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2019-14441-SG (Plans)RIGHT OF WAY NOTE ONER IS RI GRAIN A C0.45TRUCIKN PERMIT FROM Rk ENGINEERING OLYARAOT AT LEAST 48 HOURS PROR 70 NOWOMG IN Ilk PWUC RIGHT OF WAY. FAILURE RI DO 50 NU RESULT IN ISSUANCE OF A STOP KIRK AV71 E AND OURE PERMIT FEES IT LS THE RE7MMTY OF RE OWER Rl KNOW WERE DISHIER PROPRTY LINE IS DR41NAGENOTE NO COMFMNARO DRAINAGE FLOWS ARE PRIMED DO ADJACENT PROPERTY LINES. WARW 15 RL DRAW AWAY FROV STRUCTURES FOR A MINWUL OF 5 FEET AT 2 PERCENT AND SI CMW0 TO AN APPROVED DRAINAGE FACUTY. URL/TYN07E ALL UALAES 9FVWG DNS 91E SHALL SI INSTALLED OW A(RM.. GENERAL NOTES I. ALl WOW( SHALL SI DOE W AMMANCE WM RkY PLANS Dk STANDARD SPEMCAR NS FOR PUBLIC IW4a'KS CON57RUCIM RE DEEM COVEIRUCDON STANDARDS OF RE CITY OF SUITAS AID THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANCE OR RENSMS RHOETROW SHALL BE APPROVED BY RE CITY ENGINEER PRIOR 70 ANY REC EST FOR WSRECRON. 2 NOT USED. J SEPARATE APPROVALS AND PERWIS FOR ANY CWSNW70 W70 PUBLIC RIGHT - -OF -WAY OR EAYAENIS SHALL BE RECORD? N CONJAVAI N NM IMPROVEMENT PLANS 4. NRRW PERMISSM SHALL SI GRAM FOR ANY OFFSITE DEALING 5 CONTRACTOR SALE TAKE ANY NECESSARY PRENUDONS REGURED TO FROIECT AOJACLNT PINPER1ES DURING GRADING UP HAM ANYHW DAMAGED OR DESTROYED 2441 BE REPLACED OR REPAIRED RT CM70 E957NG PRIOR TO GRADING 6. RE DEVFOPfR SHALL BE RESPONSIBLE MAT ANY MORLMENT OR BENCH MARK ARM HS DISTURBED OR DESTROYED SHALL SI RE- ESTAMISED AV REPLACED BY A BOLSTERED CIWL ROVER OR A LICENSED LAND SURVEYOR. 7 RE CONTRACTOR SHALL DESIGN, COISiRUCT AND MAINTAIN ALL SAFETY DEMS NCUMAG SHORING, AND SHALL BE RESPONSME FOR CCEGRMWG 70 ALL LOCAL, STATE Alps FEDERAL SAFETY AV REALM STANDARDS LAWS AND REGULATIONS 8 GRADING AND EQUIPMENT GF RADNG W70 ONE -HALF (I/1) MIXE OF A STRICTURE FOR HUMAN OCCOFANCY SHALL NOT NE CMUCIED BERIfEN IHE HMrRS OF SJO P.M. AND 7..30 A.M. NUS ON 5ATURDA)S SUVA Y3 AND CITY RECOGNIZED HMDAYS 9. NO GRADING 6PRARLW5 SHALL COMMENCE W71 A PRE- CGISMUCTIM MEETING HAS BEEN FEW ON91E WRI RE FOLLOWING PEOPLE PRESENT- CITY RTECT07 OW ENCNEI R, SOILS ENGINEER, GRACING CONRRACTOR AND PERCTREL Rk PRE -CC MC70 MEETING SHALL SI SOEDU ED WTI RE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 63J -277a A. PRIOR N MIXING DRY OR CMSNUCDON MATERIALS TO ANY PROPOSED MIRUCRLN SHE W70 INS MOECT RE DEVELOPER ,HALL 9JMDT TO AV RECEDE APPROVAL FROM ITE CITY ENGNEER FOR THE PROPOSED HALL ROUTE THE aMCF R SHALL COMITY WIN ALL CUVMRLWS AND REWRENEMS ME CITY EORR MAY IMPOSE NM REGARDS TO TIE MaNG MANOR. Ii. UPON FINAL COMPLETION OF DE WORK UNDER FFE GRADING PERMIT, BUT PRGR TO ANAL GRADING APPROVAL AND /OR FW4 RELEASE OF SECURITY, AN AS GRADED CERDFlCADOV' SILL BE FRONDED STATING 'DE GRADING UNDER PERMIT N0. XXXXX -SO HAS SIR PERFORMED IN SIBSTANDAL CONFORMANCE NM THE APPROVED GRADING PLAN OR AS SHOWN ON M ATTACHED AS -GRAD➢ PUN' THIS STATEMENT SHALL BE FOLLOW➢ BY FFE DATE AND SIGNATURE O DE GIVE ENGINEER INFO GERM SUCH GRACING OPERA I L 12 ALL G440hVG SHALL SI INSPECTED AND TESTED BY A MUTED SONS ENGINEER OR OVER WS ONECIM HE SHALL kVYECF AND TEST THE EXCAVATOM PLACEMENT AAD WARAC70 O FDLS AND BAOWRUS AND