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2018-14115 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL OWNER IS TO 01FTAINACON3TRUCTTON PERMIT FROM iNE ENGINEERING OEPARiAR:NTAi LFASi48 /pURS PRRM M IMMUG W THE 1. WCASEEMERGENCYWGRKISREQGRED , COMACTMFUATAT(S18)2 M,, 24 MERSA NY PUBLICRIGHTOFWAY FAILUREMOOSOWYLLRESULT INESUANCEEASi0PW01 WTICEAN00DUBLEERMTEES. ITISTHE '- RESPONSIBILmE THE OWNER TO KNOW WROTE HISMER PROPERTYLINE 6 2 EWB+MENTAND WORKERS FOR EMERGENCY NOIBC SHALL BEMDEAMINABLEATALL INAES DURIMS THE RAINY SEASON (OCTOBER I TO PRIR roTEPRELOH5MI14TNWMECTWGWMTXED181RICT3ANWECTOR APRIL 151 ALL NECESSARY MATERIALS SHALL BE SNG(WLED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID 3554 TTHAVENUE CONSMUCTIONOF TEMPORMYERDSIONCONRLOL MEASURESWHEN MW ISWMNEM DRAINAGENOTE WASMUTAREA M CONTAIN WASHOUT WASTES ON SITE R IS NLEGAL TO NNSN CONCRETE SLURRY MORTAR, STUCCO, PLMTERAND THE I" AM THE (518)1843A80 3DEVICESSHOIMMPIANSSHALLNOTBEMOVEDORM001iWMTHWTTHEAPPROMLOFTIkENGWEERWGWSPEC .. W WNCENTRATEDORAIWa FLOWSAREPEPoMTiE00VERA0U PROPERTYLWES. WATERW RT ONVNAWAY FROM SMUCTIATES 4. THECONiRAC1OR SHALL RESTOREALL EREON CONTROL ET/ M, E$ T061ORONO ORDER TOW SATEFACTIOA 'ONRECRY EM3M'EER FORA MWWUM OF 5FMTAT2 PERCENTAND BE CONVEYED MANAPPROVED DR4IMMFACdIiY AFTER EACH RUNOFF PROwICMG RAINFALL. caNSMLC xMM EAWEes BE REQwRED BYTES CITY EN3WFER WE TO AN ZINC UTILITYNOTE WLETE GRAD �MTOR! OR CIRCUMSTANCES W111CNWYARLSEY ALL UTILITIES SERVING THIS SRESWL BE INSTALLED UNDERGROUND. 6.T CONIRACTQPS LBERESFONSIBLEA ,gMLTAKENECESSARYPREGUTp MPREVEN PMOTRESMWS TOAREASTWT GENERAL NOTES 1. ALL WORT( SHALL SE DONE WAWORDAME WIN THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSMIICROM THE DESIGN CONSTRUCTION STANDARDS OF THE CRY OF ENCINITAS AMT THE SAN SEGO AREA RE0100641. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPILL BEAPPROVED SY WONEMINEER PRIOR MANYMOVESTFOR INSPECTION 2. THE SOILS REPORT TRIED WELEMPARY MOMCHMC4L EMLUATKW, PROPoSED DEVELOPMENT, 1505 ENCINITAS BHKEMRD, ENCINITAS SAN DIEW COUNTY, NUFORNW 910,4' PMA4MD BY GEOSOLS INC., DATED NOWAR ER 20 WIT WO. #n55&A -S, AND UPDATE MEW OEOTECHNKAL UPDATE, PROPOSED PONIM STYLE SELF STORAGE BLYLD WITH M0 LEVEL BASEMENT,, 15M ENCINITAS BOMEMRD, ENCINITAS SAN DREW COUNTY, =FORMA ABIW PREMREO BY MOSOILS INC., DATED NOVEMER 20, 017, NO # 7357 -MSC, SHALL BE CONSIDERED AS A PART OF INS (TRADING PUN ALL GRADING WEE BE OOUW ACCORDANCE WITH THE RECOMMENMT RWSAND SPECffICAT10MS CONTAINED IN SAID REPORT 3 SENMTEAPPROMLSANDPERMRSFMMYCONSTRUCnMMTHINPUBLICWW -OF- WAYORE0.5EMENTSSWLLBEREWWEDW 4 WWITTEN PERMISSION SHALLEOBTAIEDFEANYOFFSREGRAD 5 CONTRACTOR SHALL TAKE AM NECESSARY PRECAUTIONS REWIRED TO PROTECT ADJACENT PROPERTIES DURING GRAINS OPERATROW ANYTHING DAMMO OR DESTROYED ShA L SE REPLACED OR RETARDED TO CONGTIONEMSMG PRIOR M GRAD. 6. THE OFVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DENTED ON OESTROMO SPILL E RE- ESTABLISXEOAND REPLACED BYA REGISTERED CM ENGINEER OR A LICENSED LAND SURVEYOR, 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MMNTAINALL SAFETYEViCES, INOLODING SHORING, AM SHALL BE RESPONSIBLE FOR CONFORMING MALL LOCAI- STATAND FEDERAL SAFETYAMT HEALTH STANDARDS, LAWSANO REGULATIONS. 8 GRAD AND EOUIPANT OPERATING WRMN ONEHALF (72) MILE OF A STRUCNRE FOR HUMMN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF SW PM AND 730AM. NOR ON SATURDAYS, SUNMYSAND CITYMCWNIZEO HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRECONSTRUCTON MEETING HAS BEEN HELD ONSRE WITH THE FOLOW3G PEOPLE PRESENT. CITYINSEECTOR, CIVIL ENGINEER, SONS ENCGIl1EER, GRADING CONTRACTOR AM PERMTTEE THE MECOVSMUCTON MEETING SHALL BE SCHEDULEO MTNT RE CITYAT LEAST46 HOURS INADMNCE BYCALI XO (?SR 6332770 70 PRIOR M MUUNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WRRIN THIS PROJECT THE DEVELOPER SHALL SUBMIT MANO RECENEMPROML FROM RE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SMLLC LYMMALLCONDITONSANDR Mfi MENMS CRYENGINEERWYWWOSEW3MREMR05TOWMULIA 'GOPEPATION if. UPON FINAL COMPLETION OF THE WORK UNDER ME GRADING PERMIT, BUT PRIOR TO FINAL GRAD APPROVAL MOOR RML RELEASE OF SECURITY, AN AS GRADED CERTIFICATION' $HALL BE PROVIDED STAM'G: THE GRAD UNDER PERMIT(N0. 14116G HAS PLAIT THIS STATEMENT WEE BE FOLLOWED BY THE DATE AM SIGNATURE OF TE CIVIL ENGINEER Wlp CERTIFES SUCH GRAD OPERATNN. 12 ALL GRADING SHALL BE INSPECTED AM) TESTED BYA QUALIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECTANO TEST THE EXPIATION PIACFAENTAMl COMPACTION OFFX1SMO WCKFRLSAND COMMCTON OF TRENCHES HE SHALL SUBMITSES REPORi$M REWWED AND IMLLOETERMM 'ETNEWRAELRYOFANY FILLALIiERLAL UPoII CWIMEOON OFGRAOWG OPERATONSHE SHALL STATE THAT OBSERMTONS AND TESTS WERE MADE BY HW OR UNDER HIS SUPERVISION AND THAT W MS OPINION ALL EM&ANIQIEMSANO EYGMiONSAREACOEPTABIEFOR THEW INTENDEDUSE. 13 THECONTRACTORSHALLMR ERLYGRAEALLUCAMTEOSMRCESTOPWVIEFOSMYEDRAINAMAMTPREVENTMN X LATER. W SHALL CONTROL SURFACE WATER AND AVOID DAMAGE N ADANMNO PROPERTIES OR FINISHED WORKON THE SREAND SHALL TAKE REMEDIAL MEASURE TO PREVENT ERRSON OF FRESHLY GPADEDMEAS UNTIL SUCNTWEAS PERMANENT DRAWAGEAMJ EROEPN CONMOL MFASIINES HAVE BENWSTALLED 14. ALL AREAS N E FILLED SMALL E PREPARED TO E FILLED AM FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFOATION ALLVEGETMLEMATTER AND OBIECiOMRLE WTERNLSHALLEREN0VE0 BYTE CONTRACTOR FROM IHESURPAE UPONWHWWWFILLISMEPUCED. LWEFILLANOALLU 80&$SHALLEREMOMMSUITAEEFRMMTURM OM THE UPOSEDSOILSSNILLESCARIFIEDTOADEPMOFI2INGESANDTHENCOMMCTOWANWMWMOFBDPERUW. RSWllL ETHE CMTMCTOR' SREWMMLITYNPUCE,S PREAD, MNTRAWCDNPAUWFR LNSMCTACCORMNEMMSEOFIDA S. 15 CUTAWFUSLOPESSHALLECUTAWTRMWEDMHNM GPMETOPROWCESMOOMSMMCEMDUWI MCROSSSECTION c . •m : r` n. - P*Tr,TT^ei.•iL"4Ca3 16. ALL TILES BRUSR GRA95. Mp OREft OBIECTIONAME MTERML SHALL BE COLIfCiED, PILED ON OTNERVASE DISPOSED OFOFF THESITEfYTHECONTACTORSOMTOLDWi AREASTMTMWOMCLEAREOWTMANEATAWFIMSEDAPPEARANCEFILE FROMONSOHTLYDEEIS APPROMLOFLOCATIONO XMISFHLSHMLESECUREDFRH }REWILSENGINERAMCRYENOWEER PRIOR TO REOSPOSAL OFAM SUCH MATER W.. 17 THERENOMLOFAMANDALLCRYTREESSHALLECONSM1STENTWRHTECITYSURWNFORESTWWGEIRENTPROG ..MES LOCATED WITHINCRY STREET ROM -OF -WAY, ONCRYPROERTY, OR W CITYEASEMENTSAEREFERRED M ASCINTRESAND SHALL E PROTECTED PUCE WRONG CONSTRUCTION UNLESS SPECEOALLYAPIRMASO OTHERWISE NO GRAD, EXCAVATION, OR OISTURHANEOFGiYTREE ROOT STTAE SHALL OCCUR WfTNW THECm MEE DRW LINE ARM (MEARM FROM TE MONK EA TREE TO IHEWTRMDSTEOGE ETHE TEE CANOPY PROJECTIONONTE GROUND} IFACIIY THE IS NOT OLFARLYUBELED i0 BE REMOVED ,RMUSTEPROTECTEDINPLACEWFLS rHETREDWPR04EAENT AEONCOMLJCTWITXACIry TREE RAIUSi NOTE DISNRBED UNIESSTHEPUW M REVISED 10A WREE THE TEE RENO VAL 18I ANYARCMEOLWAAL HISTORICAL, E PALEONTOGICAL REEN/RCESME IMDVERTNMYDISCOVERED GMDINGACPM,, THE PROJECTCONTRACMR EMLL OVERT, DIRECTOR MAPORMIYHALTORWNODIST REND ACTMTES IN WARD OF HSCOVERYTO ALLOW EMLDATION OF THE SIGNIFICANCE OF SUCH RESOURCES TIE PROJECTAFPIICANT SHALL WMEOMTELY NOTIFY OEVELOMENT SERVICES DEMRTMEMSTAFFOF SUCH FINDING AT METWIEOFOMSC W". IE EGNIICANCF DATHE DISCOVERED RCSOURCE(S) SHALL E ETROWD BYAQUALIFIED ARCMEOLOGST, HISTWMM ON MLEOT MSTWCONSULTAMN WITH TE DEVELOPMENT SERVICES DEPARTMENT AND. FOR ARCHEOLOGIOIL RESOURCES RE MINE AAWROAN COMMIIMTY TIE DEVELOPMENT SERVI DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND AM NECESSARY IOTA RECOVERY SERVRES BEFORE GRADING ACTIVITIESAREALLOWEU M MSIINE AE FOUND ON THE PROJECT ET HER AUTMRVED REPRESENTATIVE, F EXCAMRON EwTRMWAMFOF W. AS DETERMINED BYAQUALIFEO SUCH DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION UCWBIDNZONE SHALL E ESTABLISHED SURROUND WARS OF THE DISCOVERY SO THAT THE AREA WOULD E PROTECTED (A$ DETERMINED BY THE QUALIFIED ARCMEOLOGSTAMMM ME MA MINE AMEB MMDNUGRAANOCONSULTAPMAW MMTMEMWULD=MMPU"IEDBYUW. MFURTHER MFWEDBYSTAT UW, THE CORONER WOULD DETERMINE WITHIN TWO WORMING DAYS OF SING NOTIFIED IF THE EMAWS ARE SUBJECT TO HIS OR HER MTIVEAMERMAN REMAM1YS ME DISCVVEREO, REREMUNS SHALL BE KEPTW SYR/(5N PUCE), ORW A SECURE LOCATONW CLOSE PROXWttiYTOWHFRETHEYWEREFOOD ,ANDTEAMLYSMETHERE MENLLONLYOCCURONSTENREPRESENCEOFTE TCA Mi1VEANERICAN MONITOR. IMPERVIOUS AREA TMPERMUSAMA MAN TO CONSTRUCTION: 27,M6 SOFT WWEI{VIOUS AREA AFIEN CONSTRUCTION 52 311 sorT INLNEASEINWERVIHISMU:21 SOFT WPERMSMEAREPIACEDIill sOPT CMNMNO. I DESCRIPTION EARTHWORK DATA STEEPESTEXISTUM NATURAL SLOPE ONSITE =1 H:1 V NAXBRW IERiMJW DEPINEWT =21.v MAXMNIMI VER/IXAL EPTHOF fdI =1 a CUT =19,EOCY FRL=AIOCY EXPORT =19,700CY REMEDIAL=2IECY APPROVED I DATE J ALLEREIONCONMMMEASURESPROVTOEDPFFTREAPPROWDORADINGPUN "UBEINCORPOPATEDWE M B. GRADEDAMASAROUND W PRNECTPEROWTER MUSTORMNAWAYFROM THE FACE OFEOPEAT MECONOLUSION OFEACH WORKDAY. 