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2020-14698-SG - LDEV-012092-2020RIGHFOFWAYN07E ONO IS M ONTAW A CONSMUCMXI PENT FROM THE DOVEERINN DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN RK PUBLIC RIGHT OF WAY FAILURE M GO 50 WU TIME W ASA/ANCE OF A STOP TINY( NOTICE AND DOUBLE TUNE FEES IT 15 THE REMSB.WTY OF THE ONO TO KNOW HERE HASTIER PROPERTY UAW IS DUMOEN07E NO CONCENTRATED DRAINAGE FLOWS ARE PERWTIED OVER AAMORT PROPERTY LKS WATER ES TO DRAW AWAY FROM STRUCTURES FOR A MINDY OF 5 FEET Ai 1 PERCENT AND RE CONTED RD AN APPROVED DRAWAGE FACILITY. U77LITYNOTE ALL URURES VRVWC TINS SEE STALL BE INSTALLED Lffiaw".. GENERAL NOTES L ALL WORK 94ALL RE DOZER ACCORDANCE WIN MY PLUS RE STAWARD 9SCIRCATIONS FOR PUBLIC MORKS CWSWADY, THE DESIGNCONSI,PUCnON STANDARDS OF RE CITY OF EVCNi AND of SAIL OECD AREA REGIONAL STANDARD PARINGS ANY CHANGES OR REWSLWS IRDHTROM STALL BE APPROVD BY BE CITY BARRED? PRIOR TO ANY REQUEST FOR INSPECnON 2 NE SOILS REPORT RUED 'IlMITED GEOTEGINMAL NWSRGARW COX RESDENCf-DETACHED RESOMIAL $PUCIORE 1528 CALM STREET, RONTAy CALFORNIA.'CARD MAY 1,E 101gg,, SHALL ALL RE CONSDERED AS A PART OF US GRADING PUN. ALL GRACING MALL IE DOE N ACCORDANCE NOT THE RECUMW1AAM AND SYC%7CAWM5 OXITANED W SAID REPORTS J SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WNN PUBLIC ROUT-07-WAY OR EASDIEVIS 91ALL BE REQUIRED N CN,AWAON NTH NPROMS ENT PLANS 4. WRITTEN PERINSSON STALL BE OBTAINED FOR ANY OFMOF GRADING 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO FROECT AOMORE PRT91ES DO WC GRADING OPERATORS ANYTVWG DAMAGED OR DESTROYED SHALL RE REPLACED W REPAIRED TO CONDITION DISWG PRIOR TO G17AOWG 6 THE DEVELOPER STALL RE RESPOWSRE THAT ANY MONUMENT OR BENCH MARK NNCIE IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REOSIEREO CIVIL WG'NEER OR A LICENSED LAND S RCI'02 7. THE CONTRACTOR SHAU DEM. CONSTRUCT AND MANTAN ALL SAFETY DEWCE INCLUDING AND 9/ALL BE RESYOYS LE FOR CONFORMING TO ALL LOCAL, SPATEAKD FEDERAL SAFETY A/MO HEALTH STANDA S LAWS AND RE TONS 8 GRADING AND CONDUCTED GELATIN THE TING P.MM. AM 7JOAPM �.M(NWP 01 A�AYS SM AY AAD p fiff"aOSTRUCTURE FOR HUMAN )HaVA6 Y 91ALL NOT RE 9. NO GRADING OPERA RUNS STALE COLRICE WR A PRE-CWSIRMRON METING HAS ROIL HELD ONSE MYTH THE FOLLOWNG PEOPLE PRESENT. CITY W5PECTOR, GIVE ENGW 9,, SONS DROVER GRAM CONTRACTOR AID PERWTTEE. RE PRE-CWSTRCRON NEW SHALL RE SCIATOILL WIN 71E CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) &U-2770. 10. PRIOR 70 HALING DRT OR CONSOTWIM MAIEMAIS TO ANY PROPOSED CW57RUCAN SIT WRIN FUNS MACE IRE DEVELOPER WIVE ALL SABOT AN AND REQUREMENTS RE W APPROVALTYO NENC YETI MAY WY DOW FOR HY lF O RE HPROM HAM HAWENG MO� SHALL COPY ;,, IJ THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SO4FACES TO PROVIDE POSTIVE DRAINAGE AND PROM PONDIIG OF WATER. HE 91ALL CONTROL SURFACE WATER AND ARD DAMAGE TO AOCWING PRCiUTES ON RUSTLED WINK ON THE GTE AND SHALL TAKE REMEDIAL MEASURE KN PREVENT ER09ON OF FREWY GRADED AREAS W71 SUM LIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAW BEEN INSTALLED. PRIVATE PUMP STATION DESIGN REQUIREMENTS IT IS REQUIRED BY LOUD TIIAT THE POW STATION 3IIALL: L COMPLYWITH CALIFORNIAPLUMBWG CODE CHAPTER]SECTION 710.0 2. HAVE DUAL PUMPS 3. HAVE AHIGH-LEVEL ALARM 4. HAVE APUMP FAILURE ALARM 5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE RESIDENCE (AUDIO, VISUAL, SERVICE, ETC.) IT IS RECOMMENDED BYLWD THAT THE PUMP STATION HAS: 1. A CHOPPER OR GRINDER PUMP 2. ASERVICE CONTRACT 3. AN ALARM SERVICE CON'1'ACIRESPONSE NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION. THE FROM EROSIONCONTROL I. IN CAPE EMERGENCY WOBV IS REDMRED, RAAOYCOX AT (760) 515-45/9, 14 HOURS A DAY. 2 EGNRMENT AND RVERS FOR BOUNCY WORK SHALL BE MADE AVAILABLE AT AU WkS WRING TIE RAINY SEASON (OCRBER I TO APE /51. AU NECESSARY MATERIALS SNAU BE STOOWRUD ON 97E ON OCTOBR I AT COMIEVENT LOCATIONS TO FACUTAIE RAPID CON TOM OF IFWPWARY EROSION CONINOL MEASURES NO RAW 15 WWWNTT J AS WOES SHOW ON PLANS SHALL NOT BE MOO OR MW7IRED WROVT RW APPROVAL OF RE DOMBING INSPECTOR. 