COPACDON O RRENCIkS FE SHALL SUBMIT SIDES REPORTS AS REMO AND WU OEERWNE THE SUGSIITY C ANY TIE MA TRIAL UPON COUPLE 70 OF GRADING OPERA LOIS ICE SHALL STATE INAT CNSERVATONS AND TEST ARE MADE BY HIM OR ORDER WS SUPERWSION AND INAI W AS DRAW AL1 EMRAWAIRTS AND EXCAVANWS ARE ACCEPTABLE FOR THEIR INTENDED USE IJ THE CONTRACTOR SNAIL PROPERLY GRADE ALL EXCAVATED SURFACES TO PRWE PO.SRW DRAINAGE AND PREENT PMING O WATER HE SHALL CUNiRM SURFACE WATER AND AM DAMAGE TO AD4dMNG PRCWERTES OR RW50 MURK ON DE SHE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION O FRESHLY GRADED AREAS UNIT SUCH ME AS PERMANENT DRAINAGE AAD ER09ON CUNIROL MEASURES HAW BEEN WSTALLED. 14. ALL AREAS 70 BE BLED SHALL SI PREPARED 70 BE FILED AND PRE STALL BE PLACED W ACCORDANCE WM STANDARD SPECDDCADOC ALL WGETAME MATER AND MEC71OVABIE MAT RAL SHALL BE RNOWD BY THE CONRACTOR IRUI DE,JRFACE UPON WHIN ME FILL IS TO BE PLACED. LODGE FRL AND ALLUWAL SOILS SHALL RE REMOVED TO SUITABLE FIRM NAIWAI CROIX.. DE EXPOSED SOILS ,HALL BE SCARRED 70 A DEPTH OF II INCHES AND MEN CMACED TO A MINIMUM OF 90 PERCENT. IT SHALL BE FFE CONTRACTORS RESPONSIBILITY TU PAGE, SPREAD, WATER AND COMPACT TIE FDL W STRICT ACCORDANCE WIN SPEiRMAM 15 CUT AND ELL SOPES SHALL BE CUT AND TRIMMED TO RIM GRADE TO PRODUCE SMOOIH SURFACE AND LLO FTI N G40S5' SECTOR RE MOPES OR EXCAVA70 AND EMBANKMENTS ,HALL BE SHAPED PLANED, AND TRIMMED AS OKCRED BY FFE DORIF OF WORK AND LEFT W A NEAT AND ORDERLY CONDIDON. ALL SIEVES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA70 OR EMMIANKNENT SOPES WRW ARE LIABLE TO BECOME LOOSE ED ,HALL BE REMOVED AND OVOSfD O" DE TDE AAD TOP O ALL ROPES SHALL BE MOVED W ACCORDANCE NN AE GRAUNG OAMANCE. lS ALL BEES BRUSH, GRASS AAD OFFER ORECILVABLE MAIERAL SHALL BE CLR1fCED, PIED OP OMERWSE DISPOSED OF OF PE SITE BY DE CMRACIOR SO AS 70 LEAW THE AREAS MAT HAW BEEN SEARED NM A NEAT AND ERSED APPEARANCE FREE PROM UNSGHRY DEBITS APPROVAL O LOCATION OF DMITS PRE SHALL BE SECURE) fRON IE SUNS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MARRIAL IT THE REMOVAL OF ANY AND ALL CITY 71M SHALL BE CONSS79T NM DE CITYS URBAN FOREST MANAGEMENT PROGRAM TIES LOCARED WARN CITY SM27 RGIT -O -WAY, ON CITY PROPERTY, OR N70 CITY EASENENR ARE RETRIED TO AS CITY TILTS AND SHALL RE PR07EC70 W PLACE DURING CONSNUCNAN UNLESS SY91MY APPROVED ORERNY. NO GRADING EXCAVATOR, OR DISTURBANCE Of CITY TREE ROOT SYSTENS SHALL OCCUR WM FFE CITY RULE DRIP LINE AREA (Ilk AREA FROM DE NOM OF A NEE M THE OUTERMOST EM OF THE REE CANOPY PROECROV ON FFE G MV.. E A CITY TREE 6 NOT CLEARLY L/&RED TO BE REMOVED IT MOST BE PR07ECH W PUCE. EVEN E APPROVED IMPROVEMENTS A4� N CUdUCT NM A CITY TREE, IT MUST NOT BE DISRULED UNLESS REPLAN IS RENSD TO ADDRESS DE W REMOVAL IMMEDIATELY NOWY ME SAN DIEGO CONY CLAIMS OFFICE BY MPHa%E NO FURTHER EXCAVABN OR DISTURBANCE OF FFE DISCOVERY OR ANY /NEARBY AREA REASONABLY SUSPECTED 70 COVE )"CENT REMANS AS DETERMINED BY A WALEDD CORDER �TMALY THE NECESSARY FRKMNGS AS TO ORIGIN AND TTO PPLWC S CODE 5097.98 SUCH A DISCOVERY OCCURS A 7FMMRARY CONSNUCBM D(CU)SON ZOE SMALL RE ESTAM19E0 SWROXIMOV DE AREA OF DE OSCOWRY 50 MAT RE AREA HOED BE FROECIED (AS DETERMINED