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PUCE AT RE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBVIULIYFORECASTUCEEDS FORTY PERCENTMO %) SILTANO OTHER DEBRIS SHALL BE RmmSVAFMR EACH RAINFALL 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RI PT FROM ALL IMPERVIOUS SURFACES WEDDING ROOF DRAWS SHALL DISCHARGE ONTO GRASS AND LAMINAE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANMM MM THE PUBLIC STORMDRAINSYSMU 2 GRASSANDLANDSCMEAREASESOMTFD FOR STORM WMMR POLLUTION CONMOL S HALLWTMAODIFIEOWTRp11TAPERMTFROM THECITY 8ALLWPERVIOVSARIASATHINTHESIMSRALLDRAINTOAWWO BMPAMPFACILTRESANDORMMFORLA181 .G.APEDARFASWITH AEQUATEGITOUNOCOVER PRIOR TO DISCWWGE FROM IXE SRS. ALLWPERVIWSARFAB'MUSTSLO MWARDTHEAPPROWDBMPAAW FACILITYMONM TETLIRFAANRSOVEOAREM. 4. NO DRAWS SHALL BE INSTALLED IN HARDSMPF DRIVEWAYS, OR MY OTHER IMPERVIOUS ARIA UNLESS THE FLOW FROM THE TRAIN DISCNARGESMANAMODATEMMMIMP - 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TIAMWD THE WAIMP AREA OR HAVE MOTHER APPROVED DRAINAGE SYSTEM TRAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE RTOMADEONTEWW I M. 9 ALL STORM ITER WWISUP FACILITIES SHOWN HEREON SHALL NOTCE NOTIFIED 0RALTERED IMMUTA PERMITFROM THE CITY. 7 TIEINSTALLATION EAVOTONALWERVIONSSURFACES NOiSXOWAYI ON MIS PIANMAYREQUIRE THAT THIS PLANSEPEVISEDOR THAT A SEPARATE ENGINEERING PERMIT M OBTAINED 8. ALL EXISTING AM PROPOSED TRASH ENCLOSURES SHALL SE FTMO TO COMPLY WRN STORM WNTER BEST MANAGEMENT PRACTICE REQUIREMENTS, RE TRASH ENCLOSURES SHALL HAVE MWERVIWS NONLOMBUSNEE ROOF THAT WILL NOi ALLOW RAIN WMTR TO ENTER RE ENCLOSURE ME ENCLOSURE SHALL SE LOCAARE AND LOCKED WHEN NOT IN USE A SEAM SHALL E INSTALLED AT ALL OPENINGS M MLO AMY LIQUIDS TRAY ESCAPE FROM THE DUWSMR AND TO PREVENT AM ROW OF STORM WATER THROUGH RE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROUND OF THE DUMPSTER W AND OUT, THE ENCLOSURE SHALL BE SELF CONTAINED OR MY HAVE A DRAIN THAT DISCHARGES THROWN AN ADEQUATELY SIZED OW GREASE SEPARATOR AND W THEN FILTERED THROUGH ACTTY-APPROVED HYDROCARBON FILTER AND ORCHARDIST INTO THE PUBLIC SAMiMY SEWER SYSTEM MOTTO PUNTRSOR MESFORMORAINSYSTEM. ASEPARATESVILD PERMRMAYBERET UIREDFM THISSMUCTURE 7. POTABLE WATER VARIES SHALL ECONSIRUCIED IN ACCORDANCE 4MM THE MASS AND MATERIALS AS SPECBEO IN MST RECENT EDITION OF RE IX11EMMW WNICHIL WATER DMMICT PATRAM STANDARD 3PECIIATIOM3 AM) DRAWNM3S FOR W CONSTRICTION OF WATER MAWS AND FACAIIRS, STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER S4--" 21E3UEMSSION AND PEYIEWOFALL MIEMTTALS(SM1OP pL1WWIGB SIX SETSIAS REOITIED BY THE 9TAMMRD SECBIGTKINSAE roEACCC44EIMED DANFLOIT PRIR roTEPRELOH5MI14TNWMECTWGWMTXED181RICT3ANWECTOR CONCREIEWIMOI/f 3554 TTHAVENUE CONTRACTOR SHILL ESTASUSHMO UWANADEDATELYSMED CONCRETE - - SAN DIEGO. M81f03 WASMUTAREA M CONTAIN WASHOUT WASTES ON SITE R IS NLEGAL TO NNSN CONCRETE SLURRY MORTAR, STUCCO, PLMTERAND THE I" AM THE (518)1843A80 STORMAMMRCONWYAWESYSTEMORAMRECEMNGWINTER .CONTRACiORWULL ASIGNESWWATWGTHEWMBNOUTLOCA ,, 4 C0.4RMCiOR BHY1 COGRHNATWRH 013TRIGTALL MRAMXMENT FM IA'GIFLAIYIG tEMtlRARYSERWLE3 PRIOR N SHUtIXAMY9 Ap 841110OMN8 N9LL ivt'I 18A Z°`9 PERM/TTEE A.SEWERS- LEUCADIANNSi MROSMCT- (MO)75 10 caNSMLC xMM EAWEes 0W 4E(EC7RIC- SOGF- CfD,3B6ZN EWER OLIVENMINMUNOIPAL HATER DISTRCT- (M)753B4E SIMNITTEOroTIEwSIRMTPRIR roCOM3MLILTpN A STABILIZED CONSMUCTON SREAWEE SHALLEPROVIDEDFONVEHICIES EGRESS AND INGRESS TO PREIENi TRACNIM DINT EFSItE. TMSSHALL STEFANLACASSE INCLUOEUSING IWTERML SUGNMTCRUMED ROCKANDAM CDSRUGAMOSIMSE NNELSPUTES OUNWCOWUWTIES 3842ND STREET, AT Z,CONTRACTORSNALLNOTB MCITYEN MER'SOFFCE4SHOUNSP MMMGNNINGAMWORKONTHIBPROJECTPXONE (7MT M2M ENCINITAS, CA 92024 CONSTRICTOR VEHCLES (ASTM -M91 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAW SMLL BE DESMrNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENTMAWMNMCE ALL "OR REPAIRS SHALL BE MADE OFFSITE EROSONOOMROL EROSION CONTROL MUST BE PROVIDED FOR ALL EMSVE SURFACES. INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION C W TROLL REMOVE D SURFACES ESPECIALLY $W1. BE PROTECTED AGAINST EROSION BY ADEQMMGRq/ND WVER VEGETATOWANDBONDED FIBER MATRIX CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST PROTECTS SHILL SE CONDUCTED IN POSES TO A" UNNECESSARY I imum.F..RumY TMFYMLI P npraxICFCMI¢MY PUMPER,WEMVEMTARONASSWNAS POSSIBLE IXICEEXCAMTIONANDGRADACTMTIESARECOMPLETE MATER US4EFON MSTCONTROL SHALL MMIMMIZEO. ONSf1ECOMRALSSNIL E CONTAINED M4TMLL S AYM BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS REDUCE POLLUTLSTAY DRYOUTOFTEROM CONTRACTOR SRALL PRMSTOCONDWYCOMOVIE SOIL FARFUEL STORWS ASPH LT CON REM REGK:EPOLLUTION DA STOCKNATER FROM IIOCNMOAIA:Pi FROM MAYWATERSTO LLHARING LOM AND STORM AGGREGATE SASE ETC STOCKPILES SHALL SE LOCATED AWAY FROM CONENTRATED SiORARATR STORM LATER FLOWS AND STORM ORNN dVLE1S. STOCKPILES PRAT EWYERED OR PROTECTED AM 700. SiAEPATION MEASURESAND PROVIDED WITHATEWPORPRY SEDM1NENi&WRIER MINING THE ERMETERATALL PIES CONTRI3 CWTRACTORS'EMPLOEES WHO PERFORM CONTIMOTIOW $E THE CITY OF ENDWAYS WEE BE RYE BEFAMINRYGIMTREOPERTYOWMW) STORSIW PRIME G,LUTIONCOMUS INFORM UICOTEEEWNOMSSHALLSEA YAIUSLETOEVERYONE IM1tlROWNRESITETEITIES TYOWNEF(S) AND THE PRWEWNTRACTOR MUST INFORM SUBCONRwCNRSABOR STORAIWATER REQUIREMENT AND REIN OWN RESPONSIBILITIES. CONTRA EM CONT24CTOR NR SR1LL E RESPoNSMLE FOR PROPERLY DEPOSING OF ALL WASTE AND UNUSED COVBIRUCTIONWTERW.S. OUMPLNG ON UAV.l5F.0 OR NOSMPRODUCTSO D&GRO R WHERE DWHMNMRRYTNEMIMTER, CONVEYANCESYSTEMISS UDAPROMBRED NAMRAL STRROMA DE SITIESLLEDISCHARGED FREQUETLY FORLA101 DD11E55MLLEPUEDAAV CLOSLLDUMPL WS.0EAMSTERS ATURALSDS RUNOFF. EPLACEPSRESSMALL BECNECWIT FREQUENTLY FOR CTWI TER WIN REM9W TOA DAWCONT CONTACT ARIOM TE SHALLEPUED ATI4INSMUCtURESWITNIMPERVNUSRWFSYG ORCOVFRED NTM TARPSWORDER TO AIOOWJNCONTACT NNMANY WNY MATRNL CONY CONSMUCiION M4TRfALS, WGUHNG SOLVENTS WATERMS MINTS VEHICLE FLUIDS, B AM ASPHALT DI CONCRETE WOOD, AIR CLEAE FOR DISPOSAL CALL BETAKENRDOUS HASTEMTEUNOFSLE REE AT Rol) WASTE FOP INFORMATION ON OSPOSIL E HAZ RS DS MATERIAL, CALL THE RVARI)OUS HASTE NORINE TOLL FREE AT (SOLO 71411%. FOR POLUFA 75SH AIANOFILLSAMTTOOROEROBNPSTERSCAEMSHA 7MI)4384/51. POLL PORTABLE TOILETS SETTEE ENPOOD SURFACES.PUKE TRASHCANSANp RECYCLING R FOR LCLESAFONTRACT RRE PORTABLE TONFTS MUST O TA GOOD WDRMNG ORDER AND CHECIED FREQUENTLY FOR LEAKS CONTACTOR SHALL PROVOS SECONDARY CONTAWMENTANO LOMTEPORTAEEMPTASAWAYFROM STORMORAINWLEM ON STORM AIN CONTRACTOR ALL ERALTM MYMVETR4VFL EKEPF ROMCOOM LCFCN ET, OUTER, ANO SiORMDRUN CON/MC1UR NUSTROUTINELYCXECKAIO CLEAR UP I NT MOOR INTO M DON ON STOR D MATER POLLUTION SITE FOE MOREIMORMATONONSRWANAIER FOLLIRIONCONiRH MEASURESAND REOVIREMENTPLFASE WNTACi THE ENGINEERWGOEBWTMFM CITY OF ENCINITMAi(760)833 -2P0 RALIIDA\G ALL AMEAMkNTB AWPIED PRNR TO RE DASiRICT MPROUA( ANTE GV MME PLYIS C6VTACTE Awl PAVE A Lwry OF IE STAMMRD NOTIFICATIONS PRIORITY STORMWATER TREATMENTFACXMES TO BE MAINTAINED BY DANFLOIT SPECIMAI,'016 DYTE,NM MRATALL iWEB S4--" 21E3UEMSSION AND PEYIEWOFALL MIEMTTALS(SM1OP pL1WWIGB SIX SETSIAS REOITIED BY THE 9TAMMRD SECBIGTKINSAE roEACCC44EIMED 1, THE EXISTENCE AM LOCATION OF UNDERGROUND UTILITY PIES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF PRIR roTEPRELOH5MI14TNWMECTWGWMTXED181RICT3ANWECTOR AVAILABLE RECORDS N THE EST OF OUR MOMEOGE THERE ME NO EXISTNW UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE 3 UNLESS DTERVASE NOTED, CONNIL'MN9roIXISTMW M4tlIB 8IW1EMaEwTe TiE TIME aWDWRATIWOANY SIWIWKNSEEMSNW MASS STILL CONIPoACTORISREQOREDMTAKEOUEEECAUIgNARYMEASURRSTOMMUMYEXISRNGUTRIESWSMUCTURESLO MOATREWDRKSRE ESUBIECTTOAWROML BYIELNSMAT (NSTROTSH4LLENDTRlEOIWAO WEENSxWww1INAOVNK :EOFANVSMRWISN ITISTHECONTRACT SRESPoNSIWLRYTOCONTACTWFOLLOWINGOWNERSOFSAOMLITESMSMWC SPRIORWAWUNMT ,FOR VERWICATONAM! LOCAION OF UTILITIESAND NOTWMATIONMCOMMENCEMF .HIDE ittlRK' 4 C0.4RMCiOR BHY1 COGRHNATWRH 013TRIGTALL MRAMXMENT FM IA'GIFLAIYIG tEMtlRARYSERWLE3 PRIOR N SHUtIXAMY9 Ap 841110OMN8 N9LL ivt'I 18A Z°`9 ESCHEDUI£OWAMMNMYEFRILNY. A.SEWERS- LEUCADIANNSi MROSMCT- (MO)75 10 SOM'MACIOR SILLLL RENEW ALL PRCPoSEp iFEIK;.4ItO.RK NYIHGIHASM ACEYOFEXEMPIADNItTER OR MEY(X1RlG PERNIT.IREHA6RFD,3HALLE 0W 4E(EC7RIC- SOGF- CfD,3B6ZN EWER OLIVENMINMUNOIPAL HATER DISTRCT- (M)753B4E SIMNITTEOroTIEwSIRMTPRIR roCOM3MLILTpN DTELEFHONESE BELL- (IEJIM.i111 BAD NOFNWYBEGIN 0.4 EOCFFD WIf1UUTwECDwI OFD MMICISINSECI6R C6VRMLTOR 9HML HODF1' iHEWaiRILTWSPECINNIBOEMRIMENT48 EMEE N.WX GOWN/NIG1ilON5- (RAT18B6'9MMX -713.3 HOURS PRIOR ro 1EEG6MMNG H M>ItMroARPMCE ILRWSPECTIONO.