4. THE COVIRACRAR 91ALL RESORT ALL EROSON CONTRA DEWCES TO MFKIAC ORDER RT RE SAMWACTON OF THE CITY EOWR AFT? EACH RUN-OFF PROOLIONG RAMMLL 5 THE COFRRACTOR SOU INSTALL ADD170VAL LIMON CONWa .IEASiWES AS MAY BE REQUIRED BY RE CITY D OVE R DUT TO AN WOW%EE GRAvm WIARON OR owaiSEN oit"STANOES PUNCH MAY ARISE 6. THE CONTRACTOR MALL BE RESPOISRE NO 9/AU TAME NECESSARY PRECAUTIONS TO PMFUT PUBLIC NESPASS TWO AREAS THAT ARE WS#E DR ARE POTENTIALLY "FE 7 ALL ROSION CONTROL MUSMES PROWRED PER RE APPROVED GRADING PLO S1AU BE WCO'PORAIED HEREIN 8 GRADED AREAS AROUND THE PROECT PEPoYETER MUST DRAW AWAY FROM RE FACE OF SOPE AT THE CONQUISM OF EACH Wm DAY. 9. ALL PRMINITMYOVABLE FORECASTEXCEEDS FORTY EVIDENT(40X)RT AND OTHER �7ECNE DEVICES SHOWN 91ALL BE N PLACE A I THE TSALEACH WORMBE� DAB EACH PE LAW DAY RAIN I. FOR STORY WATER POLLUTION CONTROL PURPOSES, ALL RUNO'F FROM AU IMPEAWOTS SURFACES NQUIONG ROOF DRAWS STALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLEC70 AND DISCHARGE ONTO TIE STREET AND/OR NO THE PUBLIC STORM DRAW SYS7EM. 1. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MNODIFED WPOUT A PERWT FROM THE CITY. 3 AU MIPERWWS AREAS WRNN ME SITE STALL DRAW Rl APPROVED BMP/WP FAOTIIES AAD/W TO PRf OR LANDSCAPED AREAS WTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TRW RE SHE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD nE APPROVED OMP/WP FAULTY AND/OR THE RIRF/(AABSCAPED AREAS 4. NO DRAWS SHALL RE WSTALUD IN HNDSCAPE, DRIVEWAY$ ON ANY 0PER IMPERVIOUS AREA UNLESS NE FLOW FROM NE DRAW DISCHARGE' TO AN ADEQUATE MINTAI'D 5 DRIWOM6 SHALL HAVE A MMMN Zr CROSS SLOPE TOWARD HE IMP MP AREA OR HAVE ANOnER APPROVED DRAINAGE SYSTEM THAT IS DESG4ED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN AOfQ/A NF/1WR. 6. ALL STORMWA IN IMP/RIP ROBES SHOW HEREON STALL NOT BE NOTED O7 ALTERED NPWT A PRIME FROM THE GTY. 7 NE WSTAILARON OF AONTIOVAL INFIRM WAVES NOT SHOWN ON RI$ PLAN MAY ZOOM THAT THIS PUN G MEW O7 THAT A SPARAIT RGAIDING PONT GE OSTAND. L WATER MAWS EATERIES AID APPURIMANCES STALL IE CU67RUCID ACCORDING TO THE STANDARD SPECI (AIKWS OF THE CLNRENT WATER AGENCES' STANDARDS OUTTEE (WASC) 1. RWEW OF PIS PLO BY SAN DEGUITO WRIER DISTRCT OHS NOT MTTUTF RFRUSENTARW AS TO DE ACCURACY CF, THE LOCADW OF, W T E Etl51EWE O7 NW-EHSIENC£ W ANY UNNERGRDUN) UMITY, PIPE DR STRICTURE WDM THE UMIS OF DNS PROECT.S pW & BEARELD O LI KO EAU EX/SAV OR PR UTILITY CROS�IG W� I0 FEET � PARALLULWOADRDFP� W CSON WU IMPROVEMENT PLOPS ELECTRICAL AND SERF TO CROSS ORDER WRIER MAWS MESS GWN WHEN PEWN590N BY SAN DEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWN ARE RESPONSIBLE TO RELOCATE ANOIO7 AOKI TO GRADE ANY ENSWG WATER FACILITY AFIRE HYDRANT, METERS VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY DOOR FROECT. ALL AFFECTED WATER FAGNNIES MUST MEET CURRENT WATER AGNUES' STANDARDS COMMENT (WAS' STANDARDS. IF FACILITIES 00 NOT MEET STANDARDS TEN THEY STALL BE UPGRADED TO CU97FNf STANDARDS AT nE OWNERS V7IIIIOIIISs IF .Ill/.Il,(!ll,Ill/I/Ilr7YCM(•!TJ.UT.VU;1;1{Hi/J.I:71g11/i[HI%ITa'rii[F%+ I• I'• ! f�U7.110371i/r1,7f1Y/:PSI;III:Ny/1iil;f%7]N1:1%G;F.1,7A1Ln,O1F+.l' r I 1r rrnr I x rnrl:'Ta:1r"W", "T u;Av;erl�mlz4lrma];aixIsllflralri;evf�rryirAIF IFaaW 1'"141 1 V 8 CAUFORIM STATE LAW ASSERY RILL AB-1953 S REWIRING THAT NO -LEAD BRASS RE USED IN I E CONSTRUCTION OR REPAR OF ALL POTABLE WATER SYSTEM EFFECIM JANUARY 1, 2010 IN COMPLIANCE Not FUNS LAW, DE DISTRICT SHALL REGIME ALL MATERIALS 70 BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING UST FOR AW REIfASS BLOW OPTS AND SERVES SHALL BE PROVIDED WEN CATHOLIC PR07ECNON W ACCORDANCE NP M-17 DR M'-18 STORNWATERPOLLUTONCON/ROL BMPN07ESRELA7WE TOCONSTRUCTAONAC71VI17ES CONCREIEWASHOUT CONTRACTOR 91ALL ESTANI91 AND USE AN AOEWATELY SITED CONTRETE WA9KNIT AREA TO CONTAW WASEWT WASTES ON 97F IT IS ILLEGAL TO WASH CONCRETE, SLI/Id7Y, MORTAR, STUCCO, PLASTER AND DE LINE INTO THE STORVWATER CONVEYANCE 567DJ OR ANY RECEMN3 WATER. CONTRACTOR SHALL P05T A SIGN DEGRADING THE WASHOUT L(CAR N A STARUZED C016 NW70 97E ACCESS SHALL BE PROVIDED FOR Vf7NOZ EG' W AND INGRESS TH PREVENT IRA(WNG DIRT OFF STE PIS'WU NaWE USING MATERIAL $UCH AS 3' CRUSRED ROCK ANDADR COWUNIM SIM PANG S/PLA/ES CON87RUCTIN VEHICLES A SPECIFlC AREA AWAY FROM GUTTERS AND STORM DRAW SHALL BE GEMMED To? CONSTRUCTION OGLES PARING VEHICLE REFUELING, AND ROOM EQUEPMFNT MANTENANCE. ALL MAXN REPAIRS SHALL RE MADE ONT--91E. EROSION CONTROL FPO" CONTROL MUST BE PROVIDED FOR ALL DWW SUWACES SOLED SURFACES ESPECMUY SHALL BE PR07EC7E0 AGAINST EPO9W BY INSTALLING EROSION RESSTANT SURFACES SKY/ AS ER090N CONTROL MATS ADEWAIE GNOIND COVER OETAIOF, AND BOW PER MATRIX fIblt7✓.1%?9,Air Q101F:Lp;/,LII.tell ;III%'1.Ulyllp%;alLal,'i/ITHi;YIJlfill l: W, •y.a I. .