BY RE WALBEO ARCHAEOLOGIST AND /U7 RE RA MADE AMERCAN MLNT07T. AMD CONSATADOI AND MANOR COULD OCUR AS PRfSMILD) BY LAW. AS FLRDER REFINED BY STATE LAW, ME CORONER WXMD DERMAE WM 70V WORKING DAYS OF REWC NOMEB E DE REMAINS ARE SFBLECT 70 AS OR MR AUTHORITY. E DE CONGER RECOONZES DE REMAINS M RE MADE AMERICAN; HE OR SHE SHALL CONTACT RE AIDE AMERICAN HERITAGE COMMISSION (NAHC) WON 14 HORS THE NAHC WOULD MAKE A DEZERN/AT OM AS TO Dk MOST LIKELY A52WRD k NADW AMERICAN REMAINS ARE DISCOVERED, DE REMAINS SHALL BE KEPT /N SIN (AN PLACE OR N A SECUPE LOC,4DON IN CLOSE PROXIMITY RI WILRE THEY WERE FORD, AND DE ANAL YSLS OF DE REMAINS SHALL MY C�WR ON -SCE IN Rk PALMATE OF Dk ICA NA DW AMERICAN MMN EN. EROSION CONTROL 1. IN CASE DIRGENCY WORN IS RECNRED, CONTACT DENSE RUSS AT (M) 342 -20X 14 HOURS A DAY. 2 150"87 AND BLWKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RIMS DURING RE RAINY SEASON (OCAARER I TO APRE 15) ALL NECESSARY MATERIALS SHALL BE STOCKPILE) ON SITE ON OCTOB& I AT CONOUT LOCATDNS 70 FAC)UTAk RAPID CONSIRUCRG4 OF TEMPORARY LROSUI CONTRU .MEASURES WEN RAG! 15 NIA END J DENOS S OWW ON PUNS SHALL NOT BE MOVED OR MU FLED WRLUIT Rk APPROVAL OF RE DAIINQRWG INSPECTOR. 4. RE CONTRACTOR W ALL RESTORE ALL ERE" CONTROL GEMS TO MIMING CAW TO RE 541151ACRUI OF Rk CITY DORT? AFTER EACH RUN -OT PRDU M: RAINFALL 5 RE CONIRACTG7 SHALL INSTALL AOUMANAL EROSION COVIRU ACA9RE5 AS MAY BE REQUIRED BY Rk CRY DOVER Uk N AN INCO.IIRfTE GRADING OPERARON OR OEORfYEM CIRCUMSTANCES ANKH MAY AMY. 6. THE CONTRACTOR SHALL SI ASSPONSBL'f AND STALL TAKE NECESSARY PRECAUMINS TO PREVENT PUBIC TRESPASS ONTO AREAS MAT ARE UNSAFE OR ARE POIENRALL Y UNSAFE 7 ALL EROSION CONTROL LEASURES PROUD PIN THE APPROVED GRACING RAN SWL IS KURORARO F REON 8 GRADED AREAS AROUND Dk FROECT PERIMETER MUST DRAIN AWAY FROM Rk FACE OF SLOPE AT THE CONCLUSION OF EACH WAD( DAY. 9. ALL REMOVABLE PR07ECPE RE US SHOW SMALL BE IN PLACE AT RE END OF EACH WORKING DAY WEN THE TW (5) DAY RAW PMMABDNY FORECAST EXCEEDS FORTY PERCENT (40.V..&T AND OFFER DEBITS SHALL BE REMOVED AF79 EAM RAINFALL 1 I'• y., .,, y. .P / p, Lyn ./. .Fr•/+ .r/ /./. .Yr / Fl.p,p,T TL :.0 'P /l` .LPN PEI' �'.M r '! i I I T/ ••4• I r. 1 1 1 '! r. r Y> I i• I PAL[ •,,i WI'F 1.. lr vPr. N !. T.. :: ..Ell I^ Pf, .T, ,..r/ ,.I rPT, �yI ... •!T .y.r J ALL WPERMS AREAS WAN ME 97E SHALL DRAW TO APPROVED MAP FACULTIES AND /OR 70 TURF OR LANDSCAPED ARIAS WTI ADEQUATE MUMMER PRIOR TU DISCHARGE fRON RE SHE. ALL LW'fRWOUS AREAS MUST SLOPE TOWARD RE APPROVED MAP FACCITY AND /OR RE AWI ANDSCAPED AREAS 4. NO GRANS SHALL Of WSIALLED IN HAROS'CAFE, DRIVEWAYS OR ANY OFFER NR'RWOUS AREA UNLESS FFE FLOW FROM RE DRAW DIMARGES 70 AN ADEOUA IF IMP/BR. 5 DRIVEWAYS SHALL HAW A MINIMUM 2% GROSS SLOPE TOWARD THE IMP19W AREA OR HAVE ANOIER APPROVED DRAINAGE SYSTEM RAT IS DESIGNED TO COLLECT RIUNOT AND DISCHARGE IT TO AN ADEOUA IE IMP/MR. 6. ALL STORMWA I& AN/BMN FAMINES 91041 HEREON SHALL NOT BE MODIFIED OR ALTRED WMY A PERMIT FROM THE CITY. 7. RE INSTA(IARON OF ADDIRONAL WFERWOUS ,SURFACES NOT SHOW ON INNS RAN MAY REQRRf THAT INS RAN BE REMSEV OR THAT A WARATE DA%ED ING PERMIT BE 067AW. 8 ALL SIRDW AND PROP02D