=THEPRGIECT 7 RIECmNIMCTOR MUST CPIL 4W ALERN ESCUDERX fwIFENN ^TO RAW M»ERGROWO SERVILE UTIIiIR LOMTO PRIRro LOM9TRUCTON THIS Z,CONTRACTORSNALLNOTB MCITYEN MER'SOFFCE4SHOUNSP MMMGNNINGAMWORKONTHIBPROJECTPXONE (7MT M2M CALL WNIE.WOEAi1FA5TNlOW3INA0WNCE PRNM NIMVWDRKENIG PERF6RAIEDWWBLI RWNTAFNNY (OpALERTPNONE BAZ[T?AO) L&IMII®ILXW♦LWBPWAXMXBaIANQ BIIRVEYRIW S TILE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PRONE: (1M) 833180 ALL YORK PERFORMED WTHDUT BENEFIT Of B. ALL EXISTING FACTURESW9LN MYAFFEHPRQIECTLONSiRL 'GRAN IE, LAE LR095Wb'S. LWEMRNJEUNG.OR RiJPoBEDCONNECmUlS 3WML EFIHD WBPECTIONWRL ESUBECTTO REJECTONAND REMOAL, 8. RECONMACTGR bTIALL iLWAYSIIAND INSTALL PER IE SlAMMPD SECIIMTAM RE APPItOPRMTE BLMIED umm WWMNG AND 10£NMCATATNTAE A80YEALL PUBLICVMI ER UNE3INE W AW VMIM LATERALS LOCATE! IN PLJBLH: RMki #-VNY. FN IWS4EGRREADELEEOF SWIEAT NO GRAESARE NOT SHOWNONRTE NITER MAIN PROFILE, TOP OF PIPE PROFILEA548JNCE5 ELOWENIERLOEOF It ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL E MADEW USE OF JOIMCOUPLINGS WITH 4' MINIMUM ELECTION PER COUPLING (2' ER JOINT). M ENMW (CURVING) OF PIE SHALL M PEFMI RED 12. MANUAL AR RELEASES SHALL E INSTALLED ATALL HIGH POINTS AND BL.OWXIFSAT ALL LOWPOWTSW THE WATER MIN PROFILE PLACE ALANI/AL AIR RELEASES AND BLOWOFFS MTHIN METER BOX AND LOCATE BEMNO CURB MEW OTEAMAM APPROVED BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAYBE USED N LIEU OFAMANUAL ANL RELEASE OR BLOW WHEN LO MO AT OR NEAR HIGH M LOW MI ,,MAPPROVEDBYTEMSMOTSREPUS ATIVE. 1SINSTALLAWNWKW1- MOHWATERBERMENMCHLOTMETERTOELOCATDBFEETFR AEELOTLINE.AM4wHMGMLETTERW SHALL E CHISELEOIN TOP OF EXISTING CURB OR WIPRWTED WNEWGINI ATALL MATER SERVICE CROSSINGS. 74. METER BOXES SHALL NOT EPUCEDWIMIN ENEIAYSOR SOEIAINSWTTHOUT REOISTRICIS PRIOR WRRIENWNSEM 7S ALL NITER SERVUS FOR MINIM, MULRME RESIDIANIL COMPLEXES COMMERCIAL OR INDUSTRIAL CEYfl.OPMENT SHALL RAVE APEOWDMCKFLOWMEVENTONE18CEMCUSRMENBSOLEOF4MTRLM .. ( {FF NOTES CINMTINMW ENf11EET 1) OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY WTA REGISTERED SORES ENGINEER OR GEOLOGIST HAS BEEN OR WILL E RETAINED TO SUPERVISE OVER ALL GRACING ACTIVITYANDADVIE ON TECOMMCTIONAND STABILITY E ME SITE SOMTURE: _/�✓ DAT: S" l i - 19 PAWMAAE: DM'FLOT DESCRIPTION: CONTROL POINT #7028 LOCATION. ABID. WELL MONUMENT W1 DISK STAMPED ILS 5383' ATTHE CENTERUNEINTERSECTIONOF TURNERAVEANO SHOLDSAVE. RECORD FROM ROS /W16 ELEVATION. 250.481' DATUM' MVD88 LEUCADIA WASTEWATER DISTRICT R:ay:rnnrrA;;�.IMr3 EDWARDJ. WINNER DATE CITY ENGINEER Af ].T.F.lY:FLT.IIil�M:LSdFYIq:Ltl IN: %i \YLLH,'.`�y?alal "KYI -ilia BEEN SUBMITTED TO STNED: `CNN (V/OHNP. FKANOI EGNO: IM UP, MiE: SIGNED: VOW. SILELLY RENO: 41851 EAR, DATE: 123148 wok nNE4,90 MOSES HNC 5141 PALMER PONY GWLSBADMRNIO FIE (IBO)43BSfm BLO WORKS �J DATE: /.Ti •/1 PUNNING L._� R.OE NO.: BDASB REV EWER TY(�F GUWSON cve. ,enu,P PRINCIPALLY WINS PREVALENT WRNN NQ. PLANNING DIVISION APf ROVED BY, LOUD DI STRICT EVER PRIORITY STORMWATER TREATMENTFACXMES TO BE MAINTAINED BY DANFLOIT _- C30 S4--" RCE DATE R:ay:rnnrrA;;�.IMr3 EDWARDJ. WINNER DATE CITY ENGINEER Af ].T.F.lY:FLT.IIil�M:LSdFYIq:Ltl IN: %i \YLLH,'.`�y?alal "KYI -ilia BEEN SUBMITTED TO STNED: `CNN (V/OHNP. FKANOI EGNO: IM UP, MiE: SIGNED: VOW. SILELLY RENO: 41851 EAR, DATE: 123148 wok nNE4,90 MOSES HNC 5141 PALMER PONY GWLSBADMRNIO FIE (IBO)43BSfm BLO WORKS �J DATE: /.Ti •/1 PUNNING L._� R.OE NO.: BDASB REV EWER TY(�F GUWSON cve. ,enu,P PRINCIPALLY WINS PREVALENT WRNN NQ. PLANNING DIVISION APPLIED SOIL OR LINER MY SITE ADDRESS 1509& 1513 ENCINITAS BLVD ENCINITAS, CA 9M24 AM: 2955625, M LEGAL DESCRIPTION VICINITYMAP PARCELS 1 S 20FFARML MM 156" MIS FOR LOTC'ONSOLIM LION REFER TO CERTIFICATE OF COMPLANCEUOC.NO RECORDED OWNER'S STATEMENT FOR SWPPP PROJECTS INTNECASEWWWICRAPROIECTPROPOSESUNDDITTURSAACEOFONEACREMR ,MADp1T CERTBTCATIONWRLEEWI MWOMVER/ DEVELOPER SHALL EXECUTESTATEMENTBELOW INAMTYON MEwOEWWDANOwIBBEOUEWO R(S)OFANYPoRTIONXF PROPERTYCOVERFDBYMSGP W PUN W. 141156 AND BY SWRCB NO..RPAJOSVOH AND ANY SUBSEQUENTAMENpNENTS WEN SHALL COMPLY WITH THE SPECIAL PROWSIONAS SETFORMN SECTION CSI OF SWRCB W. RP1w000Oi Wmo# 1 37C 36 SM,NAYURE ANTE: •/ •/ TITLE PRIMED MME EABOVE PERSON DANFLOR COMPANY STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES MAT TE WORK PERFORMED BY THE EMWEER SHALL COMPLY IMTH THE GENERALLY ACCEPTED STANDARDS AND RACiOESOFiNE ENGINEERSTRAEON PROE$TION. MEENGWEERFMWRAGREESTRAT iEWORKPERFONMEDNEREWSHALL BEWACCORMAOEWTTH AGREES TMI A REGIILATHE REQUIRED BY RE WD BY ENCINITAS, TO TIE EXTENT TINT RE ENGINEER CONTROLS SUCH PERFORMANCE THE ED BYW ENGINEER ISM, PETERMIAORREVIEW CITY EN THEf CITY HE TEHNICALBWRS CAGY ORMQNCYO ENTRY FOR THE PLANT PREPARED BYTE SHOWER6NOTA EiERwMIK1N BY THE CItY EENGMTM Of THE TEGNSGWS U: FIOIENCYOR PDEQUACYETHE PLANS ORESONAND IT WREFORE ONESNOT RELIEVES ENGINEERAREASAND In FDICTE PLANSONND EMPLOYEES FROM IENTS&15ED THEREON THE ENGINEERAGREES TOLELYFRM AND HOLD HARPIES THE CmOF EM:INI iM AND IT OFFICERS AGENTS AND EMPLOYEES FROM PROPERLY MANGE OR BOXY INJURYMEWG SOLELY FROM THE AEGLIGENT MT, ERRORS OR HBSSIONS OF ME ENGINEER AND YTKEAGENTS OR EMPLOYEES ACTING WITHIN TEWUftSE AM) SCOPE OF SIICN AENCYM'D EMNOYMEMANDARISING OM ETNE NORK PERFORMED BYTE ENGNEER [SiH:LF1�I♦a TY�IPG UVAR DATE: L-2E •(9 NSW,URET S AASSWIATS 5EM MYY 107, SUM UITEA SHAW BUCI! CA82075 PX: (838/2585111 SHEETINDEX 1. TIRESMET 1. LEOEMT & DETMS 9S. MOMPUIN B. ECTONS &DETAILS 7 EROSONCONMOLPWN 8. RETANINGMMILPEAN BMP PROJECT STATUS RµOFESS/OA PRIORITY STORMWATER TREATMENTFACXMES TO BE MAINTAINED BY DANFLOIT SIGN DAIEANTE APPLIED SOIL OR LINER MY SITE ADDRESS 1509& 1513 ENCINITAS BLVD ENCINITAS, CA 9M24 AM: 2955625, M LEGAL DESCRIPTION VICINITYMAP PARCELS 1 S 20FFARML MM 156" MIS FOR LOTC'ONSOLIM LION REFER TO CERTIFICATE OF COMPLANCEUOC.NO RECORDED OWNER'S STATEMENT FOR SWPPP PROJECTS INTNECASEWWWICRAPROIECTPROPOSESUNDDITTURSAACEOFONEACREMR ,MADp1T CERTBTCATIONWRLEEWI MWOMVER/ DEVELOPER SHALL EXECUTESTATEMENTBELOW INAMTYON MEwOEWWDANOwIBBEOUEWO R(S)OFANYPoRTIONXF PROPERTYCOVERFDBYMSGP W PUN W. 141156 AND BY SWRCB NO..RPAJOSVOH AND ANY SUBSEQUENTAMENpNENTS WEN SHALL COMPLY WITH THE SPECIAL PROWSIONAS SETFORMN SECTION CSI OF SWRCB W. RP1w000Oi Wmo# 1 37C 36 SM,NAYURE ANTE: •/ •/ TITLE PRIMED MME EABOVE PERSON DANFLOR COMPANY STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES MAT TE WORK PERFORMED BY THE EMWEER SHALL COMPLY IMTH THE GENERALLY ACCEPTED STANDARDS AND RACiOESOFiNE ENGINEERSTRAEON PROE$TION. MEENGWEERFMWRAGREESTRAT iEWORKPERFONMEDNEREWSHALL BEWACCORMAOEWTTH AGREES TMI A REGIILATHE REQUIRED BY RE WD BY ENCINITAS, TO TIE EXTENT TINT RE ENGINEER CONTROLS SUCH PERFORMANCE THE ED BYW ENGINEER ISM, PETERMIAORREVIEW CITY EN THEf CITY HE TEHNICALBWRS CAGY ORMQNCYO ENTRY FOR THE PLANT PREPARED BYTE SHOWER6NOTA EiERwMIK1N BY THE CItY EENGMTM Of THE TEGNSGWS U: FIOIENCYOR PDEQUACYETHE PLANS ORESONAND IT WREFORE ONESNOT RELIEVES ENGINEERAREASAND In FDICTE PLANSONND EMPLOYEES FROM IENTS&15ED THEREON THE ENGINEERAGREES TOLELYFRM AND HOLD HARPIES THE CmOF EM:INI iM AND IT OFFICERS AGENTS AND EMPLOYEES FROM PROPERLY MANGE OR BOXY INJURYMEWG SOLELY FROM THE AEGLIGENT MT, ERRORS OR HBSSIONS OF ME ENGINEER AND YTKEAGENTS OR EMPLOYEES ACTING WITHIN TEWUftSE AM) SCOPE OF SIICN AENCYM'D EMNOYMEMANDARISING OM ETNE NORK PERFORMED BYTE ENGNEER [SiH:LF1�I♦a TY�IPG UVAR DATE: L-2E •(9 NSW,URET S AASSWIATS 5EM MYY 107, SUM UITEA SHAW BUCI! CA82075 PX: (838/2585111 SHEETINDEX 1. TIRESMET 1. LEOEMT & DETMS 9S. MOMPUIN B. ECTONS &DETAILS 7 EROSONCONMOLPWN 8. RETANINGMMILPEAN BMP PROJECT STATUS RµOFESS/OA PRIORITY STORMWATER TREATMENTFACXMES TO BE MAINTAINED BY DANFLOIT W F G LA INACCORNNCE AIM' MAINTEMNCEAGREEMIENTFORPRIV ATESTORMMTERMEATMENT i\• qy 1^yc AND STORMWATER POLLUTKAACONTROL FACILITIES' No. 80356 RECORDEDDN ivt'I 18A Z°`9 ASCO LARET SUITE Exp. 12 /31/20 a C. C.#: ?�- AS DO t#M -OZ o617 i'.IVII- \P L&IMII®ILXW♦LWBPWAXMXBaIANQ BIIRVEYRIW w? CwF y/ll t HlMhwq L0l Bb A sw... IeAA, CA 9]tl! ph 858"M12 I FaMMM12 PARKS AND RECREATION OLIVENHA /N MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEMAPPROVAL OMWD WOX 69" (J6L�Y] /!�y _ 61,19 -ve 511119 SIGN DA R.0 . (4 P' ! DATE SIGN ANTE DMSIONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 1509 & 1513 ENCINITAS BLVD. EDWARD =1 ApN: 259550.25, 26 DATE DAB /�' PLANNING CASE ND; 1807408 /COP /OUP /POW 11 ;TvT/1pT4],T#7 14115 -G �Z' Q y L h g�g5E gtI, U 2 LAID SEWER LATERAL NOTES FOR STAND -ALONE LATERAL PLANS 1. LWDAPPROVAL OF THESE PLANSDOESNOTRELIEVE THE APPLICANT, PRIVATE ENGINEER OF YORK, ORCONTRACTOR FROM RESPONSIBILITYFOR THE CORRECTION OF ERRORS AND OMSSIONSDISCOVERED DURING OR AFTER CONSTRUCTION. 2 ALL DESIGN, MATERIALS ANDCONSTRUCTION WORKSHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICTLWD SEWEI 3. OSHA SAFETYORDERSAND OSHA CONFINED SPACEENTRYREQUIREMENTS SHALL BEFOLLOWEDATALL TIMES IMTHOUTEXCEPPON 4. THECCNTRACTORSHALLIIAVEACOPYOFTHESEAERNOTES2& 3. DOCUMENTSONTHEJOB SITEATALL7IMES. 5. THECONTRACTOR SHALL GUARANTEEAU WORKFORA PERIOD OFONE YEARAFTER THE DATEOFFINALACCEPTANCEBYLWDANO SHALL REPAIR OR REPLACEANY WORK THATMAYPROVEDEFECTNE IN WORKMANSHIPANLWR MATERIALS WITHIN THEONE YEAR PERIOD MTHOOTEXPENSEY L1TSOEWRTOLOUD. 