• n .� ✓l. .•� n I I i f ..i•I 14 I •i ✓r• .I, ,.r ,.r .. ,.. ✓I .., yu,.] -, Ti1.4 /:�.:u, 11f. 1.:, :I I. p. .,. �. F I. L •.•/]' I: +f l ' �91 ' WI' F •"%l .III 1^iPl / ' + I •V'I :J.A. y..lL.1•• , P ,•, rr 'WI' , l�r . ,,n ,.. ,. .; %,r .Ir ,fir r, pr f . ..W,r rW Ir '%•,7 I" '%: I ,nWlr .y...nyr ,F f. Fo'v U IIETT U F,"•%/ f„' 'R r. ," nl P•.,:;r ,.r.N ONZ7E CONSTRUCTION NATERDI L STORAGE SPREO LATERALS SHALL BE CONTANED W A SECURE PUCE P PREVENT SEWAGE AND SPIIAGE COVINGTON SHALL STORE MY PRODUCTS WERE MIT ME STAY DRY OUT OF DE RAW. CWWACTOR 9HAU PROVE SECNDARY CWTAMMENT FOR ALL FUR SPREO ON-97E EUMMAE OR REDUCE POLLUTION OF STO9MWARR FROM STOOTIES KEPT ON -SITE STO7OPNE5 MAY INCLUDE SOT, PARING MATERIALS A&%Atr CON)TETE, AWC41F RASE, ETC. SWRES SMOG BE LOCATED AWAY FROM CONCENTRATED STORMIWADR SRRMWAIR FLOWS AND SRRM DRAW INLETS STOCKPILES SHALL BE COVERED DR PROTECTED WELL SOIL STABILIZATION MEASURES AND PROKU WIN A RMPORARY SMNVIT BARRIER AROU9 THE PERNETER AT ALL ONES TRAINNO CONTRACTORS' EMROYffS WHO PERFORM CW57RLCIKW IN PE CRY OF WCMNTAS SHALL G IRAWED TO RE FAMILIAR NTH NE CITY OF ENGNITAS SRNMW.ARR POLLUTION CON7Ra RfGlE1ENTS PESE LIMP NOTES SAU G AMIABLE TO CODE MANG ON STE THE PROPERTY OM'FF(S) AND DE PRONE CONTRACTOR MIST MFWM SIBCOITRACTORS ABOUT STORMWAIER REMEMENTS AND NEW ON RESPWSOTRES WASTEMANAGENENI CONTRACTOR SHALL RE RESPWSRE FOR PROPERLY DI.9'OSM OF ALL WASTE AND LAW CONSTRUCTION MAIESALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WERE WATER CAN CARRY THEM INTO THE COWYANCE SYSTEM IS SPICILY PRONM7ED. NO SEEPAGE FROM ANY OIWRSAR 9MU GE MSCHARYD INTO STORMWAIER. GERMSAOYES 31AU GE PLACED AROUND ALL DUWSIEPS 70 DIVERT THE NATURAL SLOW RUNOFF. OUIRSRS SHALL GE C EM WOURRY FOR LEAKS DUW$7ER LID$ SHALL REMAIN aoo AT ALL OWES DUMPSTERS WIHWT LIDS WALL BE PLACED WPW STRUCRMfS WTH MUMS ROOM OR COVERED WIN TARPS IN ORDER TO A" RAW CONTACT WHY ANY TRASH MA DEAL MANY CONSTRUCRIN MATERIALS WCLUONC SOLPENIS, WA DR -BASED PAWM VERGE FLUIDS MWEN ASPHALT AID COORLE WOOG AND CLEARED OfT4AON CAN G RECYCLED. NON -RECYCLABLE LATERALS MUST G TAKEN 70 AN APPR(WRAT LANDFILL W O'S°O.STD OF A$ HAZAM M WASTE FOR AVFORMATOM ON DISPOSAL OF HAZARWU5 MA7EREN, CALL THE HAITAROOUS WASTE MORK TOLL FREE AT (SRO) 714-1195 FOR NFORMARN ON LANDFILLS AND 10 ORDER WWPSIER$ CALL EDCO AT (760) 436-4/51. ''ik'III/JJJF1F`:fllriy9lJri;�f,RLY.1i� I,{�J!'klS/.lSi1ZE:[E�y19H:E1NTFIL[yJ1FllLL!/%]G:'16W1LL'Y•:Ml PORTABLE TOYEIS MUST RE IN GOO W17NNG ORDER AND CIECKED EREmor r FOR LEAKS CONTRACTOR 91ALL PROVIDE SECONDARY ONTAMENT AND LOCALE PORTABLE TENETS AWAY FROM STORMDRAW INLET$ ON PERWOUS SURFACE ALL 00157RUCRON DEBRIS SHALL RE KEPT AWAY FROM THE STREET, INTER, AND STORMDRAIN. CONTRACTOR MUST ROUMELY CHECK AND CLEAN OP NAME PAT MAY NAVE MARTIN AWAY FROM C06NW70 GTE 1. UW APPROVAL OF NES PLANS DOS NOT ,fla f RE APPLICANT PRIVATE DOM OF KV.,, OR CONTRACTOR FROM REVONSDTY FOR TIE CORRECRON OF ERRORS AND ONS9ONS OSCOWRED DOW DR RATER CWSIHUCTO FOR MORE INFORMATION ON STORAM I? POLLUTION CONWa MEASURES AND REGNEOTS PLEASE CONTACT DE MINEUNG 2 ALL DESIWSPMAERALS AND CONSTRUCRON MORK SHALL COVFORM TO LEUCADIA WASTEWATER 057RICi LIED STANDARD 9EOSICAIDIA$ GPARIMRT, CITY OF ENCINITAS AT (760) 63 -2770. AVAILABLE ON E LAD MB9G,, AND TO THE REQUIREMENTS OF THE STANDARD SECWTEATHOS FOR Rex S COKHRUCRON OCRfENM) AND THE REGIONAL STANDARD DRAWNGS MOST aW-NT MOONS IN nE EVENT OF CONFLICT, RE LIRE SOUR STANDARDS NOTFfINMYS COW .. J 09M SAFETY DIMS AND OSHA COPIED SPACE ENTRY REQUIREMENTS STALL BE MOED AT ALL LIES NPOUT EXCEPRW. 4. LIE COIRACTW STALL HAVE A COPY OF THE DOCUMENTS STOW Al SPUR NOES 2 A 3 ON PE JMSD AT ALL AMES. 5 NO WORK SHALL BE CMMNO) WR AU ROUT -OF -WAY AND OWN REWIND GOING HAM BEEN OBTAINED FROM THE ARMI)OAL CITY, COUNTY, AND/OR APROARME AGNES 6. RE EM W AM LOCATON OF LWO&GROND OWNS SHOW ON NESE RAMS CITANED BY AVAEARIE BEO6'd7S SEARCH BY THE PRIVATE 1. UE EA15'TENCE AND LOCATION OF WDERMAD UTILITY PIPES AND STRUCTURES AM ON THESE PLANS HUE OBTAINED BY A SARCH OF AVAILABLE RECORDS TO THE BEST OF OW KNOWEDGE UIERf ARE NO EASING UTILITIES EXCEPT AS 9100 ON MY PLANS HOMVER: nE CONTRACTOR IS REGNED TO TAKE DOE PRECAUTIONARY MEASURES TO PROTECT ANY EUSIING UINMS OR SIRUCPRES LOCATED AT NE WOOL SHE IT IS THE CONRACTO7Y REPPON9MIITY TO WAGE RE FOLOMNG OWNERS O SAD URVAE$ DR $7RTAS M15 PRIOR 70 ANY EXCAVATILK FOR VERIRCARW AND LOCATION OF URIIE5 ANO NOTFICARW OF CO IENCEMENT O WIRY A S'MR -LEUCADIA W457EWAIER DISTRICT- (760)-75J-0155 B GAS A ELECTRIC - SOGE - (760) 438-6200 C WATER - SAN OEOUITO WATER DISTRICT - i-SD-V7-2600 D. M PHOE - .PC BELL - (760) 489-3411 E. CABLE N - COX CWIALAODWS - (760) 806-M X22JJ Y .L.., r. ,: . .WI' ; • n/ Fr „ /n I n „y , r ,,r ,, . 