TRASH ENCID51WES STALL BE FITTED 70 CORNY WTH STORM WATER BEST MANAGOT PRAC710E REOUA'N075 Dk TRASH RaOSURES SHALL HAVE AN NPERWOUS NON- C6147057DE ROLE THAT WWL NOT ALLOW BAR WATER N EVER ITE &CLOSURE TIE ENCLOSURE SHALL BE LOCKABLE AND LOGYEO WEN NOT IN USE A @URN SHALL BE INSTALLED AT ALL 6VDWGS 70 HOD IN ANY LIQUIDS DUT ESCAPE ANY ME DUMPSIER AND TO MOT ANY FLOW OF STURM WAUR 7HRo m FFE )NASI ENCOSUdRE AREA. DE BERM CAN RE CDNSRUCIED NOT AND FLAT HT ALLOW ROILING O DE DUMPSIER IN AND OUT DE allO.W SHALL BE SEL CONTANED OR MAY HAW A DRAIN THAT DISCHARGES THROUGH AN AOfOUAIELY SIZED OL/ GEAY SEPARATOR AID IS REIN FDDMD MOM A GTY- APPROVED HYDROCARBON 17LIER AND MSCHAROD 470 THE PUM1C SANITARY SEW SYSTEM, NOT 70 PLANTERS OR Rk S70RW DRAW SYSTEM A SEPARATE BHHLDHNG PERMIT MAY BE REQUIRED FOR DNS STRUCTURE 1. WATER MAINS LATERALS AND APPRIENANCES SHALL BE CONSTRUED ACCOWNNG 70 FFE STANDARD MITCANNS OF RE CURRENT WATER AMATS' STANDARDS COMMITTEE (WASC). 2 REWRW OP WS PLAN BY SAN DEMO WATER DSTBMT DUES NOT MIUVk REPREYNTADON AS TO DE ACCURACY OP BE LOVADOM O; OR DE E ESTfNCE OR NON- E&)RCE O; ANY ORNME)UND UDLITY, PEE OR STRUCTURE WRMN FFE LCIVETS O MIS PROEC7. J ALL EXISTING FIRMS WKCH MAY AFFECT FINAL DESD,RI, LE, LINE CROSSING LINE PARALLEINC OR PROPOSED CWNEC70 SHALL BE FED OM. ALL EXISTING OR PRCP02V VILIFY CROSSING HIM 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PANS ELECTRICAL AND SEND? 70 CROSS UNDER WATER MAINS DRESS CIO OFTEN PERMISSION BY SAN DECOTO WATER DNSRMCT. 4. CONTACTOR AND ONER ARE RESPOLSEE TO RELOCATE ANLIOR ADUST M GRACE ANY EXLE NC WATER FADUIY (FNE MANE,, METERS VALES VALVE BOXES ETC) WRCH IS AFFEC7E0 BY DER PRO,ECF ALL AFFECTED WATER FIGURES MUST MEET CURRENT WATER AGENCES' STANDARDS COMMITTEE (WASC) STANDARDS E FIGURES 00 NOT MEET STANDARDS TRW IEY SHALL BE UPGRADED TO CURRENT STANDARDS AT DE COVERS EM .E G; p/ lMlli %11 /)�71/iL71i(L7FL;F�f / :i} Lill,' 7. 1/ i5� .7077.1:7114P„(rl'7.I/i :7iR77f% 6. M NWUM HORIZONTAL TTARA DON OF 10 -FEET REGARD RE71MV RATE HAMANIS AND SAN DECO GAS AND ELECTRIC VAUL IS 7 ALL WATER SERVICES TO BE CWSNUCMD CLEAR OF ORIVEWAYS AND ALL OVER NAVELED WAYS WATER MERRS MUST BE IN FRONT OF FFE PARCEL 71EY ARE 9NVING S CAL'FORMA STATE LAW AM&Y SIL AS- 195315 REOUA M MAT NO -LEAD BRASS BE USED IN ITE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM fFFECRVE JANUARY 1,, 2010. IN COMPLIANCE WIN INS LAW, DE DISTRICT SHALL ROW ALL MAIERALS TO BE ND-LEAD BRASS PARIS 9 ALL COPPER LUGAR USED FOR AR RELEASES BLOW ORS AND SERVICES 91ALL BE PROUD NM CAMAC PR07EC71ON IN ACCORDANCE WM W -17 OR WC -IS WPERWOUS AREA FROR 70 COMSRUCRW: 4,078 SE WPERWOUS AREA AFTER CCMS•RUC1104- 3696 SE WPERWOUS AREA DECREASE J32 Y EMPERWOAS AREA NEW/MMOWD AND REMOLD: 3696 SE 610- FANARON BASING STZING 3696 X 0.04% = 148 9- ACTUAL BASIN = 198 W IRS PROECT IS MSSREO AS A "STANDARD DE IfZOAMENY PRDECT PER CITY O-ENCQTAS STORM WATER CEOri/ST. BE PROECT PROPOSES TO DECREASE ICE TOTAL WPfRWOUS AREA ROW ICE EYISMNG CM70V BY TRY W TIE DIP ETTECRW AREA (198,V) HAS BFI SHIED AS 4 %O- THE NEW AND / RMOVED AND REPLACED ENfRWWS ,DEACET BENCHMARK I AS -BUILT 1041 STATKN NAME EVC -41' 25" SD. CU