6. PRIOR TO BEGWNINGSEWER WORK, CONTRACTORSHALL SECUREA LAD PERMRFOR CONSTRUCTTONAND SHALL PROVIDEA MINIMUM OF72HOURSNOTICETO LWOPRIARTOCONSTRUCWN. 7 APPROVAL OF THISPL ANSYLWDDOESNOTCONSTITUTEA REPRESENTATIONOF THEACCURACYOF THELLX477ON OF, OR THE EXISTENCEOR NONEXISTENCEOF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WTHIN THELIMITS OFTHIS PROJECT, I ALL REVISIONS TODRAWNGS SHALL REAPPROVED SYTHIELWODISTRICTENGINEERIN WRITM'GPRIOR TO CONSTRUCTION. 9 CONNECTIONS TO EXWnNGSEWERPIPE OR MANHOLES SHALL ONLYBE DONEIN THEDIRECTPRESENCEOF THE LWDINSPECTOR .NEW SEWER SHALL NOT SECONNECTEDOUALLOWEOTOFLOWTOEXISM SEWER UNTIL AFTERFINAL ACCEPTANCEOFALL UPSTREAM WQRKBY THELWTO INSPECTOR, OR ASAPPROVED BYDISTRICTENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATEDATRIGHTANGLES TO THESE6lER MANNUNLESSOTHERMSESHOWNASAPPROVEDBYLWD ON THE PLANS. II A2,WH HIGH 'S"SHALL BE INS CRIBED ON THE CURB FACEATEACH LATERAL LOCATION BY THE CONTRACTOR. 12 A 10 GAGE SHIELDED COPPER WRESNALL BE BURIED OVER EACH LATERAL THE WRE SHALL EXTEND UP TO A I" COPPER TAG TIEDAND SOLDERED TO THE WIRE THE TAG OVER THE SEWER MAIN SHALL TERAOM47E 6 "ABOVE PAVING SUBGRADE WTH FINAL LOCATION JUST 13 ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWYYS 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOWPRESSUREAIR TESTED, AND TELEVISED AT THE APPLICANT AXNTRACTORS EXPENSE PRIOR 70 CONSIDERATION FOR FINAL ACCEPTANCE BY LW) AIR TESTSHALL BE DONEAFTER CONSTRUCTION OF ALL OTHER U17LMES AND UTILITY LATERALS 15. ALL SEWERSAND LATERALS SHALL BE IN PLACEAND SHALL HAVE FINAL APPROVAL BY THELWD INSPECTOR PRIOR TO PAVING. 16 ALL NEWCONNECDONS TO EXISTING SEWER SHALL BE U40E TO EXISTING WYES. M40E WTH GASKETED PVC SADDLE WYE OR SHALL EXISTINGSEWER ALL CONNECTIONSNOTMADE TO EXISTING WYESMUSTBEINACCORDANCE WTH LWD STANDARD MMNG S32 17 FORCONNECDONOFNEWLATERALSTOEXISTMGPIPEGREATERTHAN84 NCHWWETERCONTRACTORSH4LLCUTINANEWWYEPER ABOVEOR MAYUSEA SUITABLYSIZEOROMAC STYLE"CB' SENERSADDLE PER STD DWG, S32 18, IFNECESSARYOURING THELATERAL CONNECTION WORK UPSTREAMFLOWW THEEKISTINGSEWER SHALL BE TEMPORARILYPLUGGEE 19 20 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPEAND WYES MAY BE USED TO TIEJN TO EXISTING VCP PLAIN END VCP TO VCPA ROM40 INDUSTRIES, INC STYLE 501 COUPLING OR EQUAL SHALL BE USED i A ROWC INDUSTRIES, INC STYLE RC 501 REDUCING COUPLING WTH MATCHING INVERTS, ORAPPRO GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BE SHALL BE DUCTILE IRON PERASTMA536, GRADE 654512 AND SHALL BE PROVIDED WITH 16 MILS FUR TO THE TYPE OF CONNECTING PIPE GASKETS SHALL BE SBR PER ASTM 02000 MBA710, COMPOUNDS ALL NUTSANO BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 21. FOAL APPROVAL OFPLANS SYDISTRICTENGINEER IS VAUDFORA PERM OF TWENOTTOEXCEED SITE NOTES: 1. EXISTINGSURVEYMONUMENTSTOBEPROTECTEDINPLACEIFMONUMENTISOISTURBEDOR DESTROYED, ITSHALL BEREPLACED BYA LICENSED LANDSURVEYORANDA CORNER RECORD OFSURVEY SHALL BE FILED WTH THE COUNTY 2 NO GR40INGSKALL OCCUR OUTSIDE THELIMITS OF THEAPPROVED GRAOINGPLAN UNLESS PRIOR WRITTENAUIHORIZATION IS OBTAINEDFROM THECTTYAND THE OWNERS OFANOTHER AFFECTEDFROPER77ES 3. ALL EXISTING STRUCTURESAND WAILS WTHIN THE PROPOSEDDISTURSEDARE4 TO BE DEMOLISHED UNLESS OTHER W SE NOTED. 4 ALL EXISTING TREES WTHIN THE PROPOSEDDISTURBEDAREA TO BEREMDVED UNLESS OTHERWISE NOTED. 5 ALL UTILITIES SHOWN HEREON PER BESTAVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EVACTHORL0NTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFYENGINEER OF RECORD OFDISCREPANCIES UPON DISCOVERY 6. ALL WA LL SUBDRAINS SHALL BE INSTALED PER RECOM MENLTATKTN OF THE SOILS REPORT TRIED TITLED "PREL NINA RY GEOTECHNICAL EVALUATION, PROPOSED DEVELOPMENT, 1505 ENCINITAS BOULEVARD, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA 91024" PREPARED BY GEOSOILS, INC, WITED NOVEMBER 20,2017, W. D. A735B-ASC 7 84CKFILL WTHIN THE INFLUENCE OF THE EARN SHALL BE TWO-SACK MIX OF SLURRY(AWN)OR PER RECOMMENDATION FROM GEOTECHNKAL ENGINEER. CHANGENO. SPECIAL INSPECTION NOTE: NOTE: SPECIAL INSPECTIONOF THEBMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE STAN OFCALWORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL HE SUBMITTED WITH THERMAL GRADING CERTIFICATION TO THE ENOWEERWO DIVISION VERIFYING THE SIZE AND DEPTH OF THEEXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTHANDMATERAL, STORMDR41N PIPE, OVERFLOW, AND OVERALL FUNCTION OF THEFACILITIES PER THEAPPROVED GRADING PLAN. THE INSPECTIONREPORT SHALL INCLUDEANYPERTINENT INFORMATION INCLUDING MATERIAL REGENTS, SURVEYDATA, INSPECTIONDATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORTIS ONFILE WITH THEENGINEERINGDIVISION PREPAREDBY DA TO EXISTING Wulf P, GAS J -�" M4WPER.CG1477 EXISTING LIM) 12' VCP SEWER EXISRNGW'SDW MAIN PER COUNTYOFSAN WATERMAWPER DIEGO DWG IN 28481 1962 -100 WO EXISTING 12-OMM WATER MAINPER55154-10 TYPICAL SECTION - ENCINITAS BOULEVARD NOT TO SCALE STEEL BOLTAND NUT 6 "INFLOWPIPE NEOPRENE WATERPROOFHEADWALL GASKET ISK '0 RIFICE PLATE R / (PER DETAIL TO INSTALL 11 "PVC STORMDRNN PIPE; RIGHT) INFLOWPIPE(8' PROPOSED CONTOUR LINE PERFORATED ORIFICE(SIZEAND �IEPERDE7AIL PVC SUB- DRAIN) INSTALL SECURITY DATE PERSEPARATE 2750DIAMETER THISSHEP LOWFLOWORIFICE TYYTOPOF WALL / AT FINISHED / PROJECT GRADE SITE '4 "ATRIUM / �I GRATE / ' 3 REPRESENTS REPRESENTS BVVESOTTOMOF MSHED EKISTtNG GRADE WALL AT FINISHED GRADE CRUSHED PROTECTEXISTING GRAVEL DITCH DR - M. IN. PCCSIDEWWLK 3S3 1 -- &PLACE SDR -35 MIN_ . '� d "FRENCH GRAIN JI'✓ PROTECT - - - SUBDRAINPER EXISTING POC RECOMMENDATIONOF CURB &GUTTER ILL)_ - III GEOTECHNICAL REPORT &PLACE IF= TOP OF FOOTING - EXIS77N330 "SDWDWATS? PER -- CONSTRUCT MASONRY MAINPERTM2840-i PLAN I -- RETAINING WALL PER DETAIL SHEET 8 TYPICAL DETAIL - RETAINING WALL DRAINAGE NOT TO SCALE ATTACH TO INSIDE OF STORM DRAIN STRUCTURE IN FRONT OF SUSORAIN OURET ATTACH WITH TAMPER PROOF ROL TS A T EACH CORNER, TY3.;3M "DNA (TYP) ORIFICEPLATE 1'X 1'SQUARE, ANN, 114 INCH THCKSTEEL PLATE. HOTDIP G4LVANIZEAFTER FABRICATIDNAND DRILLING ORIFICEAND FLANGE CONNECTIONTO CONCRETESHALL SE FILLED WTH 30 DUROMETER NEOPRENE RING TYPICAL DETAIL -FLOW CONTROL ORIFICE PLATE NOTTOSCAtt L 3'HX 18"WSLOTORIFICETOAUDWFQR I00YR WE PRE -DEVELOPED FLOW, TOTAL OF 3 SLOTORIFICES, TO BE CONSTRUCTMODIFIED STRAIGHT DISTRIBUTED ON FACE OF SQUARE RISER STRUCTURE TYPEA HEWWILL(HJ 11',, L =5) INSTALL 36"X36"BROOKS 1 PERSORSOD -30; BOX WITH ORATED INLET,' T&2273 TG--22705 2 " LAYER OF 1 TW@FG-225.B IE 21330 HARDWOODMULCH ( I JF TF =222.5 1 - - -._ _ - -- --- - -- -- - --- --- 'O PVC, WATERPROOFHEADWALL CONSTRUCTMASONRYRETAINING WILL WTHA INSTALL 11 "PVC STORMDRNN PIPE; PROPOSED STRUCTURAL WALL PROPOSED CONTOUR LINE VG9 CODED ME. 22 ' INSTALL SECURITY DATE PERSEPARATE :NIECE INSTALL CUNB OURE70N INSTALL 6' PVC STORM DRAIN PIPE IIIII�I CONSTRUC7PCCHEADWILL SORSDD34 15 %PERSDRSD D -25 III- INSTALL CURB OUTLET 11111— SAYGUT, GRIND& OVERLAY DATE \ , LI f N 11 =11111 CONTROL ORIFICE PLATE PER DETAA THIS SHEET 8"X28"PCCFLUSHCURB OR DEEPENED G7 CURB VOID FILER4m TOO' "(NO..8) APPROVEOPERVIOUS AGGREGATEINVOIDS PAVERSWMIN'¢ "VOID BEDDING COURS&2' THICK GFj' TO{ ^(NGRAGGREGATE A, CHOKER COURSE< "THICK OF}" 3 T03y' (NO. 57) CRUSHED ROCK MIN, 6 "THICK OFI "� CRWHEDROCK SOIL SUBGRADE u I I 1 1 1 I (�' •. 