'I' • /TAE I%F I•, I, III . W, 'F I.. l I / •e•I / I• I ••I:IT. 2 UITTEOC777144d TO lfOFVWFG .. rt4ir. 0 1.n in4: I 8 CONTRACTOR SHALL BE AWARE THAT LOUD FACILITIES FRONOE WASTEWATER CONWYANC TREATMENT AND DISPOSAL TO THE PUBLIC 14 PHONE: (760) 6JJ-271U HOURS A DAY, W DAYS A YEAR. THEREMY,, LINO DR TIEIR CONTRACTORS MAY NEED ACG`SS TO FACO ES FOR OPERATHONS MAINTENANCE, DR EIDRGRCY RERAN AT ANY TIME THE CONTRACTOR WAIL ENSURE THAT ACCESS TO RE FACUMS IS MAINTAINED AT ALL IMES (WRING J nE C M07OR SHALL CAVE 14 HOURS AM ON CALLS FOR NSPECIIOV PHONE.' (760) 63J. -27RL ALL FUNK PERFORMED ONE POTUCRON AROUND AT L� AND OFFS EACH CONSOTUCRW DAY) AND 91ALL NOT OVER AND NMED BE EXPECIED TOAS9ST NTH ACCESS MOSQUE BENEFIT OF NSPfCAON ML BESURECT TO RE.ECRON AM19 RFMWNAL NPERVIOUSAREA SU1Ml4RY 9. CNERACTOR SHALL TAKE ALL PRENUBMARY.IEAS TIES NECESSARY TO PROTECT LIDO FAONIIES AND $7RUCA ES DURING CWSTRUCRON. WIPERVIOU$ AREA PRIOR TO CONSTRMIION: 09 SIOVID RE CONTRACTOR Y IND MMINNIIE AIPoAT ANY WOOL ANSEWAGE M ANO DAMAGE DID OR VA If RCPAW AV GED AONIIES' TOPS PE S4 ASIACRN OF WINO DOUR A T NO NFERNOU$ AREA REAS CWSTMMIIQY: 1,391 SP COST RO Ub MMYWING M9ECTHW AND ANY BWASS9NC REGNED. DAMAGE CALLED TO GEMR FACALLRE$ SHALL BE REPAIRED IN ACCORDANCE WIRAWOU$ AREA MCREAGE' LJ92 ff WTH ALL APPLICABLE IRD STANDARD PELYFICI DONS AND DIMWITS SNWT FOR IUD APPROVAL PRIM TO REPAR WPERVIOI$ AREA NEWTREMOW AND REPLACE.' 092 9 10 THE CONTRACTOR SHALL G FULLY RE,PONW FOR PREVENWG SEWAGE SM( , CONIAWNG ANY SEWAGE SP1LS' RECOVERY AAO LEGAL STORYWARA STARIART' DISOSAL OF ANY .SP1LED SWAGE AMSNG FROM ANY WORK AOJAGEM 70 LIDO AW71S' OR ALLOWING A GEN SPU ORFAUWE TO IRE 81RI SWAGE HAS BEEN SITED USING RE SIMC FACTOR OF 49OF THE WCREASED AKRWOUS AREA. PREVENT A SWAGE SPU WIDE wow IRE NOPK. mmmeTDR WILL BE Rr"gm FOR ALL CLEAN- UP CO575 AID PfNALIE$ TJ919 X 004= 56 5F REOURE0. 59 ff PR04IED. ASSESSED P THE OSRCT AS A RMI OF A SEWAGE $PEG CAUSED BY If CONTRACTOR. IT CONTRACTOR SHALL NOTIFY LOUD A NO IN ADVANCE O PLANNED CONSTRUCTION AGNATES IN THE AREA OF WORK P07ENNAUY AFTECAM5 (LID SW MOVIES 12.. CNTRACTOR WILL NONFI' LIDO 48 HOURS PRIOR TO RGAVA ON OF SEVEN WAR LROSSW OPROTOSDIOGS W PARALLEL WSTAUAAW$ NET PM8 MAYOf EAPOSD. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVEDBY LWD DISTRICT ENGINEER c-44' C33692 1-22-2021 DEXTER S. WLSON, PE RCE DATE DEXTER VWLSON ENGINEERING, INC. 6/30/2022 FIRM EXP. DATE BENCHMARK AS•BUXTAPPROVALS CITY OFENCMMRS ERRCAL CONTROL BENCHMARK LOCATED AT WE DATE PLANS R LEUCADIA BLO AND OPHEUS AVENUE ONPACE 14 OF THE OTY PANIC DIRKS LFEN WFASSDRWYCONNaAFTMwK " RAWING �Yf)I71iH5'T!'RMI:�/Ills PUBLIC WORKS PLANNINGDIWSION OWNER LEGEND SAM STACY COX AND dNNIER COY 1528 CALLOW STREET PROPERTY BO'MDARY ENCIWTAS CAUFORWA 92024 PROPERTY LME/MCHT OF WAY SI7EADDRESS 27BACK LNE 1528 CAVOW STREET DISTNG CONTOUR -92 - ENOMFAS CA 91024 EISWD EIEYAnON X82.43 .-W:Ql ASSESSORSPARCELNO. ,NEW CONTOUR 83 254-16J-11 NEW ELEVATION 83.30 DATEOFSURVEY MAITT LIME NOVEMBER IS 2019II- DRAINAGE SWALE -� LEGAL DESCRIPTION ALL MAT POR7/W OF LOT 32 OF CREST ACHES N nE CITY OF ENCNNTAS DREC71ON OF FLOW COUNTY OF SAN MM STATE OF CALIFORNIA ACCORDING TO MAP ThEYOF N0. COMTE MA$ MWY RETAWNNG WALLA « 2019, BUT N nE OFlCE OF THE COUNTY RECORDER OF SAD SAN DECO KEYSIOE WALL COUNTY, MAY 05 1917, DESCRIBED AS FOLLOWS' SUP STALE IEGRNWG AT NE NORTHEAST COWER OF SIB LOT,' HENCE ALONG RE PRIVATE CATCH BASH -SO�SD- EASI MY LINE OF SAID LOT, SOUTH 15- JI' JO-WEST, 75 FEET RAW ALONG A FRVATE' GRARY STORM DRAW PTHf -SD- -SD- LWE MAT IS PARALLEL NTH THE NORTHUAE OF SO LOT NORTH 87' 13' NEST 10O FEET,' HENCE AT RICHT ANOfS OF SAIL LOT LINES NORTH 02' 47' EAST TH OU PAID ":`.'