ TH[ CONTRACTOR ACCFPTS FULL RfSPONS/8/LITY FOR ANY AOO/IICWAL CCWSTRUCIICW OR RFLIXATION COSTS. TH[ CCWTRACT0/1 SHALL 8[ R[SPOI/S/81[ FOi/ l/XATING, R[l/XATING, MAINTAINING, ANO OIi REMOVAL OF [X!STINC UTIL/Tl[S Wll[N IN CCWFl!CT WITH PROPOSED !MPRO"fM[NTS. CONTRACTOR IS R[O/JIREO TO TAK[ PRECAUTIONARY 1,/[ASURES TO PROT[CT TH[ UTILITY LINES SHOIIN H[R[0/1 AND ANY OTHER EXIST/NC LINES NOT OF RECORD OIi S/10111'/ ON THESE PLANS. CONTRACTOR SHALL MARK ALL 0/SCOffR[O UTIL!Tl[S OIi A SET OF PLANS IN RED ANO /,/00/FY IN R[O-LINE PLANS ANY CHANCES TO EXISTING UTILITIES S/101111 ON l/l[SE PLANS. Wll[R[ TR[NCH[S ARE AOJACFNT TO F/JTIJRE BIi/LO/NG SllfS. SOILS REPORTS SHALL 8E SVBMITTFO TO TH[ [NC/NffR OF lftl?K BY A (}(JALIFl[O SOILS [NG!NffR W/1/CH CERTIFY' THAT TRENCH BACKFILL WAS C()/,/PACT[O AS 0/RFCTFO BY TH[ SOILS [NC/NffR IN ACCORDANCE Ml/I THE ON-Sllf fARTHllt!'IK SP[CIFICAT/0//S. 'AS OfFINfO IN ANO LIM!TfO IN SECT/CW 67355 OF TH[ 8USIN[SS ANO PR(Jf[SSIONAI COO[ OF CAL/FOi/NiA. 7 CONTRACTOR SHALL AOJJST [X/STINC ANO PROPOSED WAlfR VAL ',f CO',fRS, CL[ANWT COffRS ANO SE'IIER 1,/ANHOl[ COffRS. [TC., TO CRAOE Ill/FR[ NECESSARY 8. ANY BU/LO/NG WALLS SHOIIN OIi l/l[SE PLANS AR[ FOii lNFOl/1,/A TICW ONLY A SEPARA T[ BU/LO/NG PERMIT ANO !NSP[CTICW /till 8[ R[OIJIR[O FRO/,/ TH[ BU/LO/NC /NSP[CTION O[PART/,/[NT FOIi THDR CCWSTRUCT/0//. TOP OF WALLS,· TOP OF FOOTINGS ANO WALL HDCHTS S/101111 ON TH[SE PLANS AR[ GFN[RAL IN NAT/JR[ ANO SH(}IJ/0 NOT 8[ USED IN COI/STRUCllON. 9 TH[ BOTT()/,/ OF ALL [XCAVA TICWS SHALL BE 08SER',f0 BY A CEOlfCHNICAL ENC/NffR. lo. CONTRACTOR TO R[MOVF/R[PLACF/R[L/XAT[ ANY LANDSCAPING OR HAROSCAP/NG 111/ICH CCWfl/CTS IN ANY WA Y WITH TH[ !NSTALLATICW OR PROPfR F/JNCT/0//INC OF TH[ PROPOSED IMPROffM[NTS. II. TH[ CCWTRACTOI/ SHALL REP/.Aff ALL O[STRO'IED OR DAMAGED SVRFACF /1,/PRO',fl,/[NTS WITH /1,/PRO',fl,/[NTS [()IJAL TO OR SUP[R!OI/ 12. PRIOR TO ANY CCWSTRUCT/0// THE CONTRACTOR SHALL COORO!NA lf PLANS Ml/I ALL OTH[R DISCIPL/N[S ANO NOTIFY [NC/NffR OF llt!'IK OF ANY 0/SCR[PANC!ES. 11 CONTRACTOR SHALL CCWSTRUCT AR[A DRAINS ABOff FINIS/1[0 CRA lf [/[VA Tia,/ ANO AR[ TO 8[ AO.AJSlfO TO MATCH FINIS/1[0 CRAO[S (AS S/101111 CW TH[SE PLANS) ANO PRO'v/0[ POS/llff ORAINAC[ SHALL ANY 0/SCREPANCY ARISE, TH[ CCWTRACTOI//S TO NOIIFY THE fNC/NffR OF llt!'IK /1,/1,1[0/AlflY 18. CONTRACTOR SHALL MAK[ ALL N[CFSSARY AOJJSTJ,/[NTS ANO UNNRCUTS FOIi SUL AM[NOM[NTS. SOOS ETC. TO [NS/JRE THAT TH[ FINISH CRAO[S ARE [STABL/SH[O AS !NO/CA lfO ON THESE PLANS. TH[ CRAO[S R[FL[CTEI) H[R[ON SHALL 8[ O[U',fR[O AS T/IE FINAL CCWO!TION, POST LANDSCAPING. 19 TH[ CONTRACTOR SHALL 8[ RESPOIISIBI.[ TO INSURE THAT ALL SlOP[S, PADS, CURBS, INLETS ANO SIO[WALKS ARE BUILT IN ACCOI/OANC[ WITH TH[SE PLANS ANO APPL/CAB/[ C(X)[S ANO lAlr.i. IF l/l[R[ IS ANY 0/JESTICW R[GARO!NC l/l[SE PLANS OIi Fl[LO STAKES, TH[ CONTRACTOR SHALL REOIJEST AN !NlfRPR[TAT/CW B[FOI/[ DOING ANY llt!'/K BY CALLING TH[ [NC/NffR AT (858) 634-8620. IF STAKING IS PRO'v/0[0, COi/TRACTOR SHALL RE'vl[W STAK[S PRIOR TO CONSTRUCT/NC llfMS, CO/,/PAR[ STAK[S ANO CUT Sl/ffTS TO TH[ PLANS ANO NOIIFY [NG!NffR OF RECORD OF ANY 0/SCR[PANCl[S. 20 All CONCR[lf R[MOVALS SHALL 8[ TO TH[ N[AR[ST r,fAK[N[O Pl.AN[ .QNT, UNl[SS OTH[RWIS[ O[L/N[AlfO OIi PLAN. 21. CONTRACTOR SHALL NOTIFY [NC/NffR OF R[COl/0 OF 1,10//Ul,/[NTS OF ANY S/JR',fY 1,/a,/Ul,/[NTS OAMAGFO OUR/NC CONSTRUCTION. MONUMENTS SHALL 8[ REPLACED AT TH[ CCWTRACTORS [XP[NSE 22 CONTRACTOR TO PROlfCT ALL [XJSTINC SIGNS IN PLACE ANO REPLACE ANY SlCNS OAMACEO OUR/NC COI/STRUCIICW. 2J. PRO'v/0[ J6 INCHES l,//N/1,/UI,/ COffR (FINISH GRAD[ TO TOP OF PIPE) OffR FIR[ SERvlCF. UNL[SS OTH[RWISE NOlfO ON PLANS. 24. COi/TRACTOR SHALL POl/10/.[ ALL fffT UTILITY CROSSINGS PRIOR TO CONSTRUCT/CW TO ENS/JR[ [)(JST/NC IMPROffl,/[NTS ALIGNMENT ANO CRAO[ CONFORMANCE TO PLANS. IF O!SCR[PANCIES ARE NOTICED, NOllFY [NG/NffR OF llt!'/K PRIOR TO INSTALi.Al/CW SO [NC/NffR CAN MAK[ AOJJST/,/[NTS TO AL/CNM[NT ANO / OIi CRAO[ OF PROPOSE, D /1,/PRO',fl,/[NTS. :S-SI/All Bf 25 CONTRACTOR TO RfSTRIPF ALL O[STRO'IEO, DAMAGED ANO/OR R[l,/0',fO PAffMENT MARKINGS OUR/NG CCWSTRUCII0/1 /N KIND. ANY OAMAGFO TH[RMAl STRIPFS/IECENO R[/,/OffO BY CR/NO/NG ANO REPLACFO IN 11110/.[ IN KIND. 'PROffM[N TS. 1% 26 TH[ CONTRACTOR SHALL CH[CK ORA/NACE PATlfRNS 8[l}lffN [X/STINC PA',fl,/[NT ANO PROPOSED PAfff,/[NT, CUTlfRS OIi CURBS OUR/NC FORMIIORK OF PROPOSED IM. MINIMUM GRADES SHALL B[ MA!NTA!N[O IN PROPOSED PA ffl,/[NT SURCFAC[S DRAINING TOWARDS ACC[PTINC AR[A. FOl/11S SHALL 8E CH[CK[O ANO AOJJSlfO PRIOR TO CONCR[lf. [NG/NffR OF RECORD SHALL 8[ NOTIFIED TO INSPECT ALL F0/1/,/S PRIOR TO POURING CCWCRElf. CONTRACTOR SHAll ADJUST FORMS P[R [NC/NffR OF R[COR, POUR/NC VS DIRECTION /J. IT SHALL 8[ TH[ R[SPCWS/8/L!TY OF TH[ CONTRACTOR OIi O[';flOPfR TO ACf)()!R[ ANO [NFOIIC[ ALL N[CESSARY TRAmc CONTROi. P[RIIITS NffO[O TO SAF[L Y CCWOUCT WORK IN TH[ 27 CONTWRS SHALL 8[ USED AS CRAOE BREAKS. PUBLIC RIGHT OF WA Y CCWTRACTOI/ OIi O[ITTOPfR/OWl'l[R MUST COORDINAlf ALL TRAFTIC CONTROi. WITH TH[ AGENCY OF .JJR!SO!CllON. EASMENT NOTES THERE AR[ NO [ASEM[NTS AfilCTINC TH[ SUB.ECT PROPfRTY AS LISlfO IN SCH[OUI[ 73" OF THE ABOff R[f[RfNCF PR[LIIIINARY R[POI/T TH[ [ff[CT OF TAX[S, P[RMITS. L/[NS, CO"fNANTS. CONDITIONS ANO RESTRICTIONS, RFSOLUIICWS. ACRffl,/[NTS. ASS[SSM[NTS. LEASES, OIi FINANCING STAlf/l[NTS THAT APPEAR IN SAID REPORT AR[ NOT Rff[R[NCFO HEREON. BOUNDARY NOTES BOUNDARY RESOl ITT! PER Fl[LO SUR',fY PFRFORM[O BY l)l,l[GA LANO SUR"f'rlNC, INC CW 1,/AY II ,t 12, 2014 TO 8[ S/101111 CW FOIITHC()l,I/NC PARC[/ /,/AP. BASIS OF BEARINGS TH[ BASIS OF B[ARINCS FOIi THIS SUR',fY IS TH[ CCS 8J, la,/[ 6, CR/0 8EARING 8[Tfff[N STATION 'CI.SB-14/" ANO STAT/OIi "CLSB-IJI'. (BOTH HA'v/NC A CALIFORNIA COOi/DiNA T[ VALU[ OF FIRST OI/O[R ACCURACY OR 8[TlfR) AS SAID STA l/ONS AR[ S/101111 CW ROS 17271. 8[/NC N2119'17"W TH[ Cl)l,l8/N[O SCA/[ FACTOR AT STAT/OIi ·ase-141' IS 0999963560 CRIO DISTANCE = G/?(}IJNO DISTANCE x C(}l,l81N[O SCALF FACTOR /-Z J•2 (!)t:.0 DATE M[EGA ENGINEERING CONSULTANTS 4340 VJEWRJDGE A VE. SUITE B SAN DIEGO. CA 92123 PH:(858) 634-8620 FAX:(858) 634-8627 7/9/2019 «C 11//3/J(J/9 «C DATE INITIAL ENGINEER OF WORK I/ AO BW CL co er (') OW°/' [ [A [C [L [P [X (') FF re fl C8 CR HOP[ = = = = = = = = = = = = = = = = AR[A DRAIN BOTT()/,/ OF WALL CENlfR LIN[ CLEAN OUT C/JB/C YARDS O[CRffS OR!"fWAY [AST OIi [ASIINC EACH EXISTING GRAD[ [L[VAII0/1 [OGF OF PA ffl,/[~T EXISTING FffT OR 1,//NUlfS FINISH[O FLOOR FINISH CRAO[ flOW LIN[ CRAO[ BR[AK CRATE [l[VA Tia,/ HICH DENSITY POL 'IETHYl[N[ INSTALL FIR[ HYDRANT -R['vl:£ /[GENO () = /[ = N p = PCC P[ = p~ = PVT = R = R,tR = RO R/W = SD SW/I = TC - TF = TC = FrP = TW = /Ill = ~ ADO THIS SH[[T, R['v/SED L/1,/!Ti OF CR/NO ,t O"fRLAY !NCH[S OIi SECO/IOS !N'tfRT [L[VA TIO/I NORTH OR NORTH/NC PA ffl,/[NT GRAD[ PORT/AND C[M[NT CO/IC. PR(Jf[SSIONAL [NC/N[[R POI. YvlNYI CHl ORIO[ PRIVATF RAO/US R[MOff ANO REPLACE ROOF DRAIN RIC/IT OF WAY STORM DRAIN SE'IIER TOP OF CURB TOP OF FOO TING TOP OF CRAlf F/PICAL TOP OF WALL WA lfR 1,/[lfR THIS SHffT R[PLACFS S/lffT 2 APfRO',fO CW JANUARY 19, 2017 DATE INlllAL REVISION DE~CRIPTION OTHER APPROVAL ~ DATE NO cumNC OF ACP PIP[ IS ALLOfffO. R[l,/0',f TH[ [X!ST!NC ACP PIP[ FRO/,/ JOINT TO ..QNT CONTRACTOR /,/UST COOROINATf WITH Cl,//IO FOIi Tl[ IN POINTS ANO PRECISE PIP/NC R[()IJ!R[M[NTS (FITTINGS ANO /,IA lfRIALS) "AS BUILT" d~~ ~ /·/:lo~o RCE 5cY?ExP 9 · 30 ·t/ DATE $1~ 4[z"t{u, INSPECTOR DATE -p- I SHEET I CITY OF CARLSBAD 2 13 / ENGINEERING DEPARTMENT GRADING PLAN FOR: /7'-. 3450 GARFIELD STREET GR2016-0034G RADING, IMPROVEMENTS, & NOTES PUD 15-19/SDP 15-21/CDP 15-41/MS 15-14 ---AP~JA~T z,1.,., CITY ENGINEER R.C.E 63912 EXPIRES 9/30/20 6 DATE OWN BY: (Yl:GA PROJECT NO. DRAWING NO. INITIAL CHKD BY: MS 15-14 492-6A CITY APPROVAL RVWD BY: UILT I ~ I ~~ I ~ ' m ' ~ . ~ . j!z • z~ !~~ i ~ ~ fri -1~1 ~ □ D ~ 2 Ci) 2 C ~ [D m lJ □ ll l> ::E 2 (j) 2 C ~ cc m lJ 021020 CJ lJ Cl l> N :I ::E c:, 2 0 • (j) ... ... co 2 1,1 ':-l e OI S: ► OJ m lJ I I ! I I I i I JO -.a •--,·'• ~ --< ~ - 4'f::hxt/~40 /Z-Z?--/6 DATE MY REGISTRATION EXPIRES 9-J0-17 --.I MlEGA) ENGINEERING CONSULTANTS 4340 VlEWRff'lGE AVE. SUITE B SAN JJ/b'G'O, CA 92123 P/1:(858) 634-8620 FAX:(858) 634-8627 U/13/2/JIY OfC DATE INITIAL ENGINEER OF WORK CONSTRUCTION NOTES -· NO. OESCR/PTION 2) OWY (5.5"FCC W/JJ BARS (J 18' OC/4' Cl II BASE)"' 0 PERMEA81.E PAWRS WAlKWAY 7) 4• PCC PA TIO (RN/SH PE// ARCH/TFCTIJRAl PLANS} IZ\ REV/SW 71?