30 MIL. WSOVEEN LINER TO EXTEND 12 INCHES VERTICALL Y SEL O W CRUSHED ROCK LAYER NOTE' - ALLAGGREGATEMUSTBECLEANIWASWOAND FREE OFFINES (SAND, SILT ETC) -THE PAVERS SHALL NOT SE SEQ ED ONCE THE VOIO FI L L ER HAS BEEN ADDED - EACHCOURSESHALLSEWBRATORYCOMPACTEDBEFOREPLACEMENTOFNEXTCOURSE - NOWPERVIOUSLINER ORFILTER FABRICIS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOILSUSORAIN MAY BE RS TYPICAL DETAIL - PERVIOUS PAVERS NOTTOSCALE III I1 ICI 1LI I_I TEA II I I_- IIIIII 1 �I 1 1� �1�IfL1111 1111 11— II I' ii -- ) L EL=223MOF64SIR - EL =223.3 INSTALL 6" PERFORATED PVC UNDER 6"PERFORATED PVC PIPE WTN ALL275°HMPSRED DRAIN PIPE PIPE TO RUN LENGTH OF FILTER FABRIC PERFORATIONS LOWFLOWORIFICE HWPBASINANDCONNECTTO AT THE INVERT; IE =223. So IE--223:55 BROOKS BOX AT ORIFICE PLATE AT ONECONNECTIONPOINT TYPICAL SECTION - BIOFILTRATION BASIN r NOTTOSCALE C DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESCRIPTION: CONTROL POIN7S1028 LOCATION. ASTD WELLMONUMENTWDISKSTAMPED "LS5663" TYLERGLAWSON DATE EREE AT THE CENTERLINE INTERSECTION OF TURNER AVE AND SHEILDSAVE RECORDFROM' ROS/BH8 EDWARDJ WAIMER DATE ELEVATION' 250.481' DATUM: NAVOW CITYENGINEER IucPCrrna MAINPER5515A40 N INSTALL PRIVATE 64 PVC FIRESERVICELINEPER OMWO B43 &C-13 RECYCLED MATERIAL) EXISTING ROAD 38" WA TER MAIN PER 1110324M DETAIL - UTILITY CROSSINGS NOTT SCALE MR E Ryi ENGINEERING ./J/ti 300L THICKWSQUEEN LINER OR PER GE07ECH RECOMMENDATION �- 18' LAYER OF ENGNEERED SOIL; MMULIMINFILTRATION RATE OF S INCHES PER HOUR; SEENOTEBELOW 3" LAYER OF PEA GRAVEL 'BIOFILTRATION "ENGINEERED SOICLAYER SHALL BE MINIMUM WDEEP"SANOYLOAM"SOIL KK MTHHO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN65 %SAND, 15 %COMPOSTORHARDWOOD MULCH, AND 20% TOPSOIL °314"CRUSHEDROCKLAYERSHALL BEAMINIMUMOF E BUTMAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL LEGEND REM SM. DWG. SYMBOL SUBDIVISION BOUNDARY ADJACENTPROPERTY LINE/ RIGHT-OF -WAY PROPERTYSETBACK CENTERLINE GFROAD EXISTING EASEMENT GR40ELIANTLINE PROPOSEOROLL- UPDOORS PROPOSEOFLOWLINE CONSTRUCTB"PCCCURB SORSD GOf CONSTRUCTS" PCC CURB GUTTER SDRSD G-02 CONSTRUCTMASONRYRETAINING WILL r -� ID PROPOSED STRUCTURAL WALL PROPOSED CONTOUR LINE III I1 ICI 1LI I_I TEA II I I_- IIIIII 1 �I 1 1� �1�IfL1111 1111 11— II I' ii -- ) L EL=223MOF64SIR - EL =223.3 INSTALL 6" PERFORATED PVC UNDER 6"PERFORATED PVC PIPE WTN ALL275°HMPSRED DRAIN PIPE PIPE TO RUN LENGTH OF FILTER FABRIC PERFORATIONS LOWFLOWORIFICE HWPBASINANDCONNECTTO AT THE INVERT; IE =223. So IE--223:55 BROOKS BOX AT ORIFICE PLATE AT ONECONNECTIONPOINT TYPICAL SECTION - BIOFILTRATION BASIN r NOTTOSCALE C DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESCRIPTION: CONTROL POIN7S1028 LOCATION. ASTD WELLMONUMENTWDISKSTAMPED "LS5663" TYLERGLAWSON DATE EREE AT THE CENTERLINE INTERSECTION OF TURNER AVE AND SHEILDSAVE RECORDFROM' ROS/BH8 EDWARDJ WAIMER DATE ELEVATION' 250.481' DATUM: NAVOW CITYENGINEER IucPCrrna MAINPER5515A40 N INSTALL PRIVATE 64 PVC FIRESERVICELINEPER OMWO B43 &C-13 RECYCLED MATERIAL) EXISTING ROAD 38" WA TER MAIN PER 1110324M DETAIL - UTILITY CROSSINGS NOTT SCALE MR E Ryi ENGINEERING ./J/ti 300L THICKWSQUEEN LINER OR PER GE07ECH RECOMMENDATION �- 18' LAYER OF ENGNEERED SOIL; MMULIMINFILTRATION RATE OF S INCHES PER HOUR; SEENOTEBELOW 3" LAYER OF PEA GRAVEL 'BIOFILTRATION "ENGINEERED SOICLAYER SHALL BE MINIMUM WDEEP"SANOYLOAM"SOIL KK MTHHO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN65 %SAND, 15 %COMPOSTORHARDWOOD MULCH, AND 20% TOPSOIL °314"CRUSHEDROCKLAYERSHALL BEAMINIMUMOF E BUTMAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL LEGEND REM SM. DWG. SYMBOL SUBDIVISION BOUNDARY ADJACENTPROPERTY LINE/ RIGHT-OF -WAY PROPERTYSETBACK CENTERLINE GFROAD EXISTING EASEMENT GR40ELIANTLINE PROPOSEOROLL- UPDOORS PROPOSEOFLOWLINE CONSTRUCTB"PCCCURB SORSD GOf CONSTRUCTS" PCC CURB GUTTER SDRSD G-02 CONSTRUCTMASONRYRETAINING WILL (TYPE PER PLAN) PROPOSED STRUCTURAL WALL PROPOSED CONTOUR LINE EXISTING CONTOUR LINE ' INSTALL SECURITY DATE PERSEPARATE BUILXNGPERMIT CURB & GUTTER PER INSTALL 6' PVC STORM DRAIN PIPE INSTALL120PVC STORM DRAINPIPE CONSTRUC7PCCHEADWILL SORSDD34 INSTALL BROSIS BOX INLET (SIZE PER PLAN) INSTALL CURB OUTLET SORSDD -25 SAYGUT, GRIND& OVERLAY INSTALL TRENCH RESURFACING TO CITYOFENCINITAS SATISFACTION OF CITY ENGINEER STANDARD DETAIL INSTALL 6" PVT FIRE SERVICE OMWD B43 A C33 W7HH4CKFLOW CROSSING EXISTING TRANSMISSION MAINS WTHNEWFIRE INSTALL 1 " PVT IRRIGATION OMWO 841 A C -2.1 SERVICE WITH BACKFLCW INSTALL THRUSTSLOCK INSTALL FIRE HYDRANT OM4VD G7.1 INSTALL STANDPIPE PER CONTRACTOR TO FIELD VERIFY DEPTH OF30 "TRANSMISSION SEPARATE BUILDING PERMIT y CONSTRUCTBMPBASIN PERDETAILSHEET2 INSTALL PERVIOUS PAVERS PER DETAIL SHEET2 CONSTRUCTPCCFLATYORK (THICKNESS PER PLAN) EXISTING PCC BROWDITCH EXISTINGWWTERMAIN DEMOLISH EXISTING SEWER MAIN EXISTING WATER METER INSTALLSAND CUSHKIN y OVER EXISTING 30" EXISTINGSTREETUGHT 0FE35/ G L4 TOBEREMOVED 229 — %— X— x__.. - -. d 0 vv— VV _0 — W — W >O4 FRM — W— W- _-_— S __v S —_ C3 O PLANS PREPARED UNDER SUPERVISION OF HECOMMENUtU.. OATE' 6100 NESS OMENS EDWARDJ EXP N01 80358 CITYIEI? j EXP.: TYLERGLANGON 7lJ7/18 DATE DA E7-7 CIYL Fl18MEEPIXp+IAMP PWIMING+NAND BYRYEIYNO Q. wNmtY NlBhwq lBT, MV A, Soho Bn GA 9'1079 fvi� �,� LF CAl1f \ wva.uu I wase.0121 Waang •r ^sue CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. `. LEGEND AND DETAILS F04: 1509 & 1513 ENCINITAS BLVD. �4� i$-c APN: 259. 550.15, 26 WF-1 i' %�Y61 CONSTRUCTNEWPOC ' CURB & GUTTER PER SORSO G2 x SAN DIEGUITO WATER DISTRICTNOTES: CONTRACTOR TO NOT/FYSDWD 48 HOURS PRIOR TO - - -1 _-- CROSSING EXISTING TRANSMISSION MAINS WTHNEWFIRE SERVICE CONTRACTOR TO FIELD VERIFY DEPTH OF30 "TRANSMISSION y _ MAINPRIOR TO THE STARTOF CONSTRUCTION. N DEMOLISH INSTALLSAND CUSHKIN y OVER EXISTING 30" EXISTING PCC SIDEWALKAND CONSTRUCT NEW 0FE35/ G L4 U WATERMAIN PCC SIDEWALK �O "OqP rg-11V PER SDRSDG] PASCO LARET SUITER EXISTING ROAD 30" W47ER w No. 80358 �" E.P. a � & ASSOCIATES M41NPERW087 -7 12/31/20 PLANS PREPARED UNDER SUPERVISION OF HECOMMENUtU.. OATE' 6100 NESS OMENS EDWARDJ EXP N01 80358 CITYIEI? j EXP.: TYLERGLANGON 7lJ7/18 DATE DA E7-7 CIYL Fl18MEEPIXp+IAMP PWIMING+NAND BYRYEIYNO Q. wNmtY NlBhwq lBT, MV A, Soho Bn GA 9'1079 fvi� �,� LF CAl1f \ wva.uu I wase.0121 Waang •r ^sue CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. `. LEGEND AND DETAILS F04: 1509 & 1513 ENCINITAS BLVD. �4� i$-c APN: 259. 550.15, 26 WF-1 i' %�Y61 G G -. Y6� �u+ fA.eAMcN""6.Jr Mw1AFtS'WgA+� AMA G -- °, Rb1wAl AG4E&A REU4tlED '- �= G -F G G -- GAS -- c �,- - .- 22 LAX IS, Iq AS Aoc. Ab- 7A9 - 7110616 EXISTING 10-HP. GAS -' G - f3Q_.1�TR W _. 1 yac rc A14W PER CG 1477 P: v - --'-- G -- Tr Tid ro$�sq. i -� y �LL ENC N/ BOULE _ _ -- - G B _---� _ 2,� TAS Vq � _ _ s- - - -- _ / EXISTING CP STATION Fq7 - S S S - -- 5 r_ S Pa50 /. --� //� m ¢ " TO / _- g-_�'..FS -_ � \ EXISRNG OMWO 17ACP BE PRO TE __ -_ _�--- �_� ---^ // 5 S - �\ 3+50 - WATERMAINPERWO82 -700 m __i� / ��/' �� AA, t= PER Rt}B &7 -- _ EXISTING LAD I2'V.CP./ - W W - W - W � W \� APPROXiAUTELOCA71df OF W W W W - W �_- 7.3 .. \\ SEWER MAIN PER COUNTYOF iii \� MNXOBBiBO PER TM 2840.1 '� -- W S�T288 \ SANDIEGODWGTM2840.f r EXIS ING6"PVCSEAEft _ \ m \ 147 --- -. W IN yd I / LATERAL TO REMAIN: \\ (RIM-2262) EYJS77NG SDVW336 "WATER - W ---- I' \ W .- _____._ \ �flVPERYtU-dT -ICU � TF =1Y1.8 - W -- W -F__ � W -_ � IE MA1N+2H.it N. TWt EXISTINGIANE \\ m .� - ---- W W - -�W__ W \ W --_. 1 FL= 1kYV�?258 STRIPING TO REMAIN \ EXISi1NGTSM"FORTHE W IN I W' - w -�- IN W -- W W W (84Y�EG -�4.1/ '- -_.� \ S��tWTERMNNTOSE W W W EXISTING SDWD 30 "Wi17ER \ W-.-W W,W F 2135 .�jF -1718 EXISTINGPCCCURBS -._- D IN PLACE; STA 46+08 �\ MAINPERWO67 -7 3 3 FL =222.85 -- W..^ W' S7ATKMYNG PER WOAI- flff - -' -- ` �� 3 P T - 4.1 1N -- W - W GUTTERTOREMMN EYJS71NG FIREHYDRANTTO T .8 FL�23.6 �EKISTING PCC R - - W w-- W - W _ R-224. ' QTEDINPLACE S�EWALK EXISTIIVGSTREETL01 0444 `V - Af =JAT,- W OR'ME5041� W FL-223,3 i,ilh) REMAIN ^ SEPR07EMD y.WA"CE EXISTINGPCC W W _,_ W -- W _- 'IKKI&KAORMG .L� EXISTWGPCC W - W - AT VAITER MAW TO BE W-�- SIDEWALK TO T = S' W W- -- -�� PGC SIDEWALK W W TW+T J REMAIN CURBBGUITER VI - Fb785.Q FL =224.8 W �- W W 70 REMMN PER WO)SZ 100 \.� OUTLET roBE IEWT= .1 W -HVY ff9 All - G-1258 S- _ FS= 5 MCC SIDEWALK MVITCHEXISTING EXISTING \' PROTECTED M'PlACE '\ 1 3 i 3 c �� - _ _ 2249 FOR SO AV 30 "WATER MAIN q qL� 7F 2228 DRIVEWAY TO - _ 1. ."�� ! /'. TOBEPROTECTEDIN y FL 235P CURB REMAIN P _. -- m �` (BW®EG -7217) + _ - GUTTERS SIDEWAIX .__ ; TF -2718 I } TO REMAIN - �WCFSIfiT4++97. --' - /FJ85�RNG f8 "C(m5 ___.� -.____ -_ -- IE =2233 �D! N TR4N5 __ I EXISTING 1.S WA ME OUTLET roRL-MM FORMER PPEANDC EANOUi 14 0' _ S87°32' "E 238. K LA - EXISTING TOREMAIN UCTURE PEROWGOI4XI87 -r ;�/ DRIVEWAY _� 64' ,°VI�_EN T TO REMAIN _ - ._ _ _ -, _ _. _- _. _ _ _ 94Sw/F/' 11 e � i s roBE PRO7EC IN ` o - - - ' PROPOSED WATER \ I '64SEMENiro OMWO _ "226 - - _ - - - A PPROXLOCARONOF - -- - A f lj EXISTING EXISTNG7 � 1.1 /RAC W PCCCURBB TO T - GUTTER TO FL 0224.8 - ^° REEEMro OV ED _ , _ �. .- _ � I � \ ' ET D XI SBETIiNG E B,E° R - M ZZS' REWW _ _ _ DRNEWWYOF 12 ADACENT F12252 \\ (ft= 2171) " I T -2291 COLUMN - I - -y - PROPERTY NOT 1 �h I APN: X59- 550-08 z ` A�FG 216.8' (TP < , YSB Z BWQTFS =125 T a 5 1 EXISTING CURB 70BE I I 3 EQNPMENTPER IE =1268 A rc T 2 d 44 -- PROTECTED7NFLACE - - TC= TEPERMII ELECTRIC Mo . e T -2275 s EXISTING WALL EXIS GPARKI 2 A\ 227 4 i = \ (TOP) ROOM .., s ti • I Q IE428.3 _ _ i I TO REMAIN TTO BE 1 \ I Tb I FL =2284 \ TOP OF F- TG -118. ��^-"'- I 1� EXISTI PCC BROW FL -2270 F5 =2295 SLOPE , TIxc fO' \ THr .0 �` IE =2259 `I9 II REMAIN., / I \ FG =228.3 F- 17 I _ -___ / ORl -NAGS \ TW�FG =T29 STAIRWELL O n / ' (µpT - / EASEMENTPERDOC - 18 IM' 8 I I 05'w78�80C. LLABTOF X -��`� APN.: 259 - 550 -25 -00 = ' j APN: 259 - 550 -21 GRADING 1 FLP 84 INSTALL STANDPIPE - ___ -_ -- - ,� DRIVEWAY DF I p _ TN�F 85 ; ! , M=p ADJACENT EKASTI '�-` I FIRST FLOOR FF =229.5 PER SEPARATE BW�FS= 8 f I I.I - B PROPERTY NOT TREE / '�5 5 � BUILDING PERMIT 7 -11. - \ / APART T I TL= 85 28 ° e c 1 I ! -� O) RE VED =1288 DNEOF I SUB- BASEMENT FF =209.5 ' ° / - 90 F -M.0 TWp$Ffi 8. FL =2285 FL =12 E N ROOFABOV� % PAD -208.8 BTF 15i 25% LOCATION OF - /'F d(LNSTRUCT 1J% c 0 0l d / n q 9.4 F5= ° ��, - ° !