•: SAID NORTH LNFE OF SAID LOT PENCE ALONG SAID NORTH !ME SOUTH 8713' CONCRETE a� EAST TO THE POST OF BEQNIWNC OWNERS CERTFFICAIF I (HE) HERBY GRAPY PAT A REGISTERED SOWS RRRB OR MOOT HAS 89N OR WILL RE RETAWED TO SUPERASE 00 ALL GRADING ACnWTY AND MOOSE ON PE COMPACTION AND STABILITY OF THE 97E OFHCAL5; EI.PLY MM LAND CR YHAQMLESS FRS HOLD U AGAIN TANY ANV AU LIABILITIES CLAWS GARLANDS CAUSES OF ACTIONS LOSSES DAMAGES' AND CROSS INCLUDING ALL COSTS OF DEFENSE THEREOF,, ARSNG OUT OF, W IN ANY MANNER CONNECTED DIRECT YOR WAECRY WIN ANY ACTS DR OMISSIONS OF OWN W ONERS AaNIS DRLOWES CONRACRNS 519COTRACT(RS O'T IALS, OFFICERS ON REPRESENTAuWs FOR ANY AND ALL WORK OR CONSPIMnON COWRED IN PE PfRAIT DR COWGIRL DIRECT Y DR WARECRY TO DE PRIDE OR APPROVED PLUS WTHIN ME PRIVATE PRPERTY OR PUBLIC EASEMENTS uSIPmd 4 C 1-21-21 961ATHNE' DATE STACY COX Poml]••aey: SLDATE.- lN LPL° 1-21-2' WAIDRE' E ,ENHIfER CDX ST47SWOFENGINEEROFWORK nE W&ERSENED BARRED? AGREES THAT THE DIRK PERFCRAWD BY THE BOWDP SHALL COMPLY WP RE MOAUY ACCEPIED STANDARDS AND PRACTICES OF PE FAVGKDRS TRADE DR PRFE5901 THE ENGINEER FURTHER AGREES THAT THE RAW PERFORMED LATEW STALL BE N ACCORDANCE Not Of ROLES AND RECAUIATIONS REQUIRED BY THE CITY OF ROITAS TO PE EXTENT THAT THE DOER CONTROLS SUCH PFRFDRMANCE THE ENCNET AGREES THAT ANY RANCIECN W R"VW PrRFWMED BY THE CITY OF D OWTAS IN ITS CAPACITY AS A PUBLIC ENPY FOR THE PLOPS PREPARED BY RE DRIVER IS NOT A DETERMINATION BY RE CITY OF ENOMTAS OF HIE ECFNCA( 9UFHGENCY DR ACWACY OF THE RAMS O7 DESOI AND IT THEREFORE DOES NOT ROUEW THE DOER OF IE.SPWSBIUTY FOR THE PLOPS DR DESIGN OF W ISSIMSNENTS BASED THEREON THE ENGINEER AG9riS TO MDEWNY AND HOLD HAMM THE CITY OF DHAWTAS AND 17S OFFICERS AGENTS AND EWIOYEES FROM PROPERTY DAMAGE DR MY WJRY ARW MY FROM nE NEGLIGENT ACTS ERRORS ON OMISSIONS OF THE ENGINEER AND HIS/HER AGENIS OR EMPLOYEES ACING WBWN THE COURSE AND SCOPE OF SUCH AGENT AND EMPLOYMENT AND AR9NG OUT OF THE WORK FEW LPMED BY nE ENOM1FFB. 9WABME' " -Y DAIS 1-22-2021 VINOBEL 9" COMPANY' SAMPO ENGNED NG WC ADDRESS' 171 SAXONY ROAD, STE. 11J DOWTAS CA. 92024 PHONE NUMBER: (760) 436-0660 RCE EXRRES 6MI21 1, SIVA0 MLDON A REGSOND GIVE ENGINEER IN I E STATE OF CALIFORNIA, FRNO'PALLY DOSS BU9NESS IN THE RED OF APPLIED SOL MECHANICS HEREBY STATE THAT INS OUR PROFESSIONAL OPNWON THAT A SAMPLING AND SPRY OF DE SON CONDITIONS PREVALENT NEW THIS SHE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 23, 2018 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WP MY RECCWMENOARONS HAS BEEN SURUITEID TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE I HAW REVMD THESE WADING PLANS AND IT IS OUR PROFESSONAL OPINION THAT THE RECOMMENDATIONS WCWHD N THE SOILS REPORT FOR 9#5 PROECT HAVE GLEN INCORPOPAU IN THE GRADING PLANS AND SPEGOCATONS 9�Sm. O////Y1��--�SPED: V •"T'l-IcF7a•/NG/ / 0 , ,rC/L/ipll// cR' 9GND: S AI M FOY MFDON GE 2714 RpOFEgg/pN t�9 ,FUN PUFF k COMPANY 6960 R IDE RS DOEO ti� rP CIp �IR L ADDRESS 6960 RANOfRS ORW 00 No.2714 Z m SU DEGO CA 91121 ua O a PHONE NUMBER (858) 553-6900 *�Iy,Sn env 'AF�FLwNXpx' EARMWORKOAlA QFCAO MAXIMW VERTICAL DEPTH OF CUT = 4.5 FEET MAXIMW VERTICAL DEPTH OF ELL = IS FEET CUT = 1JO CY LIE = 17 CY EXPORT- 1IJCY REMEDIAL = 17J CY (30 REMOVAL AND RECOPACTION UNDER, AND 4' OUTSOE OF BUILDING AREAS) BMPPROIECTSTATUS ' STANDARD PARKSANDRECREATION I SANDIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT John Ugnob 1/28/2021 Jah�Geo 2-2-21 "I^1"*/ P w 4 �`d �N 1/25/21 � 01/25/2021 X��-✓.�c�/'�DA7E 2),lav SIGN DATE SIGN DA IE SIGN DA IE SIGN DATEAU LIT ENGINEERING DIVISIONAPPROVALS CITYOFENCINITAS • DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, O UNDER SWER119ON OF ��/j/ RECOM��I APPROVED: SINNED G.VAOWG PLAN FOR: 151E CRUD ET DaiDATE..,-zz-zoz, Er3.w"&j W� ACCESSORYDWELLIWELLINGUNIT 14898-SG B.CE No..: 4417J S IV EDWARD d WMMIER APN:154.163.11 N; EXP. 6130121 2-17-20 DA OF 2-17-20 V9I RAWWCGSEND'N/A LDE-012092-2020 SHEET10F3 X w M • m SIN CONSTRUCTION NOTES 1. EXISNOIER 14 O APHY AND BOUNDARY WORN HEREON' PREPARED BY SW ENG74UKy MG ON 2019. 