£NClf RC5U~ff,iJN6 lfNO GRINO J 2.~ '"R... I OVi,Rur: (/fiVISE SHEET-NVM/J.R DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 6571655 STD. ORA W./ 0£TA!l S'l'/,/80/. QUANTITIES UNITS PE// C[OT[CH {-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:1 1,015 SF ffi ~;?; s:-5{',:<,s:{{S,j 150 SF PER ARCHITECT It Ef-~1+~-l:l 85 SF "AS BU I LT" RC~~-~/ -<f-/-:?020 DATE REVIEW~ t?L,,_. 4lz..1l?P INSPECTOR DATE I -SHEET CITY OF CARLSBAD! SHEETS 3 13 ENGINEERING DEPARTMENT I . GRADING PLANS FOR: ',_.,,\_ _,, _,/ 3450 GARFIELD STREET ~ &RZD/i-MJ'( HORIZONl AL CONTROL PLAi~ PUD 15-19/ SOP 15-21/ COP 15-41/ MS 15-4 APPROV~ J/0'~ S. GELDERT , • • ,, t_ /t ~UJ.l CITY ENGINEF,R' R.C.E 63912 EXPIRES 9/30/20 ~S r D E I OWN BY: QMEGI\ PROJECT NO. DRAWING NO. CHKD BY: .s·c. RVWD BY: "L MS 15-14 492-6A UL ' i ____ J , ' t:l ll ~ z Gl. z C s: m ll I ! 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SECTION A-A SCALE: 1"=10' HOR, 1"=4' VERT. -----r-~·------·--1---j 62 ----- i ~ -----______ J __ - i ----:,, 1----t----+---+----+-__j---f---+--~H---"----+, _ _,l_--j ------I ___ -----~ ! 0:: __ , -------------62 60 -----------, __ -60 ' ' i 58 -, "'.J/--' ~~.:/ .. -~-~-:~----·· ·-, __ _..,..,.\ ___ -"-···--. --j 56------~ -=--i--!!:;fsfoRAr. ---+-":--::_~~ --56 54 ~----froecK roolt{G-._ --: ~'80t,~r rj 1;;!e:i!;H'~LL_ (! __ ,__ 52 !< --12'-Jow-euR~~Lo~:i}~85;7 c I -\::tX~RADt -6-- 50 ____ 1 ~ -_lOGLOF PA ~RS -! ----1--> --J~ ----+--50 '-r'-----~--""----~------..J _ ---:--__ f ____ _J,.,.,. ----· ~ 58 54 -52 48-----+--L---+--' -------f----L ----·-·-48 l I 46 ---+--, --(-, ' --+---'--1--~--~ -+-----46 i I I SECTION E-E SCALE: 1"=10' HOR. 1"=4' VERT. "AS BUILT" (i~dMA </./-;o;?o RCE 51:)~X~ 9 ~ 30 -~ I DA TE REVIEW~ tlffi' 4Lz,lu, INSPECTOR DATE - !/1/3/20/9 IEf., 17' ADDEO DETAILS, REVISED DUALS. RU WALL STANDARD "'~~ -n:__ I SHEET I CITY OF CARLSB!D, , SHEETS"I M[EGA ENGINEERING CONSULTANTS 4340 VIEWRIDGE AVE. SUITE B SAN DIEGO, CA 92123 PH:(858) 634-8620 FAX:(858) 634-8627 DATE INITIAL ENGINEER OF WORK AOO CURB & GUTTER TRANSIT/OIi ,ETAIL THIS SHEET REPLACES SHEET 4 AfPROVED OIi t/19/2011 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 4 ENGINEERING DEPARTMENT 13 GRADING PLANS FOR: =~ STREET~. 3450 GARFIELD GR2016-0034 CROSS SECTIONS PUD 15-19/ SDP 15--21/ CDP 15-41/ MS 15-14 AP~JASON 5· .ct:1111. .A-'.--c -G~'lT 2/2/et) CITY ENGINEER R.C.E 63912 EXPIRES 9/30/2C16 DATE DWN BY: -Wl?-8-PROJECT NO. DRAWING NO. CHKD BY: MS 15--14 492--6A RVWD BY: ' □ ll ' ~ 2 G) 2 C s Ill ,!B □ ll ~ 2 G) 2 C ' s Ill m ll □ ll l> ~ 2 G) -2 C s Ill m ll - □ ll ., ~ .la, :E -Q 2 g, .la, G) ... UI 2 C,,I ':') C f:s Ill m ll 'i I caJIJtESTrJE NOCKS ,. fJRZIOT!)WD~Q ~ I ', '/ /~ 80X a• /JW£1lR SffJES 20X 10• l1AIETER SffJES SEC/Di Fl 1lR FA/JI/JC TrJ SUH II' TrJ U/AIE RIP-RAP DETAIL NOT TO SCALE ,_-Pf.;wjVfE PAlfR!i /I/CO A«.l!IM -' N'Pff/0',f/J [(JU';AIEHT. Sm£ PER AIKHTECTl.f/AI. Pl.ANS. r ----+-----J'------..r 1· IIElJfJINC SAIi] 5• CUSS I PO/II ---1 PA.VER 1'.ALKlfAY SBCTION NOT TO SCALE 4• E11J(}(I PUIIP OUTLET DETAIL NOT TO SCALE /(Jf}-'/fNI ------,'7Tr-PA;c;lf7/S770~ 12· I/OIi allB Al.(NC _j EM fT PA If/IS NOTE: SID!.IIIII 1lR IJflMtS FR<II lllS Ali£A llllOllCII A 4• PK S'!'.SEJ) lHNWQ/ TIE Sfl/1/EAST cal/ER fT TIE llll1. SEE WRIT /UAL PER EB STOIUl1'.&TIR STORA.GI FACILITY NOT TO SCALE NOTE: flllCE IINN TrJ mM!llKII FR<II 2· TrJ 4• CtlDIT Pf/0/ TrJ E»TIIC IQ,W: TrJ IIE/J/JC£ E»T IEl()(JlY C-1 fl£T 1Hl [TI 280•Series Electrical Data FULL LOCKED THERMAL STATOR MODEL HP VOLTAGE PHASE LOAD ROTOR OVERLOAD WINDING AMPS AMPS TEMP CLASS 280 1/2 115 1 80 23 1os·c,221°F B 281 1/2 115 1 8.0 23 1os·c 1221°F B 283 1/2 115 \ 8.0 23 105 C/221°F B 287 1/2 115 1 80 23 105'C/221 "F B 280HV 1/2 208-230 1 40 12 5 105 CI 221~F B 281HV 1/2 208-230 1 4.0 125 10s·c 1221 °F B 283HV 1/2 208-230 1 4.0 12.5 10s·c 1221 ·F B 287HV 1/2 208-230 1 4 0 12.5 105'C I 221 "F B 280-Sertes Cord Length Options* Model 10' 25'(-2) 35'(-3) 50'(-5) 280 Standard Optional Optional Optional 281 Standard Optional Optional Optional 283 Standard Optional Optional NIA 287 Standard Optional NIA NIA 10' cord length standard on all models. For optional lengths, add ~-2, -3 or -5" suffix to model number. Examole: for model 280 with 35' cord. Order 280-3 280-Series Dimensional Data ,- 1 I 1163mm ] 6.4in _ [240mm ] _ 9.Sin "-.. l -l /2'' NFT DISCHARGE CORO LENGT~ DISCHARGE FT 10 1 112 \0 1 112 I 10 1\/2 10 1 112 10 1 112 10 1 112 10 1 1/2 I 10 1 l/2 CORDS 230V OR I20V PIGGY BAC K AUTOMATIC SHOWN [335mm ] 13.2in ,.,,_,.,,, ,,...c_"""'""' J~N,-.• O,Ca,/,A>elo< •· ~~>.....;,-""""-"''"' , .. l""IM'l __ or,.,c;..,.. _ L226mm j __ 8.9in l '90mm ] 3.6in 280 SERIES DIMENSIONAL AUTOMATIC NO MANUAL YES INTEGRAL c,cn YES PIGGY BACK FLOAT --INTEGRAL VERTICLE FLOAT NO MANUAL YES INTEGRAL FLOAT YES PIGGY BACK FLOAT YES INTEGRAL VERTICLE FLOAT .... ..., _.. ... ~WH<ll.'~ ,w ..... ,,.,_,,,,..,:;-...-,., . ..--~-c• A DATE OCTOBER 2015 A ANDREW J. KA!fl'I R.C.E. 50940 MY REGISTRA TION EXPIRES 9-30-17 PUMP DETAIL NOT TO SCALE /Z-,?;¼f DA TE I ..,.,-,, I SP[C/fE[) /ICW. [!] 7m PROIF" U/A 1[ RA lU) Fa? TRAFFIC LOAIJINC FRfJI 8R()(J(S PfiWIJCTS a? ENQIEER APffiOIB) E@VAIEHT • 7 • . 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ENQNEER APP//0',f/J E(X.fVAIEHT PUIIP VAULT DETAILS NOT TO SCALE 2424 CAST IRON GRATE PARKWAY 2424 SJEEL GRATES Pti..RKv\11.Y TRAFF=IC 2424 STEEL COVER PARKWAY TRAFFIC NOTES: 11 2 lbs. 81 Ins. 11'1 lt/5 4& lb:s. 103 lbs I. GRATES "1-10 COIIERSAIIAILA8LE PA!t(;EO 81.ACK OR GAL\l>iNIZEO 2. "ADA"' GAA.IES /4/l)Jl.ADLE IN PAR.l{WA'I' &. TRArFIC • 1 "HEEL PROOF" GR Al ES Nl\!LA8LE IN EP,f:;l(WltY ct.I Y ~-/1 TOI' SlcCTIOH WITH FRAME MU818E Ull!:0 II' 801.l OOWl-1 REQ\JIRED SE~~~ON l Hf I LBS l KNOCK-OUTS 2424 1'6 2424 T12 2424 T18 2424 T24 EXfENS!ON SECTION ,. 12·· 18'" ,.. HT 270 NONE "' (4) 6"' ,.. 11" 745 (4}9" )( '12" 870 ~ . . . LBS t<.NOCt<.-OUTS 2424 E6 I 6" 270 NONE • LOWER I I I SECTION HT LBS KNOCK-OUTS 2424 L 12 12"' (4) 6",. 11·· 2424 L 18 w 2424 L24 24" {4J 18" x 18'" 2424 TOP SECTION WITH GAL VAN/ZED FRA ME) 2424 LOWER SECJIQ~ (NO FRAME) NOrE. lJSE ,:,-18", :1-4" LONERS ro INCP.EASE DEPTH l'P TO At.\AXIMU~1 OF' 72"' .,...,~."' ~ '~ .,. / 24" '-... ,~-,,~ "-. Sff CHAR;l f sf£ CHART 2424 BOTTOM SECH)N (WIJH OR WITHOUT FRAME) 24".: 24" CATCH BASIN """-""',._.,_.,. """·""''"'" 11-23-99 02-2E-O0 .PRODv,;..·rs t I 2424 CB PRE-CAST BOX DETAIL NOT TO SCALE MlEGA EN&INEERING CONSULTANTS 4340 VJEIVRJDCE AVE. S UITE B SAN DIEGO, CA 92123 NOTES: ~ AfllW)I U/Al[ 1. AO.A/ST All AKA ONA/NS TrJ FNAI. INS/I GIIAOES. ~ U/All ll.EVATTCW (TC) 2 OII/EJISO/ Gf',£N Fa? TIE Al/EA a?AIN TrJ PfR P.AN UIAIJES FNS/1 SIHACE SHA/.1. JEAN aJENSICW X P£II PUN PER PUN FR<II Fl/Al. GRAN POST-LAMJSCAPINC. ---=:....-!11.lll~--==---~ NOTES: STAIIJARD PW: Mll?ANCH IN'.fRT ll.EVA TICW (IE) PER PUN AREA DRAIN DETAIL NOT TO SCALE --r ltlN. rxA. flfSEli PPf PW:PIPE (!J~ PfR PUN) 6" H-20 TRAFFIC-RAlU) TR£J((J/ a?AIN PfR Zl#IN 006 a? E@VAI.ENT. WST EE 7m PNOlf" COtTRACTal SI/All !JBIT SHU' /Jf/AIIINGS Fa? APffiOVAL Pfllll TrJ a?IJElllNC. f----------PER Pl.AN ---------, 1 I ~-I I.OX v~ L r WllET T~'-------=-~--__,;.::..:._J_j' 4• MIN 4• PIPE SlU88ED (XJT (T WALL 4"x J" R£OIJCER Fa? now COtTRa. PUIIPOSl.5 ... PIJl,/P 141.t. T I -I -I I iiiiiiiii: !~iiiiiii iiiii~ii~: iii~iii!i ---GIA 1[ PER AR(}ffl[CTS SP[alCAT/aiS ' I I I 4• MIN I-+- ,:l TRENCH DRAIN DETAIL 560-C-3250 NO T TO SCALE IT] ', ;:_ -::::,.--1.6'--t -- 4"xf R£OIJCER SEClKI{ IQ' -' . - Pll,N IQ' IR I PNrHIITYcrRER 11A TDI EX U/AN AC PAI/KNC LOT '---Fii. TER FA/RC TD SUP£ /JP 1J U/AN f/£TAJIINC lfAl.1 PfR S1JHSlJ C-1 DISCHARGE POINT DETAIL I NOT TO SCALE INSPECTOR 4/~/u, r I DA TE SHEET I CITY OF CARLSBAD I SHl 3 TS I 5 ENGI NEERING DEPARTMENT GRADING PLANS FOR: 3450 GARFIELD STREET DETAILS PUD 15-19/ SDP 15-21/ CDP 15-41 / MS 15-1 4 APPROVE,51_ J: ON S. GELDER T , ,l11ka1t CI TY ENGINFER' R.C .E 63912 EXPIRES 9/30/2011er ~A TE DWN BY: m,tEGl'I PH:(858) 634-8620 FAX(858) 634-8627 DA TE INITI AL DATE INl11AL DATE INITIAL PROJECT NO. [)~AWING NO. CHKD BY: St:.