� ERAS BROWOIT H REPAA IN. FL =7189 LIMIT OF RETAWM'G. / CON TO REPAIR REPIACEANY IN, ! - \\' WALL FOOTING MER 1,I I PORT DAMAGED BY CONSTRUCTION i (F 290) ^ I r� SDRSOC -01 I OWNER TO CCTVEXISTM'G 78" PS70RM I 1 �V'' FG1180 INSTALL BE RI U''ll X A )c I I� 1I / DON PIPE. FMLI DAMAGED �� / /l� - 7.i% ` yt GA U 7 ; L]2-- I /FRX.IS ________._ PORRONTOBEREPLA WTTH18'PVC // q a °e a I o E Lw Jim II=iIii Sim 11=1 oil 1=111 FL 9 CONSTRUCTION NOTES MATCHLINE: SEE SHEET 4 OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES (CONT'D) 6 Q7 INSTALL 38"x36'BROOKS BOX CATCH BASINRISER INLET ®INSTALL GRAVEL (LATCH PER DETAIL SHEETZ ®EXISTING SURVEYMONUMENTTOBEPROTECTED INPLACE ® CONSTRUCTMOMEDHEADWALLPERSDRSDO ,307YPEA' q IFMONUMENTISD ISTVRSEDORDESMOYEDITSHALLBE SEEBNIFILTRARONBASINDETAILSHEETI 16. CQNTRACTORSHALL TIEOFFALL VALVE LOCATIONSAND PROVIDE murrENDIMENSIONS TOINSPECTOR IMMEDIATELY UPON INSTALLATIONOF VALVES. © INSTALL IY TRENCHDRAINAND CLASSC TRAFFIC RATED CAST ®INSTALL 26'IMDE PCC DRIVEWAYPER SORSO G-26 REPLACEDBYA LICENSED LANDSURVEYORANOA CORNER 17 LINEVALVES, WHERE REQUIRED ATSTREETINTERSEC710N5 SHALL BELODA/EDATTHE TEE VIHENEVER POSSIBLE MOId GRATE BY NOS Oft APPROVED EQUAL; PART N0.8438845 RECORD OF SURVEY SHALL BE FILED KITH THE COUNTY ®INSTALL 15 ULON ERIOSOTRYA DEFLEXA CITY STREET GRAPHIC SCALE: 1 " =10' 18, FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICTAND MEE77NG THE DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT (D CONSTRUCT65" THICK PCC DRIVEMSLE PER GEOTECH TREE(5 WITHROOTBARRIER PER SEPAR47ELANDSCAPE w LOCATIMSPECIFIEDBYTHEFIREDISTRIOT. (2) INSTALL 5'XS'MODIFIEDCURB INLETPER SORSD D-02 RECOMMENDATIONS ®CONSTRUCT60PCC CURB PER SORSD GOT; DEEPENCURB PLAN N11R1✓ilE LOO 16""1 }e�� 19 ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND AS NECESSARY TOEXTEND 12"BENE4TH PAVER SECTION 10 5 6 f 0 20 30 " ACCEPTANCEOFTNECHANGE. (3 ) CONSTRUCT 12 "X4" WEEPHOLEIN DEEPENED PCC Gf CURB ®INSTALL 6" FIRE SERVICE WITH 6" DCOA BY AUXINS MODEL ®INSTALL IS" 64GKFLOWPREVEN77ON DEVICE BY WOLKINS "+"P 20 THE WATER SYSTEM SHALL BE PRESSURE TESTED INACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THECLASSOFPIPE PER DETAIL SHEET6 350DA OR APPROVED EQUAL PER OMWD &1.38 C3.3 ®INSTALL IB"X 18"BROOKS BOX STORM DRAIN CLEANOUT MODEL 975WSE PER OMWO C -21 ru °� SHALL RE USEOAS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PPE, VAL VES(CLOSED)AND APPURTENANCES WITH STEEL COVER S X; 21. PIPELINESANDAPPURTEMANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 16NI OF THE OMAD STANDARD SPECIFICATIONS PRIOR TO TIEJN © CONSTRUCTMODIFIEDCUTOFF WALL PER DETAIL SHEETS ®1NSTALLSEW£RCLEANOUTPERLWDS -25; ®INSTALL 30MIL. VISQUEEN LINER; EXTEND 12INCHES OR CONNECTION . ro EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT (9) CONSTRUCT MASONRY RETAINING WALL PER SOR50 C-04 RIW- 2022 ®INSTALL 6 "X2B'PCCFLUSH CURB VERVCALLYBELOWCRUSHED ROCKLAYER ^�E�lgy� 22 CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PUNS MUST PROVIDE POST CONSTRUCTION ® IVIVCUTACPAVEMENTPEROETAA SHEET2 ® SACKFKL WITH TWD SACKMIXOFSLURRY (MIN.)OR PER X40 Yy "fit" VERIFICATIONOFTHELOCATKRANDELEVA770NGFPIPESANDAPPURTENANCES (Z) INSTAL 3'X 0.25'CURS OUREIPER SDRSD D-25 ®INSTALL I" DOMESTIC SERVICEAND METER YMTH SACKFLOW RECOMMENDATION OF GEOTECHNICAL ENGINEER 23 CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT CONTRACTOR SHALL PREVENTION DEVICE BYWILKINS MODEL 97SXL1SE PER OMKV ® INSTALL 6'AREA DRAIN BY NOS Of? EQUAL � n PASCO LARET SUITER REPAIR OR REPLACE ANY OR ALL SUCH YORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN $0 DOING THAT MAY PROVE DEFECTIVE IN ® INSTALL PERVIOUS PAVER DRIVEMSE PER DETAIL SHEETS B- 118C-21 ® EXi STINGUPSTREAMSEAERMANHOLERMIELEVATION � '12/31/20 � &ASSOCIATES WORKMANSHIP AND/OR MATERIALS WI NN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WTHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ® CONSTRUCT 5 "PCC WALKWAY (RIAP226.2) IS LESS THAN THE FIRSTFLOOR ELEVA77ON EAP. 12/31/20 ORDINARY WEARAND TEAR, UNUSUALABUSE ORNEGLECTEXCEPTED, 08 INSTALL SUMP PUMP (D ENSTINGSURVEYMONUMENTTOBEREMOVED (FF= 228.5)OF THE PROPOSED STRUCTURE THEREFORE, NO {Y j} am North lllgha LAND PLANNING Solm, Be"o Ilk 9205 24. ALL IRRKVITIONMET ERSSHN. L RESERVED WRHRECYCLED WATER UNLESS PREVIOUSLYAPPROVED IN MIRNG BYTHEDISTRICT ®CONSTRUCT I'MDEPCC WALKWAY BACKWATER VALVEIS REQUIRED 0 CIVIV \P ph M19.mmNn.q goy er.e,awo. n.ugceswTs 25. ALL BURIED RMAIGSAND VALVESSRML BE WALK TAPE KRAPPED INACCORDANCE WITH OWSTANGARDSPECIFICATIONS. ® INSTALL3 'x5'ROCKRIPRAPPERSDRSDO-00; g7F-G; CpIIF ph M19.238.11212 aeseass.usalals.."hm..n rnm ROCK CLASS: Na 18ACKINGT 1.1 FT * PAIf,N lwa to SE b*ALf WMIb NAAM m PL6t nAAAYARp CHANGENO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS I DESIGNDBY I DRAWNBY I CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO DESCRIPTION CONTROLPOINT #1018 INT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED : AP ED: GRADINGPLANFOR' LOCATION ASTOVrELL MONUMENT W /OISKSTAMPEO "LS56'(:3' ryLERGLAVISON DATE PUBLIC WORKS DATE' %'/ - ?� / 150981513ENCINIUS &VD. AT THE CENTERLINE INTERSECTION OF TURNER AVEANO JESS OVYENS EDWARD J. WMUtl 14115 -G SHEILDSAVE PLANNING R.C.E NO.: 803M APN: 259 - 550.15, 26 RECORD FROM: ROB 18416 CITYENGI E�R EDWARGINEER ER DATE REVIEWER -T /j7 /19 ELEVATION'2SO.I81' DATUM:NAV08B CITYENGINEEft INSPECTOR TYLERGLAW$ON EXP: 17!31!18 DATE 7 PfANNINGCASENO 'f8 -0140R /CDP /MUP /PMW SHEET30F8 PLSA 28Md1 CHANGENO. R .0 cTVEXSn 4 DRAINPIPE FA BI A4MAGED ®INSTALL I "IRRIG1T70NSERVICEANDMETERWRH ® INSTALL 6"X 16 "PCC FLUSH CURB �� PORTIONS TO BE RE PIA WITH IB'PVC JY ® INSTALL CATCHSASINPER SDRSD", TYPEG ®INSTALL3'x S'ROCKRIPRAPPERSDRSOD40, 971 PER OMWO&1. 18 C21 ®54WCUTAC RAVEMENTPER DETAIL SHEET2 ROCK CUSS: ND. 2 HACKINGT 1.1 FT i i xf ®INSTALL GRAVEL ORCH PER DETAIL SHEET2 ®INSTALL T'WIOf PCC DRIVEWAY SDRSD G-74A ® EXISnNGSURVEYMONUMENTTOSEREMOVED ® GSURVE O ROTE IF MO NMNi15 DISTURBED OR DESTROYED ITSHALL BE ® INSTALL 6'AREA DRAIN BY NOS OR EQUAL CONSTRUC75'PCC WALKWAY 10 5 0 REPLACED EVA LICENSED LAND SURVEYOR ANDA CORNER ®CONSTRUCT 7" WIDE PCC WALKWAY Q CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL SHEETS I ExlsnNCPCC a RECOMMENDATIONS GUTTER IN� \`i ® CONSTRUCTS" PCC CURB PER BORST GOf; DEEPEN CURB SEE B/OFILTRATION BASIN DETAIL SHEET2 © RISTALL3 'X0.2SCURBOURETPERSORSOD25 ® INSTALL M FIRE SERVICE WITH B' DCDA BY WILKINS MODEL 3MORAPPROVEDEQUALPEROMMS- 1.3803.3 AS NECESSARY TO EXTEND BENEATH PAVER SECTION (g INSTALL 154,41ON ERpB01RYA DEFLEXA CITY STREET TREE QB INSTALL PERVKXJS PAVER DRIVEA)SLEPER DETAILSHEETB ® INSTALL SEWER CLEANOUTPER LADS -25; RIM=225.2(IE=215 11) (& INSTALL I8'X 18' BROOKS BOX STOMP OWN CLEAIIOLR WITH STEEL COVER (5) PATH ROOTBARRIER PER SEPARATE LANDSCAPE PLAN DESCRIPTION APPROVED DATE BENCHMARK i \ DESIGNED BY i DRAIMNSY4 CHECKED BY: ENGINEERING DIVISION APPROVALS CITYOFENCOVI'TAS -I 1509 A 1513 ENCINITAS BLVD. i SH APN: 259. 550.25,16 LOCATION AST WELLMOkMEN26 LOC.ITION'ASTO. WELL MONUMENTW /DISK STAMPEDYS5383" AT THE CENTERLINE INTERSECTIONOFTU NNE RAVEAND LOSURE IMr. LVITE PLANSPRERIRED UNDER SUDATE IONOF DATE '[' /,(7/ A R.CE NO.: 80356 ^0rTYLER'G'U`W50N EXR: 72/91HB CO III III A�fRfJ JESSE OfffNS EDWARD J. R C11Y NG' i I ' iAIq l i 7A �� DATE GRaoINGwANFOa PUNNINGC4SEN0. 18-014DWCDP/MUP/PMW EX NG PARAVIG TIER G LAWSON DATE ' OTLIGHI � I' a �I RECORD FRO RECORD FROM: ROS 18418 ELEVATION 250.487' DATUM: NAV0.^S CfTYEN JWIMMER DATE CITY ENGINEER i 6 OWNER TO CCTV ExisnN018" DRAINPIPE. 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FIREHYDRANTPER sORSD- AI -f.",&WI Tprzy'o FL =230.3 =290.0 jI 1 v i 0 � o o I f 4 I s INSTALL f SOLURDS W A \/ A A 0 �I ,.n < tINSTALL SECURITY , QATE PER SEPARATE i SUULANGPER_M)T_. --- p D e 0 sue./ j p o 0 D e 0 MATCHLINE: SEE SHEET 3 INSTALL GATE PER ELEVA70RS44FT PER SEPARATE g-`--- °- -- -- APN•2�9- 550 -25 ' _ I_-- � -_____ // SUB- BASEMENT FF =269 "5 PAD =208.8 LEUEL FF ---�__ MGINSLGPEDFF0 1.0% --- 230 -- --- STAIRWELL REMOVEDPERLOT CONSOLIDATION PARCEL MAP , ELEVATOR SHAFT PER SEPARATE \\ SUILDINGPERMP A APN: 259 - 550 -26 I` ®'r 91 m �,oevfcc Mee UISTRI POC GROW DITCH TO REMAIN CONTRACTOR TO REPAIR OR REPLACEANY PORTIONS GAVAGEDBY CONSTRUCTION EXISTMUCUI PROTECTEOMPLACE i o N APN: 1 REPAIR ORREPLACEANY PORTIOASPAWAGED BY CONSTRUCTION 1 N SIN O REMAIN 1 10 %.M F I _ _ e rz��°m3 �l I !r � I - L I CONSTRUCTION NOTES MATCHLINE: SEE SHEET 5 (D INTALL36 "x36"BR00KS BOX CATCH BASIN RISER INLET (2) INSTALL SUMPPUSW ®INSTALL I "IRRIG1T70NSERVICEANDMETERWRH ® INSTALL 6"X 16 "PCC FLUSH CURB 94C) PLOW PREV ENTION DEVICE SY MANS MODEL JY ® INSTALL CATCHSASINPER SDRSD", TYPEG ®INSTALL3'x S'ROCKRIPRAPPERSDRSOD40, 971 PER OMWO&1. 