2 A AMAMINARY R71E REPORT WAS NOT MADE AVAI AT RE 111E OF PR£PARARON OF INS 9MP(EED (GuaNc PUN MUM MIND EASfYEfIJ� E ANY HA If NOT BEEN PLOTTED HEREON; WITH RE 17486 TE EXCEPRCN p'TWO ENSWO EASOOVIS ONE FOR CO NTY HIGHWAY POWPOSES AS SHORN O4 R0511949 AND - f71.77 R ONE ACCESS EASEMENT AS SHOWN ON ROS 19776 17526 BYTE RTY DRAINAGE$WALE$ AND BMP AREAS ARE PPoVAE AND SHALL BE MAINTAUIED 17521 EP 4. WALL ELEYA ROTS SHOWY HEREON MAY VARY DARING CONSNUCRCN DUE TO EASING GRADES AND SOY ENGINEER RECOMMENDATIONS SUL ENGINEER SHALL DETERMINE I WALL POCONO DEPTHS 5. ROOF COMMIS TO BE DISCHARGED INTO PLANTER LANDSCAPE AND 910-REIENWN AREAS R'RO7 r0 DISCHARGE RI RE SARSACRON OF ILL CITY ENGINEER WA HER SHALL NOT BE AHLORED 70 FORD ON 97E ry p p `s AND SHALL NOT DRAIN TOWARD BUILDING FObYIlUI _ i l SOMOR CONCREIF RATWORK NOT SIE,ECT 70 WHICULAR TRAFFIC SHOULD BE CONSTRUCTED IN ENCE 6. \b�' \,§ '�� ACCORDANCE W SAS PANELS SHOED A A MINIMUM OF 4 ACRES RUG' '- - 4 -�` v -- 1 ry a' RE I i62. +_ 5 �- X �_ �a • CONTROL IT AO OUN, CAGE C RT FLAn REFER TO DOB EFFORT FOR NTH CIA l ANELiE ARE OF NIL 3 CNCING BAPACED � ON CEM1 6 R29/W2.9 (6 X IV 6/6i 40 _ _ _ _ _ _ . - N8770Y6M' T184B (SB77YLtl2J D M18 NOTES CENTER IN EACH DME RCN a� WXD FENCE WALE CONK THE POTENTIAL FOR CRACKING M RO 91N, CONCRETE FLATIN�' 70 SI BE REPORT F WM CRACK a f O 1-- I 5758 K Wi a CLWINO JOINTS TO RFDIILE AND/O7 16J F 2 If 1�1Y \ 7 e f75.21 FB RECOMMENDATONS 2 RCq' I v 8 T a + _ ^ 1 FfN �� . q 175.10 FL 7 EXISTING SUR4fl MONUMENTS SHALL BE PROTECTED N PLACE IF ANY MONUMENT IS DISTURBED OR _ X 1715v l DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURIEYOR AND A CORNER RECORD OP Rf BYSd 1 / 1 .ROE 1 d 11 8 -� - S 8 ,. LINE 1 ^& f B2 } 9 I-x,+.-- -.-_ 3 1Q25' zr75J7 EP /� /17SJ6 EP SURWY BE NTHTHECOUNTY PRIOR ERELEASEOF EESfCURIiIESASEPARATE M(NUMENikhtlN Pct b / / /6J6 � l39 3 11 BOND MAY DE REQUIRED Ai RE DISCRETION QU ME CITY ENGINEER y kt 8 ALL STREET SGVS IIL,WTS LAWS CPUT IRIN ETC LOCATED THE S NNE PUBLIC RICHF CIFWAY SIALrBE / E PROTECTED M PLACE OIl1MNC CONSIRUCRC4Y OR REPIACEI! i0 THE SATISFACTION OF RE OTY ENCYNE� x E JSZI�, . 62 \ E 15&JO e �' / I 9. WIS SHAL B PRIVARIY MANTAMED AND RE FUTUTES NOT MOOFLED OR RENONED WREOUT A �MT .+. AfW ACCEMY 2 / l / FROM RE CITY, II^ �n D u I IS RE MCARCA DON OR REMOVAL OF RE STOW WATER POLLUTION CONTROL FACTIRES WRNOUT A PE F 4 \\ PAP (616 9 I � x 66 92/$ PROIIOIED. !" II�16 FAQY THE CITY l5 il. GRASS AND LANDSCAPE AREAS DEYWATED FOR SEMI WA RR POLURCW CONTROL SHALL NOT BE 1 J 1 Vx 71 y MOAYTED WITHOUT A PERMIT FROM ME 0TY I 4 1 } 4 3 2 I 9 8 a "� l l 12 CONCRETE FLOOR SABS SHOULD RD= A HICKNIM OF AT LEAST 4 MDAS AND REINFORCED NTH A Y� B 4 W RI M OF 6 X 6 %/J10 AELDED WRE MESH AT MV-PANT OR NO. J REWF MENT BARS SPACED 24 '� �A09NG I 4x, x / LICHEN CN CENTER )NE ER TO SOL SNORT F SHOULD DESIGN C END 77ONSREQUIRED FOR RE PLANNED V149 $ I LOADING CONDITIONS REFER TO SDIL REPORT FOR ADDIR(ESI RECOMMENDATIONS. NOTE.1J ALL E4STNG UIRIRES SHOWN HEREON ARE APPROXIMA77�E COYIRACRA7 R) 4ERIFY H(IWZCNTAL LOCAIlO4 ON-97E SfI1fR TOLE MSTOU I x'748 j /� AID EIEY III ATO7 TO CONSRRUCRNG NfW MIPRO'EMENIS DAOQYTLINE yy1''y E ' BY BUKDING MARZYfN7 2 0/flT -� 21 / I h I(EYNOTES I � 3 e RESIDENCE 4 D5427w O l DEMOLWFR07ECTIN-PLALEO Ir@�I� Lac if 32 v n: s 1s854 FF BELOW _ s L i74_69 J 17480- - LL L/j4 Q I. DEMOLISH EXISTING CRCFEN CGgP e _5 k _ 2 DEMOLISH EA75RNG PLAY SET Pa' �° l7. - L s7 I V 76� I I .. - --- 1 .96T-r-T_ N ` ''� oQ, L xLL LL 174. - LLLP 0 LL b 3 DEMO/SI PORTION OF EXISTING PATER PATH *I60.3 D ^ 7 'I �`�LL LLLLLLLLLLLLLIP9YF(��p1'� L�LLLLI�LLL 16Z84 4'4 T 4. DEMO/SN CONCRETE SURFACE �; O4 1 s3' L EA f !0'kTS7R/G 9MENr fEP \ 4 4'X4 POSTcCC R7 7 COM7Y MGNWAY PUAPoffS'MR s�.^ 5 PROTECT WR HER SfFYCEW-PIACf ifi BX I 8 I SEMR LA FERAL USED RECORDED :ARE 14, 1962 IN 21 J 6. PROTECT ROT: LINED SWALE UN-P(ACE CONTRACTOR TO U Y FLE/PALT NO 101816 OF OR §A cd 7 PR07ECT FENCE IN -PLACE g DEPTH PRIOR r0 PER R05 21949 10 8 PR07ECT TREE IN -PLACE s7RU0701V z1 1 1 1 Ifi1.6 n x774e 3 �� / 9. PR07ECT SHED IN -PLACE g E 16f.10 6 Nb13 4"X4'' POST -i / 3 I0. PROTECT SERER OEANG/r M'-PLA(i g -' L DIRT RO OT- III PR07ECT AC PA 6STI OR)"A Y M-PUCE H L 175,18 Of z0 / 12. PR07ECT GAE IN -PLACE 1 C 175.26 IW / 00 IJ. PR07ECT SURWEY JUMMENT N-PLACE LINE 4.0' ry �18" WJCD STAIRS (. 14. PR07ECT CYM'CNE7E STARS DAYLIGvr - srm' YsrN �is81s r ABC GRADE LINE 6 `x°aa Ll 16802 8 169.ffi o a b 61 CHIMNr 4 17503 175.14 / 21 R �� T¢pp- I5 CONTRACTpP r0 (OCAIE EXISTING WATER SfRNCf AND EXTEND TO NEW ACCf550RYONEWNG MAT NTH 24" 2 .