- EN~NEER OF WORK REVISl□ N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 7L MS 15-14 492-6A -- VILT i: ~ I~! C JI ~c ]> ~ Cl ~ ~ iiJ < z a • -► Cl ~z • I'~ z ffi~ C s:: rn . I ~i Ill m ~ JI I § ,, I I 020617 I I I I I I ! C I~§ JI ]> ~fi ~ ~~ ~ z a • • ► Cl -~2 z m z .c~ ffi~ C s:: rn. rn Ill 1~i m ~ JI I ~ I I I II 1. ' I I ! l ' --L TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES C[NERAL SITE I.IANAC[I.IENT REOU/Rfl.lENTS THE FOLLOIHNG C[N[RAL SITE I.IANAC[l.l[NT REQ/JIREI.IENTS SHALi Bf ADHERED TO THROUGHOUT THE DURATION Of THE CONSTRUCTION /YORK (YEAR ROUND) I. IN CASE [l.l[RC[NCY /IVRK IS REQUIRED, CONTAC[ 1.1/TCH ROYE FROI.I: /1,/f OfV[LOP. AT (Tfl.NO.) 949.6815535 2. OfflCES SHOltN ON CITY APPROV[O PLANS SHALL NOi Bf 1,/0V[O OR 1.100/f/ED II/THOU! {Hf APPROVAi Of THE ENG/NffR/NG INSPECTOR. l THE CONTRACTOR SHALi RESTORE ALI EROSION CONTROL OEWCES TO WORKING ORDER TO THE SAT/SFACf/ON Of fHE CITY ENG/NffR AFTER EACH RUN-Off PROOUC/NG RAINFALL. 4. THE CONTRACTOR SHALi INSTALL ADDITIONAL EROSION CONTROL MEASURES AS I.IAY Bf REQUIRED BY THE CITY ENC/NffR OU[ TO UNCOI.IPifTEO GRADING OPERA T/ONS OR UNFORSffN CIRCUMSTANCES ltl/lCH I.IA Y ARISE 5. THE CONTRACTOR SHALi Bf RESPONS/Bif ANO SHALi TAKE NECESSARY PRECAUTIONS TO PR[V[NT PUBLIC TRESPASS ONTO AREAS /11-/ERE /I.IPOUNOEO /YA TERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PRO.ECT PER/1,(fl[R I.IUST DRAIN AWAY FROI.I THE FACE Of SLOPE AT /Hf CONCIUS/0// Of EACH /IVRKINC DAY. 7. ALI REMOVABLE PROIECf/V[ 0£';/CES SHALi BE IN PLACE AT THE ENO Of EACH IIVRKING DAY /11-/EN f/V[ (5) DAY RAIN PROBABILITY FORECAST EXCffOS FOR TY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALi BE REI.IOV[O AFTER EACH RAINFALL. 8. ALI GRA V[i BAGS SHALi CONTAIN J/4 INCH 1,//NII.IUI.I AGGREGATE 9. ALI EXPOSED 0/STURBEO AREAS /,/UST HA V[ EROSION PROTECT/OIi Bl.Ifs PROPER/ Y /NSTAiiEO. THIS /NCIUOES ALL BUILDING PADS, UNF/NISHEO ROADS, AND SLOPES. 10. ADEQUATE PERII.IETER PROTfCT/0// Bl.Ifs /,/UST Bf INSTALIEO ANO I.IAINTAINEO ANO 11111 Bf UPGRAOEO, If NECESSARY, TO PRO',/Of SUFF/C/ENT PROTECT/OIi FRO/,/ RUNOFF OUR/NG RAIN [V[NTS. II. AOEQUA TE SEO/I.IENT CONTROL Bl.Ifs MUST BE INSTALLED ANO I.IAiNTAINEO. 12. ADEQUATE BMPs TO CONTROL OFFS/ff S[OII.IENT TRACKING MUST BE /NSTALl[O ANO MAINTAINED. /l A 1.1/NIMUM Of 125% Of THE MATfRIAL NffOED TOO INSTALi STANDBY Bl.Ifs TO PROTECT THE EXPOSED AREAS FROM EROSION ANO PREffNT SEO/I.IENT DISCHARGES, /,/UST BE STORED 0//SITE AREAS ALREADY PROTECTfO FROM EROSION USING PHYSICAL STAfJ/L/ZA TION OR ESTABLISHED VEGETA TIO/I STAB/LIZA TIO/I BMPs ARE NOT COl/5/0ERED TO BE "EXPOSED" FOR PURPOSES Of THIS REQUIREMENT. 14. THE 0/tNER/DfffLOPER/CONTRACTOR MUST FOLLOW "MATHER TRIGGERED" ACTION PLAN ANO BE ABIE TO DEPLOY STANDBY BMPs TO PROTECT TH[ EXPOSED PORTIONS OF THE SITE II/THIN 48 HOURS Of A PREDICTED STORM [V[NT (A PREOICTEO STORM [V[NT IS lifF/NEO AS A 40% CHANCE Of RAIN II/THIN A 5-0AY NA T/0//AL IYEA THER SERWCE FORECAST). ON REQUEST, THE 011/'iER/DEffiOPER/COIITRACTOR MUST PR0/10£ PROOF Of THIS CAPABILITY. 15. OEPLO'/MENT Of PHYSICAL OR V[GfTA T/ON EROS/OIi CONTROL BMPs MUST COI.II.IENCE AS SOON AS SLOPES ARE COMPLETED. THE OltNER/DEffLOPER/COIITRACTOR MAY NO( RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PR[V[NT EROSION Of SLOPES THAT HA V[ BffN COMPifTEO. 16. THE AREA THAT CAN Bf CiEARED, GRAOED, ANO LEFT EXPOSED AT 0//E TIME IS LIM/TEO TO THE AMOUNT Of ACREAGE THAT THE COIi /RAC TOR CAN AOEQ/JA TEL Y PROTECT PRIOR TO A PREOIC/£0 RAIN EV[NT. FOR LARGER SITES, GRADING SHOULD Bf PHASED. IT 1,/AY BE NECESSARY TO DEPLOY EROSION ANO SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACT/V[L Y BEING /IVRKEO BEFORE AOOITIOI/Ai GRADING IS ALIOIYEO TO PROCEED, AT THE 0/SCRETIOII Of THE CITY INSPECTOR. 17. ALI 0/STURBEO AREAS THAT ARE NOT COMPIETEO ANO/OR NOT BEING ACT/V[L Y GRADED MUST BE FULLY PROTECTED FROM EROS/OIi if LEFT FOR 14 OR MORE DAYS THE ABILITY ro INSTALi BMP MATERIALS IN°A PROMPT 1,/ANNER JS NOT sumc!E1IL BMPs NffO TO BE INSTALLED IN THESE AREAS. 18. BMPs MUS[ BE SfOCKP/iED AT VARIOUS LOCATION THROUGHOUT THE PRO.ECT SITE fHROUGHOU T THE YEAR /11-/ENEV[R THERE IS A 40% CHANCE OR OREA TER Of A RAIN II/THIN A THRff (J) DAY FORECAST, THE INSPECTOR 11111 V[R/FY THAT BMPs ARE ADE QUA TEL Y STOCKP/1£0. BMPs MUST Bf STOCKP/ifO ANO READY FOR DE PLO '/MENT /11-/EN fHERE IS 50% CHANCE Of RAIN II/THIN A 48 HOUR FORECAST. FAILURE TO COMPLY 111TH Tl/IS REQUIREMENT COULD RESULT IN THE ISSUANCE Of A STOP /IVRK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREA/1,/[Nf ANO EROS/OIi CONTROL BMPs I.IUST BE INSPECTED IYEEKLY ANO PRIOR TO A FORECASTED RAIN EvENT Of OREA TER THAN 50% ANO AFTER A RAIN £V[N !. IN ADDITION, TR[A11.1ENT CONTROL Bl.Ifs MUST BE SER'4CEO AS NEEDED THROUGHOUT THE YEAR 20. If SELECTED Bl.IP FAILS DURING A RAIN fV[NT, IT MUST BE REPAIRED OR IMPROV[O OR REPLACED 111TH AN ACCEPTABLE ALTERNATE AS SOON AS IT JS SAFE TO 00 SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT AOEQ/JA TE FOR THE CIRCUMSTANCES IN /11-1/CH IT WAS USED. REPAIRS ANO REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE 21. ALI CONSTRUCTION EMPLOYEES MUST BE TRAINED OIi Tl/£ !I.IPORfANCE OF STORM /YATER POLLUTION PREffNT/ON AND BMP MAINTENANCE IYEA THER TR/GC[REO ACT/OIi PLAN THE O[V[LOPER S/-IALI DEPLOY STANDBY BES[ MANAGEMENT PRACTICE MEASURES TO COI.IPIETEL Y PROTECT THE EXPOSED PORTIONS Of /HE SITE II/THIN 48 HOURS OF A PREOICTEO STORI,/ [V[N [ ( A PREDICTED STORI.I EvENT IS OEF/NEO AS A FORECASTED, 40% CHANCE Of RAIN BY THE NATIONAL IYEATH[R SERVICE}, IN ADO/TIO/I ro BMPs IMPIEMENTEO YEAR-ROUND INCLUDING PERIMETER CONTROL, II/NO [ROS/ON CONTROL, TRACKING, NOii-STORM /YATER CONTROL, WAST[ I.IANAC[MENT, ANO MATERIALS POLLUTION CONTROL. /HE NA 1/0NAL IYEA THER SERWCE FORECAST SHALi BE MONITORED ANO USED BY THE DEvELOPER ON A DAILY BASIS. IF PRECIPITAT/0// IS PREDICTED (40% CHANCE Of RAIN), THEN THE NECESSARY /YATER POLLUf/ON CONTROL PRACTICES SHALL Bf O[PLOYEO YtfTHIN 48 HOURS ANO PRIOR TO TIIE ONSE f OF Tl/£ PREC/PITA T/ON. /Hf OEPLO'/MENT Of THE BMPS SHALL INCLUDE BUT NOT Bf LIM/TEO TO GRAVEL BAGS ANO SILT FENCES. A MINIMUM OF 125% Of THE MATERIAL NEEDED TO INSTALi STANDBY BESr I.IANAC[MENT PRACTICES MEASURES ro PROTECT THE EXPOSED AREAS FORM [ROS/ON ANO PREvENT SEDIMENT DISCHARGES MUST Bf STORED ON-SITE AREAS THAT HAvE ALREADY BffN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA T/ON OR ESTABLISHED VEGETA TIO/I STAB/LIZA TIO/I BMPS AS DETERMINED 8 Y THE Cl TY OF CARLSBAD ARE NOT COIIS/OERED TO Bf "EXPOSED" FOR THE PURPOSES Of .ltEATHER TRIGGERED ACTION PIAN'. AN AO[QUA TE SOURCE Of EQUIPMENT ANO /IVRKERS SHAil BE A VAILABLE FOR OEPLO'/MENT Of "IYEATHER TRIGGERED BMPS'. ---------------------------------- EROSION CONTROL HYOROSEEOING, PLANTING ANO /RR/GA T/ON /. . ALI PERMANENT ANO TEMPORARY EROS/OIi CONTROL PLANTING ANO !RR/GA T/ON S/-IALL BE INSTALLED ANO 1,/A/NTAINEO AS REQUIRED IN SECT/OIi 212 OF THE STANDARD SPECIF/CA T/ONS ANO THE FOLLOYtfNC.· A HYOROSEEO/NG SHALi BE APPLIED TQ- 1 ALI SLOPES THAT ARE GRADED 6./ (HORIZONTAL TO V[RT/CAL} OR STEEPER /11-/EN fHEY AR£· a. THRff FffT OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALI SLOPES 4 FffT OR MORE IN HEIGHT. 2 AREAS CRAOEO RATTER /HAN 6: I /ti/EN ANY OF THE FOLLOIHNG CONDITIONS EXIST.· a. NOT SCHEOUIEO FOR II.IPROffMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} II/THIN 60 OA YS OF ROUGH GRAD/NC. b. IOENT/REO BY /HE PARKS ANO RECREA T/ON DIRECTOR AS HIGHL Y WS/81£ TO Tl/£ PUBLIC. c. HA V[ ANY SPECIAL CONDITION IDENT!f/£0 BY THE CITY ENG!NffR fHAf WARRANTS IMMEDIATE TREA11.1ENT. 8 HYOROSffO/NG AREAS SHALi BE !RR/GA TED IN ACCORDANCE Ii/TH THE FOLLOIHNG CRITERIA: I ALI SLOPES THAT ARE GRADED 6./ OR STEEPER ANO fHA TAR£· o. THRff TO EIGHT fffT IN HEIGHT SHALi BE /RR/GA 1[0 BY HANO /YA TERING FROI.I QUICK COUPLERS/f!OSE BIBS OR A CONV[NTIONAL SYSTEM OF LOW PREC/PITA TIO/I SPRINKLER HEADS PR0'40/NG /00% COffRAG£ b. CREA TER fHAN 8 fffT IN 1/EIG/IT SHALi Bf /YA TEREO BY A CONvENTIONAL SYS/fl.I OF LOW PREC/PITA TIO/I SPRINKLER HEADS PR0/10/NG /00% COV[RAG£ 2 AREAS SLOPED iESS THAN 6:/ SHALi Bf IRRIGATED AS APPROV[D BY THE CITY ENG!NffR, PRIOR TO HYOROSffD/NG'. fHE DEV[LOPER SHALi SUBMIT A PROPOSED SCHEME TO PROWDE /RR/GA T/ON TO THE CITY ENG/NffR THE PROPOSAL SHALi BE SPEC/RC REGARDING THE NUMBERS, TYPE, ANO COSTS OF /HE ELEI.IEN TS Of THE PROPOSED SYSTEM. J IRRIGATION S/-IALI MAINTAIN TH[ MO/S/URE l[V[L OF THE SOIL AT THE OP//MUM ifV[L FOR THE GRADING Of THE HYOROSffOEO GROWTH. C HYOROSEEOING MIX SHALi CONSIST Of ALL OF THE FOLIO/I/NG: 0 I SEED 1.1/X SHALi CONSIST OF NO IESS THAN.