ENGINEERS DISC STAMPED IOC 136, 1968" IN EAST NNG WALL OP THE NORM EAT OF THE NORTHBOUND AMWAY iM MG7 OVER SAN LUX) LAGOON. DRAW. IBM DATUM NAM / •T T• Y'Wi�Wi cm cm ,:I.. ,F:.:yy. T, m CONCRETE WASHOUT CONTRACTOR 9aLL ESFABL191 AND USE AN ADEQUATELY 92ED CVGREff WASIQUT AREA 70 CONFAIN WA9MUT WASTES ON SHE IT IS BLEGAL 70 WASH CUIOREZ SLURRY, MORTAR, SDMCQ PLASTER AND RIE LIKE INTO DE SUMWARR CONVEYANCE SYSTEM 017 ANY REG7MNG WATER. CONTRACTOR SHALL POST A SON DESMAIMG RE WASHOUT LOCA70.. CONSTRUCTIONS/TEACCESS A STABILIZED CUISIRUCBON 97E ACCESS 91ALL SI PROPPED FOR OULS EGRESS AV IV ESS 70 PREVENT TRACING ART OFF SE IRS 91ALL INCLUDE USING MAT RUE SUCH AS Y CRU90 RUCK AVIM MEAN SELL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIFIC AMA AWAY FROM GUTTERS AND STORM GRAN SHALL BE AE96NAU FOR CONETRACRGN ENGLES PAWAVa VEHICLE METTI& M AND ROLHK EQDPWEN9 MAINTENANCE ALL MAJR REGARS SMLL BE MADE OFT-SIZE EROWNCONTROL ERO,OM CONTRA MUST BE PROUD FOR ALL ROSE SURFACES SOFED SURFACES ESPECIALLY SHALL BE PROTECTED AGAN57 ERO,CM BY bNSTALUNG EROSION RESISTANT SURFACES SUCH AS EROSION COMM MATS ADEQUATE GROUND COVER WOETADON, AID OEM FINER MARX. 'IIlY.7N.l %IDii /. NOIA :T.!9CRLTMII SII'Fl l if ll(9;;1MISFU % Dll: %I :; -f. prr •P /rr r, w1/ M' •,/ r I x'. "'I `I'f 1•MI'r f' •'/ M' N, !• +'1/ • °I .L ur /A. ]A::: is N'i, MA. Ci .. ... .! . REMOVE EXISTING WRETAIM DULY WEN ABSOLUTELY NECESSARY. URGE POECTS 91ALL BE CONDUCTED IN PHASES TU AMID UNNECESSARY REMOVAL OF RE NANRAL GROUND COVER. DO NOT REMOVE TREES OR 9RUB5 UNNECESSARILY; REY ATP DECREASE EROSION. EMPOVARY VEGET47ION MUST BE PUNTED ON SLOPES OR WERE CNSIRUCTION IS NOT UM MY PUNNED FOR EROSUN CCNNU PROPOSES EROSION SHALL BE PROUD BY PLAN7WB FAST-MOM ANNUAL AND PERENN/AL GRASSES TO SRELO AND MIND RE SOUL PLANT PERMANENT WGETANON AS SOON AS POSSMF ONCE EXCAVA70 AND G440hVG ACRMRES ARE COMPLETE RARER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON.SFTECONSTRUCTTEINMAIERMIL STORAGE SRRfD .MATERIALS SHALL BE CONTAINED IN A SECURE PUCE TO PREVENT .47PAW AND SILAGE CONTRACTOR SHALL STORE BESE PRODUCTS WERE I EY MILL SFAY DRY OUT OF FFE RAW. CONTRACTOR SMALL PROWTE SECONDARY CONTAINMENT FOR ALL FUEL SRRfD ON -SEE EdNNATE OR REDUCE PCUU71ON OF STORMWAIER FROM STOY(MLES KEPT ON-SHE STOC,PEES MAY haffil SEC, PARING LARRALS ASPHALT CCYKRITF A69EGAE BASE, ETC STOCkNES SHALL BE LOCATED AWAY FROM CNBNRAED SAIRINATER ST07LWA764 RUNS AND STORM ORAW INLETS STOCKPILES SHALL BE COVERED OR PROTECTED M7H SOL STAMJZ41M MEASURES AND PROUD WIN A 1114WARY SEDMENT BARRIER AROUND DE PRINTER AT ALL EWES TRAINING CONNACTORS' EMLOYEES WO PERFORM CONSNUCDCN W DE CITY O ENCKBTAS SHALL BE )RAMO 70 BE FAMILIAR WIN THE CITY O ENCIRTAS SRMYWATER POLLUTION CONTROL. REMD ANN BESE BNE NOTES SHALL BE AVAILABLE 70 EYERYOVE WORKING ON SITE FFE PROPERTY OWNR(S) AND RE PRIME CONTRACTOR MUST NUNN SUBCONTRACTORS ABOUT SAXIMTER REQNTEMENTS AND BIER 00 REShOMSBEIDES WASTEMAMWEMENT COMPACTOR SILL BE RESPU ME FOR PROPERLY DISPOSING OF ALL WASTE AV MOSED CM57RUC70 MATERIALS WNW OF MWISEB OR WASTE MW7S ON BE GROW, WERE WATER CAN CARRY REM INTO RE CMWYANCE SYSTEM IS SOCRY PRURBIED. NO SEEPAGE FROM ANY