� 166��6 6 ?UDDER ( GREY PART e ^ WALL _ J65 \ NB7'70Y W NB773O79Y _ w _ _ WK COVER USE TAPE "L" CCWPER. PROTECT WATER METER IN -PLACE . - - 4 . xP i 164 J t 16. PROTECT MAIN RESIDENCE W-PUCE 8 ITNK FFN - bbry WHMN X GIRT 1015, l X >o �/ l7 1WR UNS PROTECT SEAL IN -PULE llT 174. �175/ 16 PROTECT CONCRETE SURFACE IIIx 1 174.9/ 7W Mg0 I 19. PROTECT PAYER PART M MARE 9" HEADWALL *175,16 J yA $ACT 7 EP - - - 6 - 10. PROTECT S ONE DAM A- -PLACE ISLE pp 1�'IC .. fA - SCOT "Y- > xx/7S1 \b� @ SC DISCO EP - - - 17515 ]B / 21. PROTECT WALL IN -PUCE 1 \yh J5' ACYiSS EA.SEAIfN7 GRANTED RI S7ACYR. COX AND CIO - - 17484 FL .EMYEER COX (151814 20R ST) I 'L' P - - / fP - J " !1 ,.60 TO / I 4I 1 1 ACID SS'p7YDNONG UNIT BY ENOWTAS PRAOI 2 BEDROOM PLAN BY ND7 PARTNERS AO/ C RECYNOfD AUGUST 14 1010 AS DOG NQ 2020-0444267 DE OF7CAL RECORDS f7250 78 O$CD i6.O /7J90 FL / 2. CONCRETE SURFACE PER CITY F EAFG NOTE N0. 6 - - J5' E79SRNG ACCESS EASEMENT ''II� [� : �(Q]ti`iP� OJ55 Ft I / J. 7REYCH RESURFACING PER CITY DE EWCYMUS STANDARD URAWNG .�LLEP- FRf/PRD? NO 175J62 16.0' 4. DAY RETAINING WALL PER 9JRSD C-1 - _ - - - - -- -- I - -- - - - - _ _ _ - - - - - - - - - - - PEP ROS 19778 6 STABILIZER SOLUTIONS NO OKR CCNPAC 1 fP_ ------------- _ ATO PER DETAIL T S t70 IF 30' MAX HlGII KEYSTONE WALL - -- _ _ 'II 4" IIpCX DECOMPOSED LRAWif OR/YEIYA Y WM STAW11ZE0 OC MR if0 ---------f P ---_ fP PgpFE55/O,L,, S/B(NAU PER ING DACE. (1)SPClMMfNO ----- - - - 7 85'X 190'PARKINC SPACi( -__--- . 1J SPATE ®�d�7PIPi----__-- - ---- x� ;e17524 EP �L�4'�<' 81'WDf BY6"WCIFEARTENBERAN �'" - - - - - - w No.44173 sroaMDavxmATERWumo a I. WGETAFELT SWALE FOR USE M WILL DRAMYD SANDY SOL PER DETAIL A' 1 / .N 06-30-21 {F 2 YEGETAIED DRAINAGE SWALE PER DETA4 B' ARBRE`l CIIII �3 J PRIVATE 6" OA. CATCH BASIN BY ?NOS" OR APPROVED EQUAL +" (J" TO J') STABILIZEDCAATO BASIN qTf OF CAL\E0� 4. PRIVATE 4" OA STORM DRAIN PIPE (SORI gOPf 0 I%MM. OR D9 DORM SPOUT NOTE: THE IMPERMNG M USES SIDES TO BE 5. PRIVAE 6" CIA. STOMA DRAW PIPE (SDR-J5J SLOPE 0 I%MM. ME BIDE SWA ALONG THE HMO SIDES OF OfCOW09B GIRANITE FF. PUSH GRAD $'IWl ME BIDE -SWAN£ BUT NOT ALONG THE "`:" ORIIL FG fRRSYI IRE 10 5 0 10 20 6. PRIVAE 71"" X 11" CATCH BASIN BY NOS' OR APPROVED EQUAL SWALE SHALL BE PIAWED WITH BOTTOM OF ME SWAGE AS SHOWN IN ME-?�.:..., .-z_ +s- . FL ROW IMk 7. J" NOE BY 9" RUCK AND 2' CODE FOG HEADWALL PER 9AP.D 9-30 ADEQUATE GROUNOCOVER OR TURF. 6'.Wl DETAIL HEREON. 6"QA$$RBA$E I/ND E INUF ELEM RON PLANTS TINTARE NOT PRONE TO BY SQ( #j?VAFk PS' PRESSURE SEW 8 PRIMA IE 4" CIA. PERTURA IF SUB -DRAIN PIPE(SCH 40) 0 SLOPE I% WN KING THE DRAINAGE ROW MAY iG. TOP O`WALL GRA SCALE1" 10' U BLOC : =iSIREb TURF REINFORCEMENT FEAT FP, TOP Of WALL O ALSO BE PLANTED ON SIDE SLOPES. IFAPPLICABLE i. SENT SUMP PUMP MODEL OHI51 PER ENNRCNHAENT ONE O4RMaRARON CN APPROVED EQUAL. OO MIL IMPERMEABLE LINER OO MIL IMPERMEABLE LINER SUBGRAOE 1. GURU BOX WITH ARCH PA TURN BASE MATERIAL PART NO.PB09.MJ AND STAMEN$ STEEL LATERAL ITT I B4" MIA PVC PIPE TER I rG MITER PER sD SPEC NA0J7�04 ON iW0 SIDES ONLY. PER SqL 8 ON 11W1 SIDES ONLY. PER ENGINEER RECOMMENDATIONS SOIL ENGINEER RECOMMENDATIONS 1AN MIN, UNQ 3 1 1 4" .SEER (AREAL BY PRESSURE PER $OR50 ,SS-01 GRASS CEP RAF L61O STABILIZED DECOMPOSED GRAN/TE �� PL 4. 1 1/4"OA PVL' SCN-40 PRESS/Rf SfAER S`RViCE UNO. BY SUMP PUMP DESIGNER 18'MIN O'MIN. ENGINEERED SOIL ANCHORS (I1P.J RIEI'NDYERTHIM 74MF ' Y •&EE NOTE BELOW '� RENYCMRIENT WERE NI$ V SLOPE EXCEEDS 51 4.16' M' YMIN. 310'GRAVEL 4'16 Y -MIN. -_ 3 WE BY 9" BREW AND 2'NUGH MT. GRADE 10' MIN.314-CRUSHED ROCK a' J I \ AGO HEAD WALL PER MM D-JO 11-1 __ _ III -I DRAINAGE PANEL _ z 4- SAND BEo (rot MPADRAIA b0D 2 4" SAINT) BID PJ 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 8' DEEP'SANDY LOAM SOIL MIX WITH NO -III _- BMP $WALE S OR LOUIVAIENT 1-1 11- -1 1 I- - - - - - ,- 1Ew159.76 ,P PER ARONIECI5 KAN R PER AROIIIECIs PLAN MORE THAN 5%CLAY CONTENT. THE MIX SHALL CONTMN 50-0O%SAND, Z030%COMPOST OR 4' lE6ETA7fD URAM1YA(.E HARDWOOD MULCH. AND T030%TOPSOIL. PER PER NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DIMS TO =1I I-1I I -I I I -I I I -I I I- -I I I I I- I I -I I I- I J 2 �laL Q� WA RPROOFING `Q a LIMIT THE SLOPE OF THE SWAGE T025% UNLESS OTHERWISE APPROVED BY THE DIRECTOR -I 2'1 MAX9p'E D"66 1`I(r-�-B RVIA7E 4"OA STORM fF 162.E PER ARGHLiEL'T 6Q _ y(]z OFENGINEERINGSERVICES. - - - - - - -_ _II _III. \\\ DRAIN %PE®.SUN- 6"LEVfl 15-W POLYEIHNUNE 6 62J015-ML Pa ImnENE l59 J6 Po ff i --I-I-I- - - - - I I -I I - -I ENSM GI SLPE lR PAD I 11'" MIN INTO VAPOR BARBER, TIPGIN EAM R 4 VAPOR