· 0. 20 lbs. PER ACRE or ROS[ CLOV[R b. 20 lbs PER ACRE Of ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE Of ACH/LL[A MILIEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} t I /2 lb. PER ACRE IF 0/MORPHOLECA g. /TEI.IS ~ d, e, ANO f Of THIS SUBSECTION I.IA Y Bf OMITTED ON 115/81£ FROM El /HER A PUBLIC STREET OR R[SIDENT/AL STRUCTURES.. h. ITEM o Of THIS SUBSECTION MUST Bf INOCULAIEO /i/lH A NITROGEN RX/NG BACTERIA ANO APPLIED ORY EITHER BY OR/LL/NG OR BROAOCAS/NC BEFORE 1/YOROS[[OINC. ,: ALL SEED I.IAIERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS 111TH THE CALIFORNIA OEPAR11.1ENT OF FOOD ANO AGRICULTURE CERTIRCATION TAC ATTACHED TO, OR PRINTED OIi SAID CONTAINERS. j NON-PHYTO-TOX/C IYETTING AGENTS MAY Bf AOOEO TO THE HYOROSEEO SLURRY AT THE 0/SCRETIOII OF THE COIITRAC[OR 2 TYPE I MULCH APPLIED AT THE RA TE OF NO iESS I/AN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) MAY Bf SUBSTITUTED, /11-/EN STRAW JS USED, IT I.IUST BE ANCHORED TO THE SLOPE BY MECHANICAL/ Y PUNCHING NO LESS THAN 50% If THE STRAW INTO fHE SOIL. J FERTILIZER CONSISTING Of AMI.ION/UM PHOSPHATE SULFATE, 16-20-0 111TH 15% SULPHUR APPLIED AT Tl/£ RATE OF 500 lbs. PER ACRE AREAS TO BE HYOROSEEOED SHALi Bf PREPARED PRIOR TO HYOROSEEO/NC.· I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA 1/0N OF: o. TRACK WALKING SLOPES STEEPER THAN 6: I. b. HARRO/HNG AREAS 6.· I OR RATTER THAT ARE SUFF/C/ENTL Y FRIABLE 2 AREAS GRADED RATTER THAN 6: I /ti/EN ANY Of THE FOLIO/i/NG CONDITIONS EXIST: o. ADJUSTING THE S/JRFACE SOIL MOISTURE TO PROWOE A DAI.IP BIT NOT SATURATED SEED 8[0. b. Tl/£ ADDITION Of SOIL AMENDMENTS, PH AOJUS11.1ENT, LEACHING COV[R/NG SALINE SOILS TO PROVIDED WABIE CONDITIONS FOR GROWTH. E HYOROSEEOING AREAS SHALi 8[ MAINTAINED TO PROWDE A WGOROUS GRO/Y{I! UNTIi THE PRO.ECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 1#/ERE HYOROSEEOING IS /HE PERMANENT LANDSCAPING, UNTIL Tl/£ PRO.ECT IS COMPIETEO ANO ALI BO/IDS RELEASED. 2. ALL SLOPES SHALi HA V[ !RR/GA 1/0N INSTALLED ANO BE STABILIZED, PLANTED AND/OR HYOROSE[O[O Ill/HIN TEN (ro) DAYS Of THE TIME /11-/EN EACH SLOPE IS BROUGHT TO GRADE AS SHO/Hv OIi THE APPROV[O GRADING PLANS. J SHOULD GERM/NA 1/0N Of 1/YOROSffOEO SLOPES FAIL TO PROWDE EFRC/ENT COV[RAC[ OF GRADING SLOPES (90% COffRAGE) PRIOR TO OCTOBER /, THE SLOPES SHALi BE STABILIZED BY AN APPROPRIATE EROS/OIi CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC IIVRKS INSPECTOR. · 4. LANDSCAPING SHALi BE ACCOI.IPLISHEO OIi ALL SLOPES AND PADS AS REQUIRED BY TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PRO.ECT OR AS DIRECTED IJY THE CITY ENG/NffR Of PLANNING DIRECTOR. 5. THE 011/vER/APPLICANT SHALi ENSURE THAT ALI CONTRACTORS SHALi COORO/NA TE THE /IVRK Of THIS CO/IS/RUCTION SIIPPP S/1011/v OIi ANY GRADING PLANS, LANDSCAPE ANO /RR/GA TION PLANS, ANO II.IPROvEI.IENT PLANS AS REQUIRED FOR Tl/IS PRO.ECT IWRK. SW-------- LEGEND DESCRIPTION SYMBOL MAIER/AL DELIVERY &-sroRAGE M,(-1 I ... STOCKPILE MANAGEMENT ... IW-J I IW-4 I SPILL PREVEN /ION ANO CONTROL ... CONCRETE WASTE MANAGE/,/[NT IW-a I . . . .... SOUD WAST[ MANAGEMENT IW-s I .. SANITARY WAS/£ MANAGEI.IENT .. . . IW-9 I GRAV[L BAG BERi.i (SE-6) co::, ... INLET PROTECTION (SE-10) .. . . . . . . .. @ TEMPORARY CONST. FENCE --... . . DRAINAGE PA Tl/ ... . ... COI/SfRUCf/ON ENTRANCE (TC-I) - *BMPSSELECTEDFOR THEPROJECT DURING CONSTRUCTION ~~%~A BMP NAME (check if used) ✓ EROSION CONTROL BMPs [C-/ SCHEDULING [C-2 PRESERVA /ION Of EXISTING VEGETATION EC-4 HYOROSffOING EC-5 SOIL BINDERS [C-6 STRAW MULCH EC-7 GEOTEXTILES &-I.IATS EC-8 WOOD MULCHING [C-9 EARTH DIKES AND DRAINAGE SWALES [C-10 V[IOCIIY DISS/PA/ION [C-/1 SLOPE ORA/NS SEDIMENT CONTROL BMPs SE-I SILT FENCE Sf-J SEO/I.IENT /RAP Sf-4 CHffK DAM SE-5 f/BER ROLLS Sf-6 GRAV[L BAG BERM SE-1 STREET SllffPING AND VACUUMING SE-8 SANDBAG BARRIER SE-9 STRAW BALE BARRIER SE-/0 STORM DRAIN INLET PROTECTION WIND EROSION CONTROL BMPs It[-/ Ii/NO EROS/OIi CONTROL TRACKING CONTROL BMPs TR-/ S{ABIL/ZED CONSTRUCT/OIi INGRESS/EGRESS ., ~~%~A BMP NAME (check if used) ✓ NON-STORM WATER MANAGEMENT BMPs NS-8 NS-9 NS-10 vEHICLE ANO EQUIPMENT CiEANING V[fl/CL[ ANO EQUIPMENT FUELING V[/1/CLE ANO EQUIPMENT MAINTENANCE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs /ii,/-/ MATERIAL O[UV[RY ANO STORAGE /il,/-2 I.IA T[R/AL USE /il,/-J STOCKP/1£ I.IANAGEI.IENT /il,/-4 SPILi PREvENTION AND CONTROL /il,/-5 SOLID WAST[ MANAGEMENT /il,/-6 HAZARDOUS WASTE MANAGEMENT /il,/-7 CON (Al.I/NA (£0 SOIL MANAGEMENT /il,/-8 CONCRETE WAS IE MANAGEMENT /il,/-9 SANITARY/SEPTIC WASTE MANAGEMENT /il,/-/0 LIQUID WASTE MANAGEMENT /ii,/-/ MATERIAL DEL/ffRY AND STORAGE /il,/-2 MATERIAL USE NOTE-SEE CASQA CONSTRUCT/ON BMP 1,/ANUAL FOR MORE INFORMATION ABOUT CONSTRUCTION Bl.Ifs. 1, 1, I ' "AS BUil T" tlvt"~~ INSPicCTOR OWNER'S CERTIFICATION I UNDERSTAND ANO ACKNOIH.EOGE THAT I M/fiT.· (I) II.IPiEMENT BEST I.IANAC[l.l[NT PRAC//CES (Bl.Ifs) OUR/NG CONSTRUCf/ON ACIIWT/[S ro rl/[ /,/AX/MUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA 1/0N OF POLLUTANTS SUCH AS SEO//£NT ANO TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLU{ANiS; ANO (2) AOIIERE TO, ANO AT ALL T/1,/[S, COMPLY /HT/I Tl/IS CITY APPROV[O TIER 2 CWSTRUCTION SIIPPP THROUGHOUT THE DURA TIOII OF THE CONS/RUCTION ACT/WT/ES UNTIL THE r:DNSTRUCT/0// WORK IS COMPIETE ANO SIGNED OFF BY THE CITY OF CARLSBAD. OWNE~~:~S~C[:i1;1mNij 0/Hv[R(S,YO/H'i[R's AC[N{ NAI.IE (SIGNATU!lt.; .• / NAI.IE OF PREPARER: ANDREW J. MNN QUA/If/CA 1/0N OF PREPARER: PmFESS/0//AL [NG!NffR ADDRESS.· 4340 Wf/11?/DC[ A ff: SU.TE 8. SAN DIEGO, CA 92121 PHONE NO: (858) 634-8620 OATf 11.hrhv~ DATE VICINITY MAP NOT TO SCALE SHEET INDEX SHEET /: TITLE SHffT SHEET 2.· EROSION CONTROi PLANS ----SITE MAPLE AVE ASSESSOR'S PARCEL NUMBER: 204-/50-06-00 SITE ADDRESS: J450 6~Rf/ELO S /REE I CARLSBAD, CA 92008 AREA OF DISTURBANCE: AREA Of DISTURBANCE 7,155 S.F. (THIS AREA INCLUDES BUT IS NOT LIi.i/TEO TO OFF-SITE WORK /NCLUO/NG PUBLIC IMPRO'EI.IENTS ANO TEMPORARY DISTURBANCE SUCH AS vEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/OIi /YORKER FOOT TRAFF/C, SOIL/GRAvEL PILES, UTILITY TRENCHES, BACKFILi CUTS ANO SLOPE KEYll:IYS) CONSTRUCTION THREAT: COIISTRUC/10// IHREAT TO STORM /YATER QUALITY (Cll[CK BOX}: □ HIGH S I.IED!UM OWNER/APPUCANT NAM£' TMT DEvELOPMENT, LIC ADDRESS.· J622 GARFIELD SIREET TELEPHONE NO.: 949.6815535 EMERGENCY CONTACT NAfl' 1.1/TCH ROYE ADDRESS.· 3622 GARFIELD S/Rffr T[L[PHOIIE NO: 949. 6815535 ~~(/M~GA, SHEET 6 ENGINEERING CDt/SULTANTS 4340 VJb'WJ/JDG'E A VE. SV11b' 1J S11N D!EGO, CA 92/23 P/-/.(858) 634-8620 FAX:1858) 634-8627 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 STORMWATER POLLUTION PREVENTION PLAN SWP?P TIER 2: 3450 GARFIELD STREET SWPPP TITLE SHEET PUD 15-19/ SDP 15-21/ CDP 15-41/ MS 15-14 APPROVED /Z.. ,;{~ JASON ,.14~;:, CITY ENGINEc,<i R.C.E 63912 FXPIRFS 9/30/2011,I TE ~~ 50940 9-J0-/1 /Z.-Z?-1& OWN BY: OMEGA I PROJECT NO. I )RAWING NO. CHKD BY:~-MS 15-14 492-6A R.Ct.jCERf NO. UC. EXP. DA TE DA Tl RVWD BY: 7l, AS-U)L 1 I -·, ---r --------------- , ' . □ ll ~ 2 (j) 2 C s: to m ll □ ll § 2 (j) 2 C s: CD m ll 0206]/ / l □ ll § 2 (j) 2 C s: to m ' ll I u. "" e,... ~ ? ~ ti) I ~ , I I ~ L / ~ ~ ~ ~ ~ ti) rAPLE A VENUE 0 60' · JO' Ii! ~-16'~5• ii /8' I I y ti) r lfllP(RARY. CONST FENCING JO' 1-@-~--~-----------------------=-1:::111~.-,.:;:-.. u , -1 -~1 1 :ii _ I 1 I ,. BAG I I , (SC-6} ~ I --11 I : I I AREA DRAIN PROTFCllON USE CRAITT BAGS CONSTRUCllON ENTRANCE (TC-!} W -9 IN-! W -5 W -4 W-J =<,..; 1~~~~---=------"r~=,..=--;--=--==-:--'='--=-----=i=; I I J I .--,--•-•-n••\.•-•••nJ[JQ[t-wrir:n:Lw ■-------------•r = ~---------------------------~-~~~~ t :~1i . I I I -:-c I I'"' I ~ I I 18' 6'-6' I I I I 10 20 JO ~~ ~27-~ DATE MY REGISTRATION EXPIRES 9-J0-11 ~ ~ SHAKER PU. TES ff.Nf. IIATCII [X/ST/NC GRADE J'-6' OOJS/IED Ar»ifGA TE ,,--lllli'AFI Fil TER FABRIC (NCW-//0'81} 12' 11/N -IJNl£SS 0 THERIII.\F SPfCIF![J) 8 Y A sat.S ENG/Nilll STABILIZED CONSTRUCTION ENTRANCE (TC-1) NOT TO SCAL£ M[EGA ENSINEERING CONSULTANTS 4340 V!EWRIDCE A VE SUITE B SA N DIEGO, CA 92 123 PH,(858) 634-8620 FAX,(858) 634-8627 DA TE INITI AL ENGINEER OF WORK MAT. c1c WASTE MAN. CONTROL BKPs JW-1 /,IA TERIAL OEL/',fRY &-STORAGE JW-J STOCKP/L[ /,IANAGE/,IENT JW-,1 SPILL PRE',fNT/0/I ANO CONTROL JW-8 CONCRETE WASTE l,IANAGE/,IENT JW-5 SOLID WASTE MANAGEMENT JW-9 SANITARY WASTE l,IANAGE/,IENT CCX::, Cl/A ',fl BAC BERi,/ (SC-6) @ AREA DRAIN PROTECT/0/I --TE/,IPORAR Y COIISTRUCT/0/I FENCE DRAINAGE PA TH CONSTRUCT/0/I ENTRANCE (TC-I) GENERAL EROSION CONTROL REQS. I. PICK UP TRASH. 