DUVPSTER SHALL BE DISCHARGE) INTO SUMMER. BE,RMS/MKES SILL BE PLACED AROUND ALL DRAPSIERS TO NUT RE MARITAL STURM RUNOFF. DMN97ES SILL RE CHECKED FREOUENRY FOR LEAKS MAW SIR IDS STALL REMAIN C00 AT ALL WS DUYPSIERS WMOUF LDS SHALL REPLACED NNW STRUCTURES NM APERWOUS ROON'C OR COVERED WRY TARPS IN ORDER 70 AWAD RAN CONTACT NM ANY IRAN LATERAL. MANY CMS'UUC70 MATERIALS NCUDNC SOLVERS HAIR-BASED PARIS VEHICLE SUDS MOVEN ASPHALT AND CONCRETE WOW,, AND CLEARED WR7AMV CAN RE RECYCLED. NON- RIEWBIE MATERALS MOST BE TAKEN 70 AN APPROPRIATE LANODL OR WSDSD O AS HAZARDOUS WASTE FOR INFORMADCN ON D19UVL O HAZARDOUS MATERML, CALL RE HAZARDOUS WASTE H07M TOLL FREE AT (M) 714 -MISS FOR WFORMA TON ON WKkNLLS AID TO ORDER M/MPS'TRS CALL LOCO AT (760) 435 -4151. POLLUTANTS SHALL BE KEPT Of EXPOSED SURFACES PUCE TRASH CANS AND RECYCWG RE(EPTACES AROUND ITT SITE PORTABLE THEN MUST RE IN GOOD WCNNWC ORION AND CHECKED EREQENRY FOR LEAKS CONTRACTOR 91ALL PROWTE SECONDARY CWTAWMENT AND LOCATE PORTABLE @YEN AWAY FROM STDWWRAN MM ON PERVIOUS SURFACES ALL CONSNUM DEBTS SHALL BE KEPT AWAY FROM THE SKEET, CUTER, AND STORMDPAN. COV RACTOR MUST ROOMY CHECK AND CLEAN UP MATRAL THAT MAY HAVE TRAVELED AWAY FROM CONSRUM 9E FOR MORE WFORMABON ON STOMIATER POLLU70 CWROL MEASURES AND ASTIAMENTS PLEASE CONTACT ITE DOVEMIING DEPARTMENT CITY OF ENCNTAS A7 (760) BIT -2710. NONFICATIONS.• 1. 79 EWSTENEC AND LXA70 OF MKKRGWIINO UTILITY PIPES AND SRUCIRES WOW ON THESE PLANS WE 09TAINEV BY A SEARCH OF AMARIE RECORDS TO 79 BST O OUR KNOWLEDGE RARE ARE NO EXISTING URIRES EXCEPT AS SHOWN ON WE PLANS HOWEW£P. IE CMRAC7OR IS REQUIRED TO TAM WE PECAU70ARY M MW TO PR07ECT ANY MIND UTIUMS OR SRUCTWES LOCATED AT RE WORK SE IT IS BE CNRACTORS RE70VISMUTY TO CONTACT DE FULOWNG EWERS O SAID WRITES OR SWWS PRIOR TO ANY 9CAVAT09 FOR VE>RABLIW AND LOCATDW OF UNNES AND NOMMAIM OF CNYENauEWT OF PORK A SEND? - CITY OF fNCDWTAS - (760) 63J -2770 B. GAS S DECIRIC - S)GE - (760) 438 -6100 C WATER - SAN DIEGR70 WA RR DISTRICT - 1 -807 -117 -2600 0. TELEPHONE - SEC SITE - (760) 489 -J411 E CABLE N - COY COM ONCAPONS - (760) 8I6- 9809 X1233 2 CARACTOR SHALL NOWY THE CITY DANFERS OFFICE 48 HOURS PROP 70 BEGINNING ANY WORK ON AM FROM PHONE (760) 633 -1770. J BE CONRACID7 SHALL GVE 24 HUBS NOIKE ON CALLS FOR NSYCROV. PHM- (760) 633 -1770. ALL WORK PER0 0 WINOUF BEMTIT OF BEFECRON WEE BE SURECF TU REECRW AND REMOVAL. EARTHIKIRKDATA KAM" WRRCAL DEPTH OF WT= 16 FEET KAM" WRRCAL DEPTH OF III = TIT FEET WT =109 CY FIE = 56 CY EXPORT= 53 CY MIEMAL UNDER BLDG-` 40 CY (JO' REMOVAL AND RECOYPACRON) RENEWAL OUTSIDE BLDG= 8 CY (E)0' REMOVAL AND RECOMPACNN AND 3- DOW DE &UK) PUBLIC WORKS I PLANNINGDIVISION J&kti Ugroly 7 -9 -20 DA E• 5 -28 -20 ROE NO 44173 ENWE R OF NORK LIP.: ¢4Z�21 7 -8 -2020 OWNERS DENY FAUJIS 159 KttKENNY DRIVE CARDIFF, CA 91007 (S5R) J42 -2020 SITEADDRESS 2505 NEWPORT AVENUE UW,, CA 92007 ASSESSOR'S PARCEL NO. 161 - 141 -20 DATEOFSURVEY JUNE 13 2019. LE614L DESCRIPTION LOTS 46, 47 AND 48 IN BLUR( 4 OF CARDIFF, IN BE CITY OF LNCWTAS COUNTY O SAN DIEGO, STATE OF CAUFMNVA, ACCOONG TO MAP DEREOP N0. 