BARKER IMP Am 1 z � g NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. -III-TI- _ _ COMPACTED TILL I Q),VPf1fNT U.N.O BY SLUR ENGINEER U,N.D BY SQL ENLWEER ! -, 111 11I-� NOS FORMATIONAL SOIL BO mM OFeDGFnmvc �;� L PUCE J ANCHORS PER SQUARE YARD OF MATERIAL Dow TO BE HAREGRASS OCE W MAT. 4 RI VRESAMEELEVGION D$ i W 1. FOR GRASS OR RIFF QUIINN; INSTALL LANDEQY TRY 450 WALL FOOTING � u AEGETATED SWALE FOR USE IN WELL DRAINED SANDY SOIL n TYPICAL VEGETATED DRAINAGE SWALE n TYPICAL EARTHERN BERM n PCC HEADWALL DETAIL n WALL DETAIL n WALL DETAIL n N75 i l NO SCALE U SC.V£ 7"S" �/ U SCALE 1"=6' L STALE i"=5 I 5'CNE, I•=5, CHANGE NO. DESCRIPTION APPROVED DA7E BENCHMARK AS-BUIL TAPPROVALS ENGINEERING DIVISION APPROVALS CITYOFENClN1TAS-DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CITY CEENCINITAS4fRICLAIM BENCHMARKLOCATED CET MT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMAN� APPROU.' SIMPLIFIED 6RAQNGPUNFORK 1528CAUDORSTREET IfUCADIA ILL w AND ORPIEUS AIDIIVE ON PACE 24 CE HE CITY affic WILLS 1-22-2021 ACCESSORYDWELLING UNIT 14698•SG OF ENCNITAS S RNI CONNO ATTRUTK P1AMNMC � /7 DATE: EdWg.YG�T. W unmet/ "-Y' EDWARD J AMMER APN,'154.163.11 REWHERR.GE N0.: MI7J 2-17-20 2-17-20 DARN NAM OEVA7/1N: 17854 ENMENU SAMPOGINEER ENGINEER Of - EXP. 6130121 DATE DATE P(ANNMC CASE NO N/A LDEV-012092-2020 SHEET20F3 h ;rh�ti : (� DRARY SET FmCE NAIL k' L IIIIII , �:•r• Ar�.� (ASN rETAI r �• 1 I AID v r © i ■ ♦ Y♦eaeeeeeee�� seO�eAr�e0ee0O seeeeeee4i �eeeeeeeeeeeeeeeed eeeeeeeee ■� Aeeeseeeea �eeeeeeeeeeeeeeee�✓� 0"ARl ECO ♦eeeeeee♦ CHECK ,. ..,TAIL �eeeeeeeeeeeeeeee! ■ >eeeeeeee� eeeeeeeee STAND / I ►eeeeeeee� � �ee000ee000� N877076w 216f8'(S877rDv2)- ��1 W"FExa WUL ..0, _ xz Sm _ 209zr Fs —}—'.' 11 3} 1 6 1EMPaRARY WLarn 705ff ° AIDLk DAY PER DETAN l' y AID CAS04 IEIW;� STANDARi SE-4 4A ? •9YT FENCE PER LETAIL k' <74 AID CASOA R7AIL.ff-1 �\V 16111 ' AC PAKMEN/ ALL 20PES GffA 79 THAN J FEET /N \ NflaTl MOST BE PUNT AND MRIGIE 'D T LW HYDROSiZD 70 THE SAVSrACMAY IT �60 VE APELOPMENT SRYCE 0EAAR79NT ACHECOT CK DAY RE? DEF MPO DAY RE? DEng !1: I AND CASIM >6 11 STANDARD SE-4 CONCRf t1 FENCE ,PER DETAIL k' j67 9 E AND CASOA DETAIL 0 2-1 96 7� 44/y4 P 1 J h 16784 /EINa7ARY uDxrTY �61 a 4'X4" DI 0 / CHECK DAM PER DETAIL Y' I 7PEF AND CASOA I �B IF q, 8 SrAWAav sE-4 B TO 16520 31af WARY CRANING NET 31 101,51 - - a PR07ECWN PER OETAC J It 4'k4" PP GSW DETAIL .ff-IO 7 I( VY ,Farr 4.0' TEYPONARY STA6W210 _ ca4SNWWN mmANT PER DETAIL N' AND =A DETAIL IC-1 x RES70ENOE FF RHOW DIRT 77462 - v x174.8 DIRT ° la L 714. ri 10' EXIs7RF E400T FOR COVAbC TO EXI NG1 CMTY MCIANA Y PURPOSES PER NER LA1fRAJ DEED REGARDED ,AM 14, 1962 RI CONTRA TOR 70 Y£RIFY FlLEINGE NO WIND OF OR Mow 70 7W DV V 4405, a PF PER Ras z s49 C y o Ar x1748 a y \ a8 ^ \�e> �>� e .� >3 �7>�l2J n4.5 k x5g1 `3�% T eAg '1' _ 5 /6 _ _ 9 Nf WALL ED , — 11 0 .`� 11 1�` SCOUR � OSCO TFF3 — — — x� J5' ACCESS EA.YAlfN7 GRANTED r0 STACYR COX AND Y� — ' .EMYEER COX (1528 CAUDOR ST.) /' P -^�P — REOYNOfO AUGUST IO 2020 SC O — — !)!` AS DOC NO 2020-0444267 OF OFMAL RfCM95 172.50 N P /6.0' raR I_01' 33 2 35' EnsN7c ACCEn G mmT u IIF8f/PACf NO 175J62 16.0' — — — — _ _ EP_ Aap PEP ROS 19778 _ _ _ _ _ _— -- — — — AEP_ — I fP— ___ POR OT32 _____ CRUSHED AGGREGIE GO IN IHAN J"/ BUi SMALLER MAN 12' MIN Ft7 R FABRIC ENSDAIG GRADE L'ECVON A -A MIN. SEE CALEORMA STORMW47ER OVAUTY ASS•a7APON (CASOA) STANDARD DOC NO. N-1 FOR AUNILa4AL AfORVATON MA 70 EVSTNG G XA TYPICAL STABILIZED CONSTRUCTION ENTRANCE n NOTE GRAaWC N9YOMR MAY ALLOW CCRRUCA0 NO SCALE Sff2 PAAELS OWY 117HOUT AGGYNIE. 24-WOE (MN) NEW OPmNc SEE CNF MM SFaVWAIER QUALITY FOR DRAINAGE OhER LOW ASS09ANCN (CASH) STANDARD DAD. NO, 2 BAGS HIGH (TYR.) � WHEW NECESSARY 7 SE-4 FOR AL4T77GVAL INFORMA VON d 09� �0w —III_ STAGGERED ( a E GAGS TYPICAL VELOCITY CHECK DAM \1 NO SCAlf 70g2• 3 / l / 2Qp0' 7546 78� 174.91 7W / moo MBD x1751 0492 IRA % 175.151 7515 N 174IN LE QA x�17460111 77429 FL y / -17J90IT / 17.155 FL / 7755i 4" PYC HK FOR ORAdVAf: SEE carFaxwA siaRMwATEN arum DEPENDING ON FELD COVa'7)GNS� ASSOGATO (CASOA) STANDARD DWG. NO. SE-10 FOR AfflnOMAL AN67MARON ::::r 4,. rA TYPICAL INLET PROTECTION ul fj1. SEr POSTS AND EXCAVATE A 17524 EP 4" NICE X 4" DEEP / TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. m / -nII 4 INCHES 1. 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