2 CO',fR /RASH BINS. J. STOR[ MA TERA/L S OIi PALLETS OR IN .\FA CO/ITAIN[RS. 4. PR0"10[ CONCRETE WASHOUT OUR/NC CONCRETE IKl'i'I('. 5. CO',fR All SPOILS (CO/IC, DIRT, AC, [TC.). 6. R[/,10',f ALI COIIC/sTIJCCO 0[8RIS. IKPLEMENTATION SCHEDULE II(}. OF:SCRIPIION I BEFORE 0[/,IOL/l/ON 2 BEFORE Cl/AO/NC J lffl[N STOii/,/ DRAINS ARE ADO[D STREET SWEEPING NOTE COi/TRACTOR SHALL IMPL[l,l[NT S/RffT Sl/ffPING /fflEN SEDIMENT IS /RACKED fR(}l,I TH[ PRo.ECT SITE 0/ITO PA ',fO ROADS AT TH[ POINTS or INCR[SS/[CRESS POINTS or INCRESS/[CR[SS SI/ALL BE INSPECTED OAIIY ANO SMPT ACC0//0/NG/. r FOR MOR[ OETA/1 SF[ BMP FACT S/lffT SC-7 L OCA TEO IN APPENDIX H or TH[ Sllf'PP 6571655 !M'S CONSTRUCT/OIi FENCING, Cl/AWL BAJS SOLID WASTE MANAGE/,l[NT, CONS/R/Cl/0/I EN/RANCE All SP[C!F![D WASTE /,IANAG[M[NTBMPS INLET PROTECT/OIi EXIST/NC ~flf/ST ROW !FCIIA'>fl. BAGS HALF [}[PTH EXPOSED PUSTIC (1.0' -) IF SEA/I IS USED ai'A'>fl. BAG W/sTAK[ R[OIJlfl[D I 20' QC. (O',fl/V,P PUS/IC J.0' IIIN} GRAVEL BAG DETAIIS GRAVEL BAG BERM SC-6 NO SCAL£ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVIIL CITY APPROVAL /:,,PUSTIC COITT/ CIIA '>fl BAGS I 20' QC. MATERIAL STORAGE DETIAL NOT TO SCAL£ l!EVl[WE~ t14· INSPECTOR DATE SHEET 7 CITY OF CARI.SB.ID I SHEETS I ENGINEERING DEPARTMENT 13 STORMWATER POLLUTION PREVENTION PLAN :,wppp TIER 2: 3450 GARFIELD STREET EROSION CONTROL PLAN PUD 15-19/ SDP 15-21/ CDP 15-41 / MS 15-14 APPROVEO: JAS0N S. GELDERT CITY ENGINE R.C.E 63912 EX PIRES 9/30/201 DWN BY: OMEGA PROJECT NO. I DRAWING NO. CHKD BY: _,,:,. MS 15-14 492-6A RVWD BY: 'TL L__'..".."'c_-'=-'-:..====J ~------~~----' I ~ ~ I ~~ 1~c aq I ~{/] a • -~ ,z .~~ i i~ i rn· 1~i ii'; I § ,,. I I I I 020617 Cl ll J:, § 2 Cl 2 C ~ ttl m ll Cl I z Cl z C ~ m ll / : I I 3: co vi V) ' V i I U) U) c::::, ~ ~~ &l ::, u I ~ ~ V, r. ... ~ ; ~ 3: V) I V, \ \ L :x. A I ~ ~ ~ U) ~ \ ~ 2s H0 -1:i U) s::, I i DCCI ♦l♦TION Of BESPWmW E CHtN?E ' ' w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w r I f, 0 -"' i .... I:: "'" a: ';- ~ "' 9 "' < ,.__) ?1 1 ~ 9 N - f I HEREIY DECI.AII£ THAT I AM THE ENGINEER or WORK rOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBL£ CHARGE OVER THE DESIGN or TEMPORARY SHORING AS DEFlNED IN SECTION 11703 or THE BUSINESS AND l'ltOfESSIONS COOE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANOARDS. I UNDERSTAND THAT THE CHECK or PROJECT DRAWINGS AND SPECIFlCATIONS BY THE CITY or CARLSl♦O DOES NOT RELIEVE ME, AS ENGINEER or WORK, MY RESPONSIBILITIES rOR PROJECT DESIGN. IUlcNE.ii AND YOUNG 149 P.t.SIIIDENA AVE., SUITE I SOUTH PASAOENA, CA 91030 PH: (11211) 351-33e7 ' BY: DON X, XOUNQ DATE: 9/28/20J § R.C.E. NO.: 35713 EXPIRES: 9/30/2017 10'-0" FY S.B 2'-2" 7 3 3 1 1 5' -0" VERT. CUT "/ s·-o· MAX. VERT-CUT :_,~ -- 17' -2·:1: 4 22 ... • 0 I 0 - ----===i 2 1 1 L ... • "' I 21 12 EQUAL SPACES O 8' -o·o c. • 96' -o· (E) 1-STORY SINGLE RESIDENTIAL BUILDING (3440 GARFIELD) 6'-6~ 0 I "' 6 5 10 STAIR 1 .I I I I EL . 1 ON ,t -\ • co 20 I . - (E) 1-STORY SINGLE RESIDENTIAL BUILDING (3460 GARFIELD) 19 PROPERTY LINE 1 11 18 11 0 B - • "' I 00 9 EQUAL SPACES O 8' -o"o.c. • 72' -o· SHORING PLAN 3/16" -1·-0· 9 17 2A'-0" • co ' I 10 . - • FIN. FLR . ELEV. 49.40 OCC. GROUP U -2,414 S.F PARKING GARAGE 3 11 16 L "AS BUILT" _j(___.{l:;;;,--===~-4/ 1 /1,0 1-o EXFii6 3 r;,/ 117 -Z.. t' riATE !'""-",[W,,I, RCE ½J r 3 REVIEw'ED BY• BURNETT+ YOUNG 149 Pasadena Avenue , Suite B South Pasadena , CA 91030 Phone : (626) 351-3367 BY#16314 dJt·~ DATE SHORI NG ENGINEER S INSPECTOR DATE 7 1 1 3 11 15 NllAI. (F111011( • 0 0 UP +--,t-+-t-t-+➔ s·-o· MAX. VERT-CUT SOLDIER BEAM SPACING REVISl □N DESCRIPTl □N SOLDIER BEAM SPACING STAIR 2 5' -o• i.tAX. • 0 I "' ::, I ;.., VERT-CUT EL 2 5' -0" VERT. CUT DATE NllAL DlHER N'f'ROYAI. 10'-0" RYS 8 . --------------- • • • DATE H1IM. QTY N'f'flf:/'IAI. TAIR S I I "' U) >- U) ,Fi en "' U) ~· 9 en • '; I I FX OFFS/TE SHED [X AC f SHEET 8 CITY OF CARLSB AD ~ ENGINEERING DEPARTMENT ~ SBORDfG PI.AMS POR: 3450 GARFIELD STREET a•p PUD • ~ :S.~I ! W-IIJ.9/2.DH CITY ENGIN .C.E 63912 EXPIRES 9/30/201,fl' liA'ii: DWN BY: --,,,:--11 PRO.ECT NO. I DRAWING NO. ~~ :~~ ft .. MS 15-1 4 _ 4 9 2-6A UJL C ll J> ~ -z C) z r: ~ ~ ll I I I I I !l l!i C i 1 iii fl ~ I ;aJ -~ . z i ~ i, C) .~~ z i i ~ r: ~ i 31 · ,~i "' ; ll : I ~ 1~1 1~ 00 •~-0 ., .... I ~ iii .~~ .... i i~ -i rn · ._.. I ~i I i -------------=~- .. --,~~·~· . C:...a-,•·...-,;.,...,,...._;.,:,23,c:,,,,._.,,;__,:-'.,;C.'; ,;;'9' _., ., --· -····--·· -•~ ,;.,, -'-'--'----" ~--~~_,_,..-.....,:_._,,:_,".=-a-._c __ ,.;.q .. .-· .' ~-~- s C H E D u L E SOLDIER BEAM RETAINED EMU:]JM:CN r roTAL SHAFT MAX. HEIGHT DEPTH LEMGIH DIAMETE;R CALCULATED NUMBER & SIZE SECT. 'H' ·u· 'L' 'd' DEFLECTION COMMENTS (FEET) (FE!:.!') (FE_ET) (INCCIES) (INCHES) #1 ffi 7 12 20 24 0.30 TRAFFIC SURCHARGE W14x30 #2 THRU #3 ® W21x73 13 25 39 30 0.49 TRAFFIC SURCHARGE #4 AND #5 6B W21 x57 12 25 38 30 0.50 BLDG. SURCHARGE #6 THRU #8 C) 11 22 35 30 0.41 BLDG. SURCHARGE W21 x50 #9 THRU #12 ® W18x40 9 15 25 30 0.33 TRAFFIC SURCHARGE #13 ffi W18x35 8 13 22 30 0.27 TRAFFIC SURCHARGE #14 THRU #17 ® 10 17 28 30 0.42 TRAFFIC SURCHARGE W18x46 #18 THRU #21 ffi 1 1 20 32 TRAFFIC SURCHARGE 30 0.43 NO BLDG. SURCHARGE W21x50 #22 & #23 ffi 8 13 22 TRAFFIC SURCHARGE 30 0.27 NO BLDG. SURCHARGE W18x35 .. . ' NOTE: L -H + D + 12" ± ROUNDED TO THE NEAREST FOOT INSTALLATION PROCEDURE 1, For conventional drilled procedure: Drill shafts. Shafts .shall not be drilled adjacently; a minimum 2-phase sequence is required unless otherwise approved by the Soils Representative. Shafts are not allowed to be left open over-night. 2. Place soldier beams. See TYPICAL PLAN SECTION for location tolerances. 3. Fill shaft with 2500 psi concrete (additional 1000 psi if water is encountered and concrete is required to be tremied by use of a rigid pipe) up to bottom of proposed footing elevation as shown on ELEVATIONS. Fill balance of shaft with slurry. 4. Take alt initial monitoring readings. See SOLDIER BEAM SURVEY MONITORING for requirements. 5. Start excavation only after concrete has cured a minimum of 7 days. Excavation of 3 feet maximum is permissible after slurry has cured a minimum of 24 hours. 6. Continuous lagging between soldier beams is required. 7. Timber lagging shall be treated. See the Material Specification, TIMBER for requirements. 8. Careful installation of the tagging will be necessary to achieve full bearing against the retained earth. Fill voids behind lagging with slurry to insure bearing of soil along the full length of tagging. Lifts are not to exceed 5 feet or as directed by the Soils Representative. 9. Continue with the excavation and lagging placement (from the top down) until sub-grade (top of footing) is reached. MATERIAL SPECIFICATION SHAFTS: 1. Shafts are to be machine drilled. Shafts are to be accurately located so that the soldier beams are in the proper relation to the proposed Basement walls . 2. Provide protection against sloughing or caving as required. 3. Shafts shall not be drilled adjacently; a minimu.m 2-phase sequence is required unless otherwise approved by the Geotechnical Engineer. TIMBER: 1. Wood tagging shall be rough sawn Douglas-Fir No. 2. See TYPICAL PLAN SECTION DETAILS. 2. Wood tagging shall be ACQ pressure treated witt1 a minimum retention of preservative of 0.4 pcf and approved for use in ground contact by the City of Carlsbad. STRUCTURAL STEEL: 1. Structural steel shall conform to ASTM A-572, Grade 50 or ASTM A-992. 2. Miscellaneous steel shall conform to ASTM A-36, ASTM A-572, Grade 50 or ASTM A-992. 3. Fabricator for structural steel work shall be City of Carlsbad Building Department licensed. WELDING: 1. Welds shall be electric arc using E70XX electrodes or equivalent continuous wire feed. : i 1----,----------------------------------------------I 2. Structural steel welding shall conform to ANSI/AWS D1 .1 :2006. 3. Welders shall be City of Carlsbad certified. .· DESIGN CRITERIA 1. Building Code: 2. Concrete: 3. Steel: 4. Soils: &" C, 2013 California Building code ACl318-11 AISC "Steel Construction Manual," 14th Edition Preliminary Geotechnical Investigation, Proposed 3 Unit condomini.um 3450 Garfield St Carlsbad California by Coast Geotechnicat dated August 6, 2015(W.O. P-641515) f<,, ~'v 9.