1298 FIB IN THE CITIES OF RE COUNTY REORDER OF SAN DE60 COUNTY, NOVEMBER 14, 1914 HEREBY CVVSMA1E0 INTO ONE LOT, MORE PARTIC"tY DESMIRED AS FOLLOWS REMAND AT DE NORTHWESTERLY COWER OF SAW LOT 46 SAID (ERER BLIND DE NO.SECRIN OF DE SOUTIRY LRE OF KEKENNY DRIVE AND FFE E451EMY LAE OF NEWPORT AOCC THENCE ALONG Dk NORTHER Y LIE OF SAM LOT 48 AND RE SCUBERLY LhE OP AKDWY ONE NO7TN 58'50'00" EAST, 11000 FEET 70 DE NORDEASTERLY COWER OF SAID LOT 46' THENCE ALONG RE EASTERY ONES OF SAD LOTS 46 47 AND 46 SOUTH 3110100" EAST, 7500 REEF TO Dk SOUREASiLMY COMER OF SAD LOT 46; THENCE ALONG 71E SOUBEMY LDE OF SAD LOT 46 SOUTH 58'5000" WEST, /2607 FEET TO THE SCUIRI ERMY CMA R OF SAID LOT 46, SAD POINT BEING ON ME EASTERLY LNE OF SAD NEMWORT AVENUE; THENCE ALONG FFE WSEMY UE OF SAD LOTS 46, 47 AND 48 AND SAD ESERY LINE O NEW'ORT AHNUE NORM JI.10'00" WEST, 75.00 FEET 70 THE POINT OF HERDING. AUSNABOVE MR090 LOTS 46, 47, AND 48 ARE COISUIOA71D INTO 0'E LOT AND MAY NOT BE CONVEYOR .SYOARA0Y OR MUD AGAIN INTO SPAN 7E LOTS EXCEPT THROUGH A AWRY SI MSK Y OF M CLNSMIDA NO LOT IN ACCORDANCE WN 71E PROWSONS OF THE SULDWSMV MAO ACT AND APPROVAL OF DE CITY OF LNLUM7AS OWNER5CER77FICATE l (ICE) HEREBY CERTIFY NIA A REGISTERED SOILS allVED? OR MOOST HAS LED OR WU SI RETAINED TO SWERMY OVER ALl GRADING ACDWTY AND AOWY ON Rk CORACAM AID STAMUTY O FFE 71E. I (WE) FERRY AGREE TO INDEMNIFY, DEPEND, AND HUD CITY AND CITYS OFFICERS OPKOLS EMPLOYEES AAD AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UASIIMS CANS DEMANDS CAM OF ACDDYS LOSSES DAMAGES Alps COSTS INCLUDING ALL COSTS OF DEFENSE DEMO, ARISING OUT O; OR IN ANY MANNER CONNECTED DRECRY ORW HOLLY WM ANY ACPS O? OMISM O OWER OR OWNERS AGENTS aROYEES CONIRACRAS SUBCONTRACTORS OFWALS OTTERS OR RPRESENTARWS FOR ANY AND ALL WORK OR CWHRUCTON COVERED IN DE PERMIT OR DOWELLED) DRECRY OR INONECRY TO RE PERMIT OR APPROVED PUNS WON THE PRIVATE PROPERTY OR PUBLIC EASEMENTS STGWAURE.. P"" TL.aL� es /Ia/ &DAlE DENNSE PHILIPS STA TEMENTOFENOINEER OF WORK DE UNDEP,GWD DONE AGREES THAT THE WA7K PERFORMED BY BE DOVER SMALL ODWY WTI THE GENERALLY AOUPTEB STANDARDS AND PRACRLS OF TIE BOVEIRS IMAGE OR PROFESSION. BE DOVER FIRM AGREES MAT M kVK PERFORMED HEREIN SMALL BE N ACIXRDANM WIN THE ROES AND REGKARONS REOIIRED BY DE CITY OF ENCWFAS 70 DE EXTENT THAT DE BOVE P CONNUS SOON PERFORMANCE.. DE DANEFR AGREES THAT ANY RANCECK OR REVRW PERFORMED BY DE CITY OF ENCWFAS N ITS CAPACITY AS A RAM ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINATON BY DE CITY OF ENCWTAS OF BE IECMWCAL SUFFICIENCY OR ADEQUACY OF FFE PUNS OR OEM AND IT )NME WE' DOT NOT RENEW BE DAWER OF RE9'ONSBLIlY FOR FFE PLANS OR DE%%' OF RRROGIRTS BARED BEREDN BE BOVE R AWES 70IN ANF-Y AND HOLD HARMLESS DE CITY O DOWTAS AND 17S OECERS AUNTS, AND EMPLOYEES FROM P7OP91Y DAMAGE OR BLIMY WARY ARISING SOLELY FROM TIE NEDUGENT ACTS E1L7URS OR OMISSIONS Or BCE RGAEF.R AID MS/NER ACTN75 OR EMPLOYEES ACTING NM THE COURSE AND SCOPE O SUCH AGENCY AND EMPLOYMENT AID ARM OUT O THE WORK PERFORMED BY ME MADE. SGNAORE �" "---7e' DA E: 5 -28 -20 ilfMifl /IFSL.'