18 C21 ®54WCUTAC RAVEMENTPER DETAIL SHEET2 ROCK CUSS: ND. 2 HACKINGT 1.1 FT Q INS7AL15'x5'MODIFIED CURB INIETPER SDRSOD02 Q CONSTRUCT 12'X4' WEEP HOLE IN DEEPENED PCC GI CURB PER DETAtt SNEE76 ®INSTALL GRAVEL ORCH PER DETAIL SHEET2 ®INSTALL T'WIOf PCC DRIVEWAY SDRSD G-74A ® EXISnNGSURVEYMONUMENTTOSEREMOVED ® GSURVE O ROTE IF MO NMNi15 DISTURBED OR DESTROYED ITSHALL BE ® INSTALL 6'AREA DRAIN BY NOS OR EQUAL CONSTRUC75'PCC WALKWAY 10 5 0 REPLACED EVA LICENSED LAND SURVEYOR ANDA CORNER ®CONSTRUCT 7" WIDE PCC WALKWAY Q CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL SHEETS ® CONSTRUCT5 .5'THICKPCCDRIVEAISLEPERGEOTECH RECORD OFSURVEYSNAIL. 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AND 6Yevnlx0 p 4)E CIVII „ate PCCDRIVEWAYPER IN PVC _ __ L I S - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. SOILS ENGINEER SERVK:ELINE 14115-G !_ I BASEMENT —� (� ��— CONSTRWT56"THICK RECOMMENDATION -- FF 109.5 _ PCCORIVEWAYPER I 1 I (III =1088 _ I I SOILS ENGINEER ....PAD _:..::. BASEMENT __ -I RECOMMENDATION =- PAD=208.8_. CONSTRUCT PCC CURB PERSORSOG-01 TC =231.3 FL =230.8 APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESCRIP77ON: CONTROL POINT0101B LOCATION: A STD WELL MONUMENT W/DISK STAMPED 'IS 5663" MERGLAW50N DATE PUBLIC NORM AT THE CENTERLINE INTERSECTION OF TURNERAVEAND SHEILDS AVE PLANNING RECORD FROM ROS 18416 EDWARD MMMER DATE REVIEWER ELEVATION: 250481' DATUM Ill CITYENGINEER iNCCCrTm SECTION D NN 6T TOSCALE .7 aP DASHEDLINEOREPRESENTS APPROXIMATE LOCATION OF ri _ EXISTING GRADE III_ IIII —. TWt235.3 f C TWOEGI2350) ) pd Id TF.B i PCONSTR'UC'TMASONRY EXISTING PCC BROW DITCH TO REMAIN ISTALL WALL INAGE PER DETAIL HEET2 RETAINING WALL PER DETAIL SHEET 8 CONSTRUCT55 "THICK PCCORIVEWAYPER SOILS ENGINEER RECOMMENDATION f' STORMDRAINPIPE (SIZE PER PLAN) APPROXIMATE GRADEATINVERT PCC CUTOFF WALL THICKNESS DEPTH =1' TYPICAL DETAIL - MODIFIED CUTOFF WALL NOTTOSCALE uWNBY CHECKED BY. .I ENGINEERING DATE' Joel JESS�DWENS 80358 lEft GlAWSON EXP; IXII18 DATEJ -;z EYJS77NG PCC BROW DITCHTOREM4IN DASHED UNEREPRESERTS APPROXIMATE LG GRADE — OFEXISRNGGRADE TC =125.8 FLT 37ALL PERVIOUS PER DETAIL SHEET2\ I III (III ( — �L. 1/ INSTALL 30MIL 2E LINER; EXTEND 121ACH1NCHES VERTICALLY BELOW CRUSHED ROCKLAYER INSTALL 6 "PCCCURS PER SORSOG0I;DEEPENAS NECESSARYTOEXTEND BENE47HPAVERS CITYOFE SECRONS AND DETAILS FOR. SECTION C NOT TOS E (R4@EG-2370) Bt4k229.8 p TF=2283 I INSTALL VV4LL DRAINAGE PER DETAIL SHEET2 CONSTRUCTMASONRY RETAINING WALL PER DETAIL SHEET 8 ISTFLOOR:' FF= 229.5 '. BASEMENT BELOW FF =2095 — 1 IIII ' illil — INSTININGW U.P RETAINIC PER APPROXBLITELOCATIONGF -03 SORSD C -03 PROPOSED PRIVATE fr PVC STORMOPAINPIPE IE =2159 gmg dd SECTION E NOT TO SCALE ¢ x y LL QROFESSLD,� G LA (� n "� �Iy ` he�O = PASCO LARET SUITER No. 3 Exp 12//311// 20 . & ASSOCIATES L FIgIMEERIIxI ♦ IANO euxxixn . AND 6Yevnlx0 p 4)E CIVII „ate !]I Nl NIxhxeT 101. ad A, Salw Bal G 93075 yy�gy,uL3l Mese.m.5sul ".x4* O CAl \F S - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. 150915 1513 ENCINiTAS BLVD. 14115-G APN: 259. 550.25, 28 PMw SHEET 6 OF 8 PLBA 2808-01 s I 1 i 1 B 1 \ i \ I SECTION D NOTTOSCALE SCALE: 1" = 30' 30 15 0 30 BO 90 STORMNWTER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTM77ES /CONTD FROM SHEET 1) O*G7E CONSTRUCTION MATERIAL STOWAGE STORED MATERIALS SHALL SE CONTAINED WA SECUREPIACE TO PREVENT SEEFAGEAND SPmAGE. CONTRACTOR SIALL STORE THESE PRODUCTS WHERE THEY MU, STAY TRYOUT OF THE RAW. CO CTORSHALLPRO SECONRWI'COMAWRENTFMR FUH.STOREDONSRE a UMTEORREDUCEPOLLUTIONOFSTORGIWTERFRMSTOC {9ttESKEPTONSYTESR) MESWY INCLUDE SOIL, PARING MATERMLS ASPHALT CONCRETE A0GREG4TE BASE ETC. STOCKPILES SNALL BE LOCATED AMY FROM CONCENTRATED STOR"MR STORMWATER FLOWSAND STOW DRAW INLETS STOCKPIES SHILL BE COVERED OR PROTECTED WRH SOX STABILQATKW MEASURES AND PROVMED WATH A TEMPORARY SEDIMENT BARRIER AROUND THE PERWEIER AT ALL TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES STALL SEAVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OwwR(GAND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORSABOUTSTORMWATER REOUIREMENISAND THEIR OWN RESPONSIBILITIES. WWSTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLYDISPOSING OFAU WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLYPROHIBITED. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMSOKES SWILL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. OIWPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LADS SHALL REMAIN D.OSEDATALL TIMES. DUMPSTERS WRHOUTLIDS SHALL BE PLACED WITHIN STRUCTURES WTTHIMPERVKKIS ROOFING OR COVERED WITH TARPS INORDER TOAVOID RAIN CONTACT WIMANY MSHU47ER14L AL4NYCONSTRUCTONMATERIALS, INCLUDING SOLVENTS, WATER-BASED FAINTS, VEHICLEFLUM BROXENASPH4LTAND CONCRETE, WOOD, AND CLEMEOVEGETATIOMCM BE RECYCLED. NONRECYCLASLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE H47ARDO4S WASTE HOTLINE TOLL FREE AT (&00)7141155 FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (780) 4364151. POLLUTANTSSHALL SEKEPTOFFEXPOSEDSURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THESITE. PORTABLE TOILETS MUST BE IN GOOD WORKNG ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM SIORMDR41N INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND S70RMDRAIN, CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAMEDAMY FROM CONSTRUCTION SIZE FOR MORE INFORMATION ON STORIMATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760)63M2770. G4PBERYEENBAGS ACTSASSPILL MY AREA OF 1❑ 0 0 0 0 )LAYERSOFGRAVEL RAGS mTHENDS EROSION CONTRO CONSTRUCTIONENTRANCE PER OFTAILA GRAVEL BAGS PER DETAIL 8 SILTFENCE F78ER ROLL PER DETAIL HYDROSEEDING DETAIL B: GRAVEL BAGS NOT70 SME lim7wxxxxxxxixxxv kh 1 y �FISERROLL� K y y y y y ,y SPAOING MEASURED ALONGFACEOFTHE y SLOPE VARIESPER TABLEBEOw INSTALLAFIBERROLI NEAR SLOPE MERE ITTRAN SITONSINTO TYPICAL FIBER ROLL INSTALLATION ASTEEPER SLOPE .I. NOTTOSCALE a 53 I &CPE JL �FlSERROLL 50'MIN" 3'TO 6' COARSEAGGREGATE 12' OWN PROFILE EXISTING GROUND GRNE ISLE J 16MIN PUN PROMEAPPROPRATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RmHT #. WAY DETAIL A: CONSTRUCTION ENTRANCE NOTTOSCALE FIBER ROLL SPICING TABLE (PLACED ON LEVEL CONTOURS) SLOPEINCU ITON HORIZONTAL INTERVAL 4:1(NV)ORFLATTER MFEET(AMXBRW) BETWEEN4:1Alm 2.1(N 15 FEET(AWXWUM) 2:1 PH: V) OR STEEPER 10FEET(MUMN) DETAIL C: FIBER ROLLS NOT TO SCALE NOTE: CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS NECESSARY TPAPPIAGDEVICE c� y Q y aQ Lj 2 m NR Vyi y ` G CAL@ EF! RET SUITER & ASSOCIATESD n xnlm. "No InNEYING SU U B Baal. CA 93075 '9.!I CHAEND. NG DESCRIPTION APPROVED LATE BENCHMARK AS- BUILTAPPROVALS _ sIGNEDeY. D cHEItA. : ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UIW LAWer DEBCRIPImM: CONTROL POINTS1028 LOCATION: A STD WELL MONUMENT WIDISKSTAMPED°LS 5683° AT THE CENTERLINE INTERSECTION OF TURNERAVEANO INT. DATE PLANS PREPARED UNDER SUPERVISION OF 6_��(., DATE' �F!'Q �%_ R.GENO.: &0356 �°V MERGUWSON EXP.: 12131116 RECOM ENDED: APP VE ,JI} /Lwv %°.w�A— JESSIbWENS EOWAROJ. W CITY � DATE I �t� DA EROSK)NCONTROLPLANFOR: 150941513 ENCINITAS BLVD. APN:259550.25,25 PUNNING CASEN0: 18014DWCORMUPIPMW 14115 -G PUBLKV�KS TYLER G LAWSON DATE PLANNING SHEILDSAVE. RECORDFROM:8QL2 8 ELEVA77ON: 256481' DATUM: NAVD68 EDWARD J. MMMER RATE CITYENGWEER REVIEWER INSPECTOR SHEET7 OF PLSA2806-01 c� y Q y aQ Lj 2 m NR Vyi DETAIL 1,- ORCO Z -0" TO 9'4' HIGH RETAINING WALL WITH 2:1 BACKFILL SLOPE �fII CRIIERTAF5P A16 ®C ABLE50IL B61FLVG PRpSMf PoRIibn3= WPO' PLR SORSPEA 2 EQWNB?R E O 2:] BIXLL aO=a N3C S RT . 