-"-<,.-!;,, 9.-G <J ~-.:;j <I; v:-"' .$ r,,"> ){"09:-v . -,o'f-. C, ' ' ~~~W,C-I~r:r--~;:1,n_;TOTAL VERTICAL LOAD = 1.56 K/FT ' .. '/,<-(//, ;,:v ,:-~1/•, / 1 :"s ~ ,-: ,-... I ~ '-' '-' >--···==\ GJ z I 1-----a:: II 0 I I Vl -- ACTIVE PRESS , AT-REST PRESS l 38H , (PSF) ' 57H , (PSF) ' E--=: , 100 , ' (PSF)' • 0 I 0 - ' ' ' R=RESULTANT LATERAL FORCE=0.3 KIPS/FT d=5.4 FEET CITY OF LOS ANGELES BULLETIN P /CB 2011 -083 (RETAINING WALL DESIGN) CANTILEVERED SHORING f ACTIVE PRESSURE DISTRIBUTION = TRIANGULAR TRAFFIC SURCHARGE = 100 PSF (UPPER 1 OFT) BUILDING SURCHAGE = CITY OF L.A. METHOD MAX. LAGGING PRESSURE = 400 PSF PASSIVE BEARING PRESSURE = 200 PSF (OVER 2-DIAM.) MAXIMUM PASSIVE PRESSURE = 3000 PSF 4. Provide special inspection by a City of Carlsbad approved Deputy Inspector for field welds. SLURRY for SOLDIER PILES: 1. Cement shall be ASTM C-150 Type llN. 2. Aggregates shall be natural sand conforming to ASTM C-33. 3. Slurry shall contain 1.5-sacks (141 lbs.) of cement per cubic yard of sand. CONCRETE for SOLDIER PILES: 1. Minimum strength of concrete shall be 2500 at 28 days. When water over 3-inches in depth is present in drilled pile shafts, a concrete mix with strength of 1,000 psi over the design strength shall be tremied from the bottom up. 2. Provide special inspection by a City of Carlsbad certified Deputy Inspector for concrete greater than 2500 psi. 3. Aggregates shall be natural sand and rock conforming to ASTM C-33. 4. Cement shall be ASTM C-150 Type IIN. 5. The concrete mix design shalt be reviewed and approved by the Shoring Engineer prior to use. 6. The concrete mix design shall be prepared, stamped and signed by a Civil Engineer registered in the State of California. 149 Pasadena Avenue, Suite B South Pasadena, CA 91030 Phone: (626) 351-3367 BURNETT+YOUNG BY#16314 SHORING ENO!NEEflS INSPECTOR 11 AS BUILT" 4/~/~ DATE D" 1E INlll"'- ENGINEER Of WORK GENERAL NOTES 1. Construction shall conform to the 2013 California Building code and applicable to City of Carlsbad regulations requirement. 2. \/1,brk shall be performed in accordance with the 2013 edition of the State of California Construction Safety Orders (CAL-OSHA). 3. The design of the terrporary shoring system is based upon recomrrendations contained in the Prelininary Geotechnical Investigation, Proposed Three (3) Unit Condominium, 3450 Garfield Street, Carlsbad, California by Coast Geotechnical dated August 6, 2015, W.O P-641515. 4. A copy of the soils report and applicable supplements shall be available at the job site. 5. The site contains areas of fill and sand as shown on the exploratory borings and the potential problems caused by caving and raveling during drilling, excavaiion, and installation .of lagging. 6. The locations of existing and new underground utilities are shown in an approximate way only, and all utilities may not be shown. 7. The General Contractor shall locate (invert and location) and identify all existing utilities and contact Underground Service Alert at 811 at least two v',Orking days before comnencing any excavation. 8. Heavy vehicular traffic surcharges, such as cranes, concrete trucks, material trucks or material storage loadings, shall be prohibited within 10 feet of the soil side of the shoring bulkhead except for temporary construction ramps at the front side of the shoring bulkhead or as designated on plans. 9. Dust sh.all be controlled at all times during shoring installation, excavation and grading. 10. Provide means to prevent surface water from entering excavation over top of shoring. 11. Coordinate these drawings with the Architectural, Structural and Grading drawings for soldier bean layout. Existing grades and bottom of the structure's foundation are estimates only and may not reflect the exact field condition. 12. lnstallation of shoring and excavation shall be performed under the continuous observation and approval of the Geotechnical Engineer/Representative. 13. No 1renches or excavations 5 feet or greater in depth into which a person is required to descend shal be constructed before obtaining the necessary permits from the State of California Division of lr,dustrial Safety and prior to the issuance of a building or grading permit. 14. The shoring system has been designed in accordance with applicable codes, the approved soils report and a drained soils condition. 15.Afte· the Basement construction is corrplete, a portion of the tops of soldier beams and lagging (minimum two feet) shall be rerroved as required for landscaping/hardscaping purposes. Consult with the General Contractor and/or Landscape Architect for exact requirements. 16. Only a city certified hauler shall be used for hauling construction waste. SOLDIER BEAM SURVEY MONITORING (By Owner} 1. Soldier Beam survey monitoring shall be conducted on a periodic basis until the permanent structure is capable of supporting the imposed lateral loads. 2. Control points, initial soldier beam offsets and weekly monitoring shall be performed by a Cati1ornia State licensed surveyor. 3. A photographic/video survey of the adjacent structures should be performed to establish the pre-excavation base-line conditions. Prior to any excavation, survey monitoring control points and initial soldier beam offsets shalt be established to monitor the horizontal and vertical mov2ment of the soldier beams. 4. Initial and periodic readings shalt be submitted to Building & Safety, Contractor, Shoring Engineer and Geotechnical Engineer 5. Monitoring readings shall be submitted within 3 working days after they are conducted. Additional readings shalt .be obtained when requested. 6. Control points shall be established outside the area of influence of the shoring system to ensure the accuracy of the monitoring readings. 7. If any horizontal .or vertical movement of the soldier beams reaches one-half inch, the Soils Engineer, and Shoring Engineer shall evaluate such movements and recommend corrective measures, if necessary, before excavation continues. 8. If the magnitude of any horizontal or vertical movement of soldier beams reaches one inch supplemental shoring shall be devised to eliminate alt further movement and City of Carlsbad shall approve the supplemental shoring before excavation continues .. OBSERVATION BY SHORING ENGINEER 1. A pre-construction meeting between the Shoring Engineer, Geotechnical Engineer, Shoring Sub-Contractor, General Contractor and City Inspectors shall take place prior to start of shoring for the purpose of procedural review, soldier beam layout and utility identification/location. 2. The Shoring Engineer shall make periodic observations to the job site for the purpose of observing the installation of the shoring system. 3. Observation shall include but not be limited to the following: a. Observe the installation of soldier beams and lagging; b. Review of weekly monitoring readings. 4. The Contractor shall notify the Shoring Engineer at least 48 hours prior to the occurrence of Item a. above. SHEET 9 I CITY OF CARLSBAD ~ . ENGINEERING DEPARTMENT ~ SHORING PLANS FOR: 3450 GARFIELD STREET CUP PUD APPROVED: /2' JAS11"! S. GELDERT ~ //-L I I Zo CITY ENGINEER/ R.C.E 63912 EXPIRES 9/30/20H ATE REVISION DESCRIPTION D" 1E !Nill"'-D" 1E INlll"'- OTHER N'PROV"'-CITY N'PROV"'- OWN BY: -=--1 PROJECI NO. I DRAWl,NG N' o. CHKD BY: .re. MS 1'-14 • RVWDBY: "TL ,_;--492-01, 'Z5-~ ' UJL T I I □ ll ~ z G) z C s: Ill m ll j\ I' \ 3x LAGGING l (TYP,) I SOLDIER BEAM 3x LAGGING (TYP.) '° I F-"'-=·=·--~=<>=-=·=.:=-~--~=,~"' OFFSET LAGGING DETAIL "-L3x3x¼X5' LONG W/J\"e PLUG WELDS 0 24" TO WEB (6" FROM EA. END) N.T.S. 5 10 SOLDIER BEAM-\ P"'--,,::, L B 1. -. 'd·· ··.·· .. . ', ... , .. · . . ' -----;::-;:::---•', ', ' ' •, ,•• ,, ' !~· ' ' ' ' . ,: ' ' _J B A -A PLAN GUARDRAIL DETAIL ¼ "0 MIN. CABLE AROUND PERIMETER OF SITE (TYP) 2 CABLES MIN. -~ 3-6 LAGGING SOLDIER BEAM 0 51 w i:2 '-'k---H--. ... "RAT HOLE" AS REQ'D "' SOLDIER BEAM SPLICE • L3x3x ¼ GUARD RAIL POST O EACH SOLDIER BEAM ' z N 2 z :ii B -B SECTION SOLDIER BEAM HAS BUIL TH 149 Pasadena Avenue, Suite B South Pasadena, CA 91030 Phone: (626) 351-3367 BURNETT+ YOUNG BY#16314 SHORING ENGINEE_RS REVIE~ $' INSPECTOR 3 N.T.S. 10 DA TE INlllAL ENGINEER OF WORK PROPERTY LINE ~ 0.. w w (/) SOLDIER PILE SPACING (SEE SHORING PLAN) MAX ALLOW TOLERANCE OF LOCATION = ± 1 ¼° SOLDIER PILE BACK-FILL WITH GRANULAR MATERIAL TO ACHIEVE FULL BEARING (WHERE OCCURS) WATERPROOFING (SEE ARCH DWGS) -TREATED TIMBER LAGGING WITH 1 2" MIN BEARING EACH END (TYP) LAGGING SCHEDULE SPAN LAGGING SIZE < 8.33' 3x12 < 10' 4x12 SOLDIER PILE -SHAFT (TYP) SOLDIER PILE PROPOSED WALL (SEE STRUCT. DWGS) N.T.S. LAGGING PLAN SECTION 1 10 ' ' " ... L3xlx¼ W/J\"e FLUG WELDS 0 24" TO EA. SOE OF WEB -- SHAFT \--SOLDIER BEAM lSHAFT TO BE TANGENT TO PROPERTY LINE EXCAVATED SIDE 1 WALL REINFORCING / (SEE STRUCT.) BURN HOLES THROUGH WEB OF SOLDIER PILES FOR WALL REBAR INSTALLATION (TYP) 4x 12 LAGGING (TYP.) / ____ _____..--; ______ _ PROPERTY LINE __/ MB DYY 16314 N.T.S. LAGGING PLAN SECTION -PARTIALLY EMBEDDED 2 10 DA TE INlllAI. DA TE INlllAI. REVISION DESCRIPTION 01HER lv'PROVAI. SHEET 10 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHORING PLANS FOR: 3450 GAHFIELD STREET APPROVED: f=:,-:-:::-:-===-7':!'~~~--:¥.===-=--==:-==' I ,:r ATE DWN BY: CHKD BY: RVWD BY: SC-1C PROJECT NO. NIS 15-14 DRAWING NO. 492-6A S-[;UJL T r i ' ' □ i 2 Ci) 2 C: s: CD m lJ □ lJ § 2 Ci) 2 C: s: CD m lJ I i, 020617 I, PROPERTY LINE ---,_ I "'i .. / 3' ,-)f---.f.-...:::_---1----,+" : ,11, -~ 60.0' ,. . I ~ ,11,, ~ ~ ~ ~ (E} 1-STORY ½'. V/ SINGI.£ RESIOENTIAL ¾ 1//, BUILDING ~ (3"° GAllflELDl , "w&~&W ~wi . 50.0' --------t------il+-t~=l==--====I- \ -41.0" 40.0' ______________ -:::..-:','=:.-.'.:_ __ _jl-----L ___ .L l 30.0' -----------------+----1-------l- 1 22.0· \ TIP EL. = 25.0' 7 8 2 3 5 -/ 3 ' - \ TIP EL. • 32.0' \ 34.0" _L..L 13 . ,, - . ' • :,: • !;= f Cl "' :::, "' --' z (/) 5 ~ "' . " 0 ,_ u z "' -:2 Vl Cl 0.. "' 0 (D 0 :2 "' "' N ~ . / 3' 10 , - PILES #4-#6~ 10 10 I TIP ELEV. ; I J ELEVATION SECTION /3 1 1 - 60.0' - 1:1 SLOPE - ·' ~ . , ~/ 50.0' - '. . ,_ 40.0' • a: 0 ~ ,_ I :::, ;,, ,U ~ - 30.0' - 14 15 J 1/8" = 1·-0· OPERTY LINE I . / 2', ,. I ,11, I ~ --~ I (E} 1-STORY SINGLE RESIDENTIAL BUILDING J ~ (3-460 GARFIELD} ~ ,, ----0 ~ , , w~ - lL-1//2~.dv.~&~~ ~~ . ---------- . . 22 \ TIP EL. = 30.0' 16 17 \ TIP EL. -27.0' 18 19 J ELEVATION ,iaHSS/q i. Yo v1' C' 1/8" = 1·-0· . 35713 ~ 0-17 BURNETT+ YOUNG SHORING ENGINEERS 20 21 149 Pasadena Avenue , Su i1e 13 South Pasadena , CA 91030 Phone : (626) 35 1-3367 BY#16314 I ,, ,.: f a: • "',_ 0 I >:::, <ll X < :2 f 38.0' 23 - HAS BUIL TH ;P __ ::::::. 4-i I IV, 'W RCE 3011 3 EXP, q /?0 /w -z. I ~TE j r- REVIE~ ~Lt1.[ZA DAlE INITIAL d'LA. -s INSPECTOR I DATE ENGINEER c,; WORK r PRO:RTY LINE I ~ (E} 1 -STORY I SINGl.E RESIOENTIAL BUI LDING -(£) ~ (3"° GARFlELD} l -"1\ G~DE ,7.L.,·L 117 7 SJLDIER BEAM 1. SHAf" cf-.~ • ,J: ,_ ~ :,: ii' 0 a: "' :::, z ~ ~ -- "' ~ • u p z 0 3 10 TIP ELEV. PROPERTY LINE 1 o· -o· ~ (E} ~ GRADE :/ SOLDIER BEAM HAFT IA. d (E) 1-STORY SINGLE RESIDENTIN. BUILDING (3460 GARFIELD} .L/L 60.0' 50.0' 40.0 ' 30.0' CD SECTION ED 1/8" = 1·-0· r PROPERTY LINE -/ 3 I I 10 I I 1 (E) GRADE -1 -\ 60.0' ' ',__ • PILES :,: • #7-#13~ !;= f 7 0 a: :::, 10 10 "' --' ?; Vl ~ ,_ -50.0' "' a: ' ~ • c,i 0 0 -40.0' ,_ z u "' ii\ :2 0.. 0 "' 0 V SOLDIER BEAM (D 0 :2 "' "' N ~ -t I 11 1..1..LV. 30.0' ' '. "HAFT , 1A. 'd' SECTION 1/8" = 1·-0· I SHEET I CITY w OF CARLS BA D 11 ENGINEERING DEPARTMENT .3 SHORIMG PLAJIS roR: 345 0 GARFIE LD STREET CUP PUD APPRO~ J ;, •. GE ·K/ ~ /J " I 11 ZDI OTY ENGINE.-.,. R.C.E 63912 EXPIRES 9/367201St ATE I DYIN BY: 11 PROJECT NO. I DAlE INtTIAL DAlE INITIAL DRAWING NO. REVISION DESCRIPTION 011£R f>i'PROVAL CITY APPROIIAL CHKD BY: S,c.._ 49 2-6A RVWD BY: 'rt.. MS 15-14 AS-BUILT CJ D l> § . z [jJ z C ~ CD m ]J CJ D l> :E . z [jJ z C ~ CD m D 020617 I I I I I ~ ~ B CJ " !~ D l> :E ~ i;1 < z " . • p [jJ ~z .~:!! z S I C ~o ~ _;H ~ , CD I ~i m z D I ~ I I I I I I I ~~~ i'l I 1! IQ __.. ,"' ' . -~ . j I . \v'J\LL Dl~IENSION SCIIEDULE CA&E NO. FOOTING IIJIDTH I 2 3 .. 8'-8' MIN. ,'-0' MIN. ,-.. -·-- 3'-'0' MIN. EXT. FLATWORK FER ARCH'L. '5 BARS • 8' o.c. ... RETAINED HEIGHT KEY DEPTH ~•-0• MAX. 4'-0' MIN. . T-0' MAX. 3'-4' MIN. ,'-0" MAX. l'-4' MIN. . 4 " .. 4 < - 3' CLR TYF. 11£, BAR5 'fil 6' o,e. /HORIZ. < VERT.! -- EQ. C 4 • V. D :_ 3' =. 4 <l . j 4 l'-4' EQ. 10' MIN. 3" ,~ • I· .. :, ·,~......._____ SHORING SURFACE (BY OTHER) w 5 D w :r zd ll'. t I-C[ \:) w :r D ~ ~ il' x <( r: MIN. FOOTING UJIDTI--I FER SCI--IEDULE 1---------------~--------------- CONCRETE RETAINING WALL DE'I'AII, 21/2' X 3,i,' 5TL. TOP RAIL ____ __.-/ • w/ 5T. 5TL. BOLTED \ COONECTION TO POST • • ____________. .. ¼' 5T .. STL. CABLE '61 ----- 31/2' O.C. BY FEENEY ARCHITECTURAL - QLi 1CK-CONNECT FITTING$ FABRICATE POSTS 4 !-!OT DIF FABRICATE TOF RAIL < HOT DIF • • • , . <I·.,, .. TYPICAL GUARDRAIL DETAIL / 3 36 DIA. ~IN. LAF /TYF.! 1 3' CLR. NOTE&, L 'D' EQUALS DEFT!-t OF FOOTINGS FER FLANS < DETAILS. 2. REINFORCING TO MATCl-i SIZE 4 &FACING Cf FOOTING REINF. 3. SLOPE OF &TEF& TO BE l VERT. TO 2 i---JORIZ. (MAX. SLOPE) U.O.N. 1. 4'-0' MIN. <I) TYPICAL STEPPED f'OOTING / ' 2 REINFORCED CONCRETE FOUNDJ\.TIC)NS I. THE MINIMUM 28-PAY CYLINDER 5TRENC.rn SHALL BE FER 2013 CBC TABLE 1304.2, AS FOLLOWS, (UNO! CONCRETE FLEMENT SLAB ON GRAPE CONTINUOUS FOOTINGS SFREAP F AP FOOTINGS FILES < CAISSONS GRAPE BEAMS f'c 2500 FSI 2500 FSI 2500 FSI 3000 FSI 3000 F51 ALL CONCRETE REQUIRED TO BE GREATER lrlAN 2500 PSI SHALL HAVE SFECIAL IN5f'ECTION PER )013 CBC CHAPTER 11. 2. FORTLANP CEMENT SHALL CCNFORM TO ASTM C 150-34, TYFE I OR II. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33-54 ANP SHALL BE AS PEFINEP IN ACI 318 SECTION 33. 'A' AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C 330-85. STRUCTURAL LIGHT WEIGHT CONCRETE SHALL HAYE A PENSITY RANGE OF 110 TO 113 FCF. 4, APMIXTURE5 FER ACI 318 SECTION 3.b HAY BE USEP WITH FRIOR APFROVAL OF THE STRUCTURAL ENGINEER 5. READY-MIX CCNCRETE SHALL BE MIXEP A~D DELIVERED IN ACCORDANCE WITH A5TM C 34-34 AND FER SECT. 13 • MIXING < FLACING OF CONCRETE. 6. MINIMUM CONCRETE COVER (IN INCHES! FOR REINFORCING STEEL IN NONFRESTRESSEP CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS, LOCATION A CAST AGAINST AND FERMANENTL Y EXPOSEP TO EARTH El. FORMEP SURFACES EXFOSED TO EARTH OR WEATHER, MIN. COVER /IN.! 3 '0 THROUGH ~B BARS 2 >; BARS, ',/8 INCH WIRE, AND SMALLER 1v, C. NOT EXFOSED TO WEATHER OR IN CONTACT WITH THE GROUND, 14 ANP ~8 BARS Iv, ~I AND SMALLER '/4 (SLAEIS, WALLS, JOIST5h PRIMARY REINFORCEMENT, STIRRUPS, TIES OR SPIRALS 1v, (BEAMS, GIRDERS, COLUMNS! 1. 5LEE'IES, PIFE5 ANP CONDUITS SHALL NOT BE FLACED THROUGH CONTINUC\JS OR SFREAD FOOTINGS, GRADE BEAMS, FILE CAFS OR TIE BEAMS UNLESS 5HOILN IN AFFROYED BY STRUCTURAL ENGINEER AND 5HOILN IN STRUCTURAL PETAILS. B. ALL SLEEVES THROUGH BEAMS, GIRDERS AND FOUNDATION WALi.5 SHALL BE INSTALLED AND SECURED IN FOSITION FRIOR TO FLACING CONCRETE. EXCEFT AS SHOILN ON STRUCTURAL DRAWINC.S, SLEEVINC, SHALL NOT ElE FERMITTEP UNLESS APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER 5. CONPUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THA~ J-1/2' THICK IF CONDUIT 15 FLACED IN CONCRETE SLAB, IT& OUTSIDE DIAMETER SHALL NOT BE GREATER THAN ONE THIRD OF THE SLAB THICKNESS. 10, ALL EXFOSEP CORNERS SHALL BE CHAMfEREP 3/4 INCH (UN.O.! II. FRAMING CONTRACTOR TO VERIFY LOCA !ION OF HOLPOlliNS FRIOR TO FOURINC, Cf CONCRETE FOUNDATIONS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR HOLP5, GROOVES, ORNAMENTS, CLIPS, OR GROUNP5 REQUIREP TO BE CAST IN THE CONCRETE ANP FOR EXENT OF DEFRE55ION5, CURBS, ANP RA'1FS. 13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMEP. 14. REFER TO ARCHITECTURAL PRAWINC,5 A.ND 5FECIFICATION5 FOR APPITIONAL REQUIREMENTS PUE TO ARCHITECTURAL C.I.F. CONCRETE. 15. SLAB ON GRADE 15 NOT PE51GNEP AS A STRUCTURAL DIAPHRAGM (UN.O.!. lb. )8( ALL FOUNDATION CONSTRUCTION SHALL FOLLOW RECOMMENDATIONS FOUND IN THE FROJECT SOILS REFORT BY COAST GEOTECHNICAL . -OR- □ NO SOILS REFORT FROVIDEP FOR THIS FROJECT. MINIMUM SOILS DESIGN VALUE$ $HALL BE FER CBC TABLE 1806.2 A5BF a 1,000 p,r. SOILS DESIGN VALUES ARE 5UMMARIZEP ON SHEET 5-2, '5TRJCTURAL DESIGN BASIS'. CCJNCRETE BLOC[<. MASONRY I. MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO A51M C-30 GRADE N. W/ Ni ULTIMATE COMFRE5SIVE 5 TREN:i TH -f'm a 1%J0 F51. 2. MORTAR HIX SHALL BE ONE FART C,MENT, 3 FARTS 5ANP, 114 HYDRATED LIME OR LIME PUTTY BY VOLUME± WATER CONIENT SHALL BS THE MINIMUM REQUIRED FOR WOl'KING CONSISTENCY± MORTAR SHALL BE TYFE '$', UNLESS NOTED OTHERWISE. 