3. auowAR.EUrowL an�rvEVnTSwRC= zsorrFMnnrs ;PExsonsAEroRr. L $PQC -I SL ACtFiLPATHAY =W%. s. WWTSIRNW'M +IWO/R ®1B MYSe RQM1YLIPQNGST£El: GQ4CE W. a PARTxrsTOerrcrFarnicw =a.urcasonsasner. s. zanPmaasamraxoxESRRSTAIACRr- sanAL INSVCC�rrn'REpnxm. k axa¢arrt4T- S' rzP �8 I Vf 3g �!E 1r- .ucswomztsrtw FDOWEL $ eau awxrwm¢aa H' -VERT 9 eaAN K' g afraaaar.orr- Z% 6@ � I WA CA maxaa a3rto "ac - k rtmr.ro - �� r- 1mYwxaa MNA? rf1R 9 -IXR I zrG XR. BITOE R.VMaWI10V D• I T I I "��" HT A' S' I 'C' I Vf I E' FDOWEL G =VERT H' -VERT TDOWEL K' T" Z% T% I WA I WA I fr i lam. i ici3i�� o "ey WA WA WA WA r% 74r WA WA r Zr af(4lr lj4l' WA WA �E 4- fY S4' 3'4• WA WA 1% r4' MRm-ac 4i4Y WA WA A p t 4'4' 4' -0' WA WA rJ' Sa• 'r W WA WA 1P �r f% 1r D.''O RECORD FROM: ROS 18476 RECORDIFROM. R ELEVATION: 250.481' DATUM: NAVD86 EDWARD J. WIMMER DATE CITYENGINEER REVIEWER ,j EET8OF8 O'O 4'4' 4'4• WA WA I'A' 53' Ngfr �J''r WA WA AR1r �I- Y' -r fY %I IY3 rtmr.ro - �� r- 1mYwxaa MNA? rf1R 9 -IXR I zrG XR. BITOE R.VMaWI10V D• I T I I "��" HT A' S' I 'C' I Vf I E' FDOWEL G =VERT H' -VERT TDOWEL K' T" Z% T% I WA I WA I fr r% Af°'f•OC �xr m WA WA WA WA r% 74r WA WA r Zr af(4lr lj4l' WA WA WA 4- fY S4' 3'4• WA WA 1% r4' MRm-ac 4i4Y WA WA WA p fY 4'4' 4' -0' WA WA rJ' Sa• 'r W WA WA 1P �r f% 1r D.''O RECORD FROM: ROS 18476 RECORDIFROM. R ELEVATION: 250.481' DATUM: NAVD86 EDWARD J. WIMMER DATE CITYENGINEER REVIEWER ,j EET8OF8 O'O 4'4' 4'4• WA WA I'A' 53' Ngfr �J''r WA WA AR1r �I- Y' -r fY 54' 34' r% WA 1'% 3% YOfrocTj 4r WA 4405rOL mAfr 'r r% fr rd• 34• 2% WA ra' dn• +4ow'ac °f• WA a Ov sore• sF- r% 1r SA' 4L' 2% WA Y3' 44• 44�6C 4r WA plrae sepfr a N. 3'-r fr 4'A' r% WA rb' S% MM'aL 141• WA Ap w 44frecrc F- 3'-r 1r lr4 4% 2% r% r4+• sa• argroc�j aeroc a frac a'efr �r- r4• 1s 4% r% 2% ro• e% Npr= wRroc 4fofroc itlQ1r w• w 4% r% Y% r% r4. ' Oo ,j r •� 1r�, ws,rac a,• > r s•4• 1s SPECIAL INSPECTIONN07E: PROVIDE LEVEL BSPECIAL INSPECTION PER 7M5402- 131AC1530- 131ASCE 6 -13 TA&.E3.1.2 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE 5 THE PROPER SIZE WITHOUT OBSTRUQION OTHER THAN NORMAL MORTAR FINS. LEVEL SQUALITYASSIARANCE 0FM4SONRY57EM PER TABLE3.1.2 (TMS 402- 131ACI53S- 131ASCE 6 -13) IN9PEC mTASV T AEQUENeY OF INSttx-RaY CGYRM1N.tlI/S OUANG TASK PERIODIC DDarxG ram 1. VERIFTfAM JANCE WIRITHEAPPROVED wBMrlTaLs cwNOENO. X 2. ALLOW RYCgVSTRUnRAFZ8D raLOwmGSWUL � vawEED ro EIRE crminlar,� DATE BENCHMARK mavRnwus OFSPEPREPAREDMORTAR. X COYSTRlKTZON O£MLRTAR JOIl4i5. CHECXEBBr X LOGTmN OF REINFOR(FMENT. X J. PRIOR TO caou ,, THERXLOW esauW 12R W TO ENSURE CWIPLMA(a GMUTSPACELs[TEAN X SPECOGR ,, 71TVANOSMOFREINFORCE125W X PUCEMENTOF REINFMfFMEAT. X PROroRnoas of srresREPARm GRIXm. PLANS PREPARED UNDER SUPERVISION OF DATE 0MV2019 �� RC. E. NO.: 83660 GWRIEL VERDUBOZEPEOA ECP.: 019 112 0 2 1 X CONSTRIKTlON f)F FIORTARJODT/B X 4. VERIFY WRING commucCo•L stgaxO LOC+nfxv OFSlRUCR/PA[fiE/4B�'iS P�,ID WORKS X PREPARATION, CY]NSIRUCTIOA; AND PROTFGTlp"IOF Masavxrlwoavcca.D wEATHERTTETR' <40�? OR HOTWMA ER (TEMP. > MERGLAWSON DATE X GROUTPLACEMENTISIN CYMIFLIANCE WITH CODE ANDCONS )RUCNONLmCVMB✓TAROVISIOK£ X S. (H45ERVE PREPARAIT OFGRDUTSPEUMEW AND MORTAR SPECIMC -A5. PLANNING X m W Lw/RErWL{PaNG PBt DETAILS. MI#ML CIWT. ®RA°A4Ff[H/HtID- PRWIDEN'MIX (NANO M4I?AOYr aGftFAPM SWL T B' � 49 /fC1PL CqN. ®�TlPw- /fi'R'ID£M" MIX IMANO M4W/AMYQFA4 FR6M SOIL DESIGN NOTES PER THE 2016 CBC- Pm = 2000 PSI. CONCRETE BLOCK SHALL CONFORM 70 ASTM C 90 R USE OBP "TYPES" MORTAR PER ASTM C270. USE AS774 A615 GR40E6057EEL MIN. GROUT STRENGTH TO BE 2000 PSI MIN PER ASTM C 476. F0077NG C'ONCREIE' 1500 PSI MIN @ 28 DAYS USE TYPEII/V CEMENT. PROVIDE 3" MIN C'ONCRETERE34R COVER FOR ANY FOOTING CAST AGAINST NATURAL SOIL. FOR RETAINING WALLS: USE BACKFILL PER SOILS ENGR. PROVIDE ASTM C-33 314 "GR4 VEL SUBDRAINAS SHOWN . WATLRPROOFAACMULL SIDE OF WALL W/OBP "W4 TEAS OR EQUAL. PROVIDE PROPER SHORING WRING CONSTRUCTION GENERAL NOTES: 1. CONCRETE BLOCKSHALL CONFORM TO ASTMC 90. ORCO STD. PRECISION, SLUMP, SPLIT FACE OR WEDGELOCTKBLOCK MAY BE USED 2. CONCRETE FOR FOOTING SHALL HAVEA F-c = 2500 PSI. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE 111V. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM 70 A5774 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4.REBAR SHALL BE CENTERED IN THE CONCRETE BLOLX CELL IN WHICH IT IS LOC4TED - UNLESS NOTED 07HERMSE. 5. CONCRETE BLOGCSHALL BELAYED IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL RELLAR S'HAU. BE SOLID GROUTED. ALL RETAINING WALL BLOCK CELLS 5HALL BESOILD GROUTED 7 USE OSP TYPES MORTAR PROPORTIONED USING ASTM C270. 1 PARTCEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND. 8. GROUTFOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART CEMENT TO PARTS SAND (GROUTMAY CONTAIN 2 PARTS 318, PEA GRAVEL IF WEATHER CONOrTlONSARE FAVORABLEAND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENT5. 9. BLOCK STEM MAY BE WET- SETT - 112" INTO THEF0077NG WHILE 7HE CONCRETE IS PL4577C. BLOCK STEM MAY BE PLACED TO E17FlER EDGE OFTHE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPAC77ON OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOC7K WALL IS READY TO GROUT. 12. MAXIMUM CONTROL IOINTSPACING 2OFCVC 13. NOTE ON THEFOUNOATTON PLAN THAT "PRIOR TO THE CONTRACTOR REQUES77NGA BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHOULD ADVISE THE BUILDING OFFICIAL IN WRITING THAT THE FOUNDATION EXCAVATIONS COMPLY W77H THE INTENT OF THE SOILS REPORT". ENGINEERING SIAMPAPPROYAL SCONOITIONA4 REKIUIRING USE OF Oft MANUFACTUREDCMUON ALLORCOWALLSYSTEMOESIGNS - FOOTING STEP DETAIL S'[YuGTVK^+- FtLA6AA frXFc)Z^6D UY FJCallr A 3NS3NLT C.AIAP-A "V AS FL-A10 l]1EGK IB -L1�Z DATEt7 "V it �19 v, rb man • OP.mw1Rm, PT4 Ff OF CA \*o cwNOENO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS BY. WANBY. CHECXEBBr ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT MNGNO. uv DESCRIPTION: CONTROL POINrefa28 LOCATION.ASID. WELL MONUMENT WIDISKSTAMPED 4.5 ANT LATE PLANS PREPARED UNDER SUPERVISION OF DATE 0MV2019 �� RC. E. NO.: 83660 GWRIEL VERDUBOZEPEOA ECP.: 019 112 0 2 1 RECOVIMEND_ED .�uA AP VE �-- JE OWENS EDWARD J. WI R • ?AAq 1509& 1513 ENCINITAS BLVD. APN:259- 550.25,26 PLANNwOCASENO .1"14DRTCDPVMUPLPMW 114115-G P�,ID WORKS MERGLAWSON DATE 5663 "ATTHE CENTERLINEIN IEFSECTpNOFTURNERAVE PLANNING D.''O RECORD FROM: ROS 18476 RECORDIFROM. R ELEVATION: 250.481' DATUM: NAVD86 EDWARD J. WIMMER DATE CITYENGINEER REVIEWER EET8OF8 O'O ° o.IIIIII; INSPECTOR b T B' � 49 /fC1PL CqN. ®�TlPw- /fi'R'ID£M" MIX IMANO M4W/AMYQFA4 FR6M SOIL DESIGN NOTES PER THE 2016 CBC- Pm = 2000 PSI. CONCRETE BLOCK SHALL CONFORM 70 ASTM C 90 R USE OBP "TYPES" MORTAR PER ASTM C270. USE AS774 A615 GR40E6057EEL MIN. GROUT STRENGTH TO BE 2000 PSI MIN PER ASTM C 476. F0077NG C'ONCREIE' 1500 PSI MIN @ 28 DAYS USE TYPEII/V CEMENT. PROVIDE 3" MIN C'ONCRETERE34R COVER FOR ANY FOOTING CAST AGAINST NATURAL SOIL. FOR RETAINING WALLS: USE BACKFILL PER SOILS ENGR. PROVIDE ASTM C-33 314 "GR4 VEL SUBDRAINAS SHOWN . WATLRPROOFAACMULL SIDE OF WALL W/OBP "W4 TEAS OR EQUAL. PROVIDE PROPER SHORING WRING CONSTRUCTION GENERAL NOTES: 1. CONCRETE BLOCKSHALL CONFORM TO ASTMC 90. ORCO STD. PRECISION, SLUMP, SPLIT FACE OR WEDGELOCTKBLOCK MAY BE USED 2. CONCRETE FOR FOOTING SHALL HAVEA F-c = 2500 PSI. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE 111V. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM 70 A5774 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4.REBAR SHALL BE CENTERED IN THE CONCRETE BLOLX CELL IN WHICH IT IS LOC4TED - UNLESS NOTED 07HERMSE. 5. CONCRETE BLOGCSHALL BELAYED IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL RELLAR S'HAU. BE SOLID GROUTED. ALL RETAINING WALL BLOCK CELLS 5HALL BESOILD GROUTED 7 USE OSP TYPES MORTAR PROPORTIONED USING ASTM C270. 1 PARTCEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND. 8. GROUTFOR CONCRETE BLOCK PER ASTM C 476 TO BE I PART CEMENT TO PARTS SAND (GROUTMAY CONTAIN 2 PARTS 318, PEA GRAVEL IF WEATHER CONOrTlONSARE FAVORABLEAND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENT5. 9. BLOCK STEM MAY BE WET- SETT - 112" INTO THEF0077NG WHILE 7HE CONCRETE IS PL4577C. BLOCK STEM MAY BE PLACED TO E17FlER EDGE OFTHE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPAC77ON OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOC7K WALL IS READY TO GROUT. 12. MAXIMUM CONTROL IOINTSPACING 2OFCVC 13. NOTE ON THEFOUNOATTON PLAN THAT "PRIOR TO THE CONTRACTOR REQUES77NGA BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHOULD ADVISE THE BUILDING OFFICIAL IN WRITING THAT THE FOUNDATION EXCAVATIONS COMPLY W77H THE INTENT OF THE SOILS REPORT". ENGINEERING SIAMPAPPROYAL SCONOITIONA4 REKIUIRING USE OF Oft MANUFACTUREDCMUON ALLORCOWALLSYSTEMOESIGNS - FOOTING STEP DETAIL S'[YuGTVK^+- FtLA6AA frXFc)Z^6D UY FJCallr A 3NS3NLT C.AIAP-A "V AS FL-A10 l]1EGK IB -L1�Z DATEt7 "V it �19 v, rb man • OP.mw1Rm, PT4 Ff OF CA \*o cwNOENO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS BY. WANBY. CHECXEBBr ENGINEERING DIVISION APPROVALS CITY OFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT MNGNO. uv DESCRIPTION: CONTROL POINrefa28 LOCATION.ASID. WELL MONUMENT WIDISKSTAMPED 4.5 ANT LATE PLANS PREPARED UNDER SUPERVISION OF DATE 0MV2019 �� RC. E. NO.: 83660 GWRIEL VERDUBOZEPEOA ECP.: 019 112 0 2 1 RECOVIMEND_ED .�uA AP VE �-- JE OWENS EDWARD J. WI R • ?AAq 1509& 1513 ENCINITAS BLVD. APN:259- 550.25,26 PLANNwOCASENO .1"14DRTCDPVMUPLPMW 114115-G P�,ID WORKS MERGLAWSON DATE 5663 "ATTHE CENTERLINEIN IEFSECTpNOFTURNERAVE PLANNING RECORD FROM: ROS 18476 RECORDIFROM. R ELEVATION: 250.481' DATUM: NAVD86 EDWARD J. WIMMER DATE CITYENGINEER REVIEWER EET8OF8 INSPECTOR PU A 2W"I