3. GROUT MIX SHALL BE ONE FART CE~ENT, 3 FARTS SAND, 2 FARTS FEA GRAVEL BY VOLUME. THE 28 PAYS ULT<MATE STl'ENGTH OF THE GRCUT SHALL BE 2000 PSI. 4. GROUT MIX SHALL BE SOLIP GROUTE), UNLESS NOTEP OTHERWISE ON FLANS. S. CONTINUOUS PEFUTY INSPECTION 15 WT REQUIREP, UNLESS NOTED OTHERWISE. 6. FIRST COURSE OF BLOCKS ABOVE OFENINGS SHALL BE LINTEL/BOND BEAM UNITS. 7. MAXIMUM GROUT LIFT SHALL NOT EXCEEP 4'-0' IN ONE PAY JNL::SS FROPER FROCEDURE5 OF HIGH LIFT GROUTING OF THE 80\'ERNING AGENCIES ARE FOLLOWED. V'BRA TE ALL GROUT LIFTS. B. MASONRY SHALL BE CLEAN mD FREE OF ALL SUBSTANCES THAT HAY IMFAiR BONP. S. BONP BEAM TYPE UNITS SHALL BE U,EP FCR ALL HORIZONTAL REINFORCING STEEL. 10. VERTICAL COLP JOINTS ARE NOT ALLOWED UNLESS NOTEP OTHERWISE ON THE DRAWIN85. 11. HORIZONTAL CONSTRUCTION JOINTS, UHEN GROUTINC, 15 5TOFPEP FOR ONE HOUR OR LONGER, THE GROUT FOUR MUST BE \TOFFEP A MINIMUM 1112 ' BELOW THE TOF OF :HE UPPER UNIT. 12, CONTRACTOR SHALL ADEG:UATEL T B'sACE ALL MASONRY WALLS UNTIL FLOOR ANDIOR ROOF FRAMING HAS BEEN ERECTED COMFLETEL Y. 13. RETAININ<i lliALLS RESTRAINED BY IOOOD FLOOR FRAMING AT THE TOF OF WALL (T.O.W.! SHALL NOT BE BACK-FILLEP FRIOR ro CCMFLETION OF FLOOR DIAPHRAGM INSTALLATION (SEE STRUCTURAL PET~:LS OR DISCUSS WI ENC.INEER FOR RETAININC, WALL PESIGK-TYFE!. RETAINING ~ALLS RESTRAINEP BY !\CONCRETE 9ECK AT THE T.O.W. HAY BE BACKFILLEP WHEN THE FOLLOWING OJNPITIONS ARE MET, A. REINFORCED CONCRETE SLAB AT BOTT CM OF WALL HAS BEEN PLACED AND DOWELEP INTO WALL FOOTINGS FER STRUCTURAL DETAILS /ALLOW MIN. 3 PAYS FOR SLAB TO CURE!, AND B. SHORING AT THE T.O.W. HAS BS,N COMFLETEL Y ATTACHED TO 5UFFORT THE WALL UNPER SOIL LOAPINC.. CANTILEVERED-TYFE RETAININ<i WA.15 ARE EXEMFT FROM THE ABOVE REQUIREMENTS FRIOR TO BACKFILLINC,. REVIE\/El, BY, /,, -a,·~ INS?ECT □ R DATE REINFORC~ING S1'EE1, I. PEFORMED BA,'s REINFORCEMENT SHALL CONFORM TO THE FOLLOWIN4 GRAP::S OF A51M A blS-54, GRADE 40 -'J AND SMALLER · GRAPE 00 -'4 AND LARGER 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC EC. 1501 ; OTHER SECTIONS ACCORDING TO APPLICATION. 3. LAFS AT BAR Sc'clCES IN CONCRETE CONSTRCCTION SHALL BE AS 5!0o.N ON SHEET SP-I, 'CONCRETE LAF SPLICE TABLE', AND NOT LESS THAN 12'. 4. LAPS AT BAR 5FLICES IN :1A50NRY CONSTRUCTION SHALL BE AS 5H:l\lN ON SHEET SD-I, 'MASONRY LAF SFLICE TABLE', AND NOT LESS THAN 48 db. 5. 'IERT!CAL REINFORCEMENT SHALL BE TIEP OR OTHERIJISE FIXED IN FOSITION AT THE TOF AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SF ACED NOT CREATER THAN 132 BAR SJIAMETER5 (SEE PETAILS FOR OTHER REQ'TS!. 6. WALLS, FILA5TER5 AND COLUMNS SHALL BE POWELEP TO THEIR 5UFPORTING FOOTINC,S WITH REINFORCEMENT OF THE SAHE SIZE, GRADE ANP SF ACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, FILA5TERS, OR COLUMNS (LN.O.! 1. clAR 5UFFORTS SHALL BE FROVIDEP IN ACCORPANCE WITH ThE ;"RDVISIONS OF 'BAR 5UFFORT 5FECIFICATION5' AS CONTAINEP IN THE LATEST EPITION OFTHE 'MANUAL OF 5TANPARD FRACTICE' BY THE CONCRETE REINFORCING STEEL INSTl1JTE (CR51!. B. REINFORCINC, STEEL DE! AILING, BENDING, ANP FLACING SHALL BE I, ACCORDANCE WITH THE CRSI 'MANUAL OF STANDARD FRACTICE', LATEST EDITION. 5. ALL REINFORCE1ENT SHALL BE SECLlREL Y TIEP IN FLACE BEFORE R.ACING CONCRETE OR GROUT. 10. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMEN. SHALL NOT BS FERMITTED. II. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP PRAWINGS FCR REVIEW BEFORE FABRICATION AND INSTALLATIO"< 12. WELDING OF ALL REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE LIMITED TO THOSE AREAS 5FECIFICALL Y SHO\l,N ON THE FLANS. ANY OTHER ~f..DINC, SHALL REQUIRE THE AFFROVAL OF THE GOVERNING AGENCY, FIELP INSPEOOR, ANP STRUCTURAL ENGINEER. 13. FLARE GROOVE WELP5 SHALL, IN APPITION, TO ALL 5FECIFICATION5Ll5TEP ABOVE COMFL Y WITH THE REQUIREMENTS OF THE THIRTEENTH EDITION OF THE 'MANUAL OF STEEL CCN5TRUCTION -ALLO~ABLE STRESS DESIGN' AS FLBLl5HEP BY THE AMERICAN INSTITUTE OF STEEL CON6TRUCTIO"<, !NC. DECLARATION OF RESPONSIBLE CHAf~GE I HEl/[BY [j[C/AR[ THAT I AM ll/[ ARCH/T[CT or R[CORO FOR !HIS PROJ[C?; THAI I HAV[ [X[RC/5[0 f/[SPONS/01[ Cf/ARC[ OV[R TH[ D[SICN Of TH[ PROJ[CT AS R[CARDS R!fAININC WALL WAT[RPROOF/1/C ANO AS O[f/N[O IN SECT/OIi 670J Of TH[ BUSINESS ANU PI/O/ESS)7NS COO[, AND THAT TH[ D[S/CN IS CONSISTENT WlfH CUI/I/EN/" 5/"ANDARDS I UNDERSTAND THAT Tl[ CHECK Of PROJ[CT DRAW/I/CS AND SP[C1/ACAT/ONS BY IH{ CITY or CARLSBAD DO[S NOT R[d[V[ Mt; AS [NC!NffR Of WORK, or MY R[SPONS/8/L/T/[S FOR PROJ[CT D[S!CN. Jeff Porsha/le P. 0. Box 2JO!J2 [ncini/as, CA 92023 6/9-985-4099 DECLARATION OF RESPONSIBLE CtJARGE I H[R[BY D[CLAR[ THAT I AM f/lF 1:iVG/NffR or WORK FOR Tf//S PROJ[CT, THAT I fAV[ [X[RC!S[D RESPOI/S/OLE Cf/ARC[ OVER TH[ DESIGN Of TH[ P[RMAN[NT SIT[ RETAINING WALLS iS OU/NW !II SECTION 6703 or TH[ BUSINESS AND PROFESSIONS CGU[, ANO !HA I TH[ D[S/G'N IS 70NSIST{IIT WIT/I CURR[I/T STANDARDS. I UND17!5/"AND (HAT Tf/[ af[CK or PROJ[CT DRAWINGS AND :P[Clf/CA /IONS BY /HE OTY Of C~RLSBAD DOES NOT REL/EV[ ME, AS [NC/NffR Of WORK, or MY ![SPONS/li/L/J/ES fVR 1-'I/OJff T 0[5/GN. MIKE SURP,~[NANT &-ASSOC/A TES 9975 BUS!N[SSPARK AVtNUt; SI!/![ A SAN 0/[CO, C~ 92/JI (858) 693-0757 R,sL NO.: ______ -~---4_3_5_2 _____ ~ DA f[: __ s_-b_-_2_0_1, __ EXPIRES. 6-JO-/J l-----+---+-------------------1----+-----l----+----- I SH1E2ET ____ j CITY OF CAI~LSBAD SHEETS l-----+---l----·~··-----------------+----+----+---1-----l ····-·~···----t-----+--------------------+-----t-----J---+-----t l-----+----+-------------------1-----·--· ... ----+----1-----l 1-----+---1·· ---------------------+---1----1----+-----l 15 _ ENGINEERING DEPARTMENT :=::::========~===:::::::::::::========::'.-'.:::: .. =---~ GRAOING PLANS FOR: CUP 3450 GARFIELD STREET TITLE SHEET PUD APPROVa JAfO S._ ;ELDEIH Iii 0 ~:--;::;-:=~~~~·~~v,==~=== L'l. lD1r __ CITY ENCINEER/ R.C.E b3912 EXPIRES 9/30/201~t -ATE DATE INITIAL REVISI □ N DESCRIPTION DATE INITIAL DATE INITIAL g~~D 8~~: .:t~A-I PROJECT NO. I DRAWING NO. LE:::_N:::G:::_IN".:E:::ER_:_::O:'._F_'W:::O:::_R:::KL __________________ _LO~T":ll".:'ER':....:A:'.:P:'PR'._'O'."_V':_AL':_J____'C::'_l'__'fY___:__AP:'P:_'R":O"__V':_AL':_J _ _:::===R::::V:::W:::D:::::::8:::1::::: ====--.'.===·-=··=··====-==· AS-BUILT ' ' -- □ ll ~ 2 Gl 2 C ~ CD m ll □ ll ~ 2 Gl 2 C ~ CD m ll □ i 2 Gl 2 C ~ CD m ll I \ 0 pp 0 58.69TC (58 3/fl) 5882TC (58 40fl) (20%} 0 I 2.5 5 10 ~ Cl::: ~ ~ ~ . (58 47FL) , 58.94TC (58 J4fl 58 91 TC 58 J7fl 588/TC 58.Jlfl 58 45TC (58 4/fl ~,4!/!;,e---------25A' \(58 47P) °"-(5810P) °"-(5866P) -- °"-(5860P) ~ -'.ll MAPLE A VENUE ~ ~ Cl::: 1 I ,___ WV (5810P) .--- 5870P ANDREW J. KANN R.C.[. 50940 15 , I-ZJ-~zo DAT[ ~ ~ {;ONCR[T[ DR!V[WAY 59/JTC 5862fl WM <1 ~ <1 • <1 <l • <1 <l <1 • • <l <1 • • <1 • <l <1 <l • • <1 <l <1 0 pp I / <1 • <1 ~ Cl::: MEGA ENGINEERING CONSULTANTS 4340 VIEWRJDGE A VE. SUITE B SAN DIEGO, CA 92123 PH,(858) 634 -8620 FAX:(858) 634-862 7 6571655 ~ ----- -------- CONSTRUCTION NOTES: ,VO. OfSCR/PTI~ STANDARD/ OfTAIL SNBa. QUANTITY UNIT • _-o I I ~ -I -:'\ S, I ' .____,, I - - I I I I I : cg I I I L_ (!£! PROP AC PA V[l,/[NT GR/NO &-OVfRLAY-1,//N 2" OVfRLAY STRIPfNG NOTE: CONTRACT OR SHALL RE Pll\Cf' ALL DAMAGED SfRIPi//G IN KIND. -f ??? ,-.-:-:-.-:. · .. ::; Icnl 950 Sf :,;,:,:,:,;,:,,?':'. r;:-c;;-;-;;:=,.;;;--,,.--::c;:--:;:-:::c-::=:--::::===-c::-:::=-=-:=-:-:--=~--.----.----,----. -;.;,;;-,.:.::=;;,::::,----;:=========-=r::':_~IN~S~P~E=C=T=-0=-R~~~=-~=-=-~~~~~~=-~=--,=-:::::::D::::A==T::::E =-7 II IJ 7019 t,« ADO THIS SH[[T, R[v/S£0 L/1,//S or CR/NO &-OV[RL A Y 11,ao -re.... CITY OF CARLSBAD I SHEETS I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SHEET 13 ENGINEERING DEPARTMEN T 13 GRIND & OVERLAY PLAN FOR: 3450 . GARFIELD ST8EET R2016-0034 . Glf.lllC, A,/110 .. C)lii'i(uy . . , PUD 15 -19/ SDP 1~-21/ CDP 15-41 / MS 15-1 4 APPROVED: ,1£,SO ELDERT CITY ENGINEER R.C.E 63 EXPIRES 9/30/2C20 DATE DWN BY OMFGA CHKD BY:<-,. • ..,,~~- RVWD BY: PROJECT NO. MS 15-14 I DRAWING NO. 492-6A ~------~ u I I') ~ 8 I ~§ !~c • C) I J] c6 I ~ . ' " I ::i z ~~~ l<T •mo I • ;\I i Bl · ,~1 I ~ I I I I I I I I I') ~ 8 I~§ I ~ c: I n ' n al 1m .~ 'n • '" '~~ [E 'S::I 'm~ '" m-~~ Wz il: IS it -w l -w 0 D ]> § z (j) z C 3:: ID m D C D § z (j) z C 3:: ID m D C I z (j) z C 3:: ID m D C D 11 Q z I (j) z N C t 3:: ID m D