��E cGNANr. saLPO ENGWEWND WG "MOUES "S ADDRESS 171 SAXOMY R040, SE 113 SOWTAS CA. 92014 S HOE NUMBER: (760) 436- 0660 =' = No. 44173 RCE aRn 6130111 w PARKSANDRECREATION 7 -1 -20 RECOMMENDED: APPROVED :Z p StP,v No ak/ `/ SS AF- CITY ENGINEER 7 -9 -20 7 -9 -20 DACE CAIE FlAWNM CASE ND NIA BMPPROJECTSTATUS STANDARD SAN DIEGUITO WATER DISTRICT Cwst mp OIsom 06/30/2020 2505NEWPORTAVENUE PHILUPSRESIDENCE APN:261. 142.20 c ENCINITAS FIRE DEPARTMENT Vern. T3exberef 6 -30 -20 SM DACE DRAW/NGNO. 14441 -SG SHEET IOF3 00 00 m !di I'69G iRBll6 �'IdP)lici I. E aSING TOPOGRAPHY BOIb1V1ARY DATA MIN HEAfCN PRONGED BY SAMPO ENMEERNG WON ARE 1J 2019. 2 A PRc7MMNARY BILE REPORT PREPARED BY FIRST AMERICAN TITLE COMIPANY DATED STEMMED? 4 2018 AS Oa7FR N0. DIV- 5762596 04. HAS BEEN REWEWD EDIFY RESTING W -SITE EASEMENTS AA? TIETRE ARE NO EXISTING ON-SITE VAN . J. ALL W-STE STORM DRAIN DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND STALL BE MAINTAINED BY THE PROPERTY OWNER. 4. WALL ELEVAPOMS SHOWY HEIFER MAY VARY DURING CONSTRUCTION DUE TO EMS7NG GRADES AND SIC ENLYMEER RECOMMENDATIONS SIC ENGINEER 9MLL DETERMINE FINAL WALL FOOING DEPTHS 5. ROOF DONNSPOUTS TO BE DISCHARGER INTO LAWSCAPNG AREAS PRIOR TO DISWARGE 70 THE SATISFACTION OF THE CITY DVGNEER. WATER SHALL NOT BE ALLOWED 70 POND W SITE AND STALL NOT DRAW TOWARD BUILBNG FO NVAPONS 6. ALL EXISTING AND PROPOSED U7EITY LINES YRMNG TIE SURECT PRGM STY SHALL BE INSTALLED 7. CONTRACTOR 70 LOCH IE AND PROTECT N-PIACE ALL EXISTING WATER SEMS AAD WATER METERS 8 EXISNNG SIRU MONUMENTS STALL BE PRO7ECIED IN-PLACE IF ANY MONUMENT 15 9I57WO OR UESROYED LT SHALL BE REPLACED BY A LICENSED IAA? SURWYOR AND A CORNER RECORD OR RECOW) OF SUREY SHALL BE FIIf9 WIN TIE COUNTY PRIOR TO RELEASE OF SECURITIES 9. CONCRETE S?EWALKS AND PATIOS SHALL NOT RE LESS THAN 4' POE OVER 1' CLEAN SAW RRFORCED NTH NO 3 BARS AT 18" D.C. N BOTH DIRECTIONS OVER RECOWPAC7ED NA Rif %WAOE SOY, W ES DEUMNED OTHERWISE BY SAL ENO'NEER. ,JMTS AND RE IRCIAKNT PER SOL EMU.. 10. YE STREET 3 I TEMPORARY MM CONTROL MEASURES AN? CMNUC70 BEST MANAGE10T PRACOAS 11. UNLESS WHO OWNSE ALL ROADWAYS STALL HE A MINIMUM WIN IAN WRING CYNSIRUCNN AND MANTAMED FREE AND PEAR INCLUDING PARING OF WAM-S N ACLWANCE NTH THE UAMfOR.M ENE CURE AAD CITY OF ENOWFAS FIRE DEPARTMENT. 12 A= ROADS STALL BE DEST90 AND MAINTAIN TO SIIr'PWT THE IMPOSED LOADS OF NOT LESS THAN 75,070 POM?S 13 ALL THE HARK PROPOSED ON THIS PLAN IS ENTIRELY WnMN nE APPLICANTS PROPERTY OR W7W THE EASEMENT 794T APPLICANT HAS RIGHTS ON IF ANY DISTURBANCE 70 ADJACENT PROPERTIES NOT SHOWY W THEY PLANS IS ANTIM U AS A RESULT OF ANY PRORM WINK OR AT THE DISCREnON OF THE CITY FIELD INSPECTOR A WIMTIEN LETTER OF PERMIS'90N ROW THE ADGCEYT PROPERTY OWNER MUST BE 06TAMIEO AND SIN.(MTU TD TIE CIlY PRIOR TO START OF ANY SLOE WINK ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREWWSY AUTHON7E0 N WANG AND SUBMITTED TO THE CITY IS GROUNDS FOR A SRlP -"K TO BE ISSUED FOR UK FRO.ECT UNTIL NE REQUIRED PERMISSION IS CNTAMED. It All UNJ70 SHOW/ HEREON ARE APPROXIMATE CONTRACTOR 70 VERIFY LCCA70 PRIOR TO COYSTRUCTIOY. PL IM FENCE -� DRAINAGE CHANNEL CROSS SECTION 1, A FEW R 4' l8' r AEP ROOTED DENY A4p/OIT FaOR AWU DRAB SAL ©ova n0. ARM *W- REIENPON ENONfERED SQL LAYER STILL BE MINTY 18' DEEPSAWY LOAM SOL WX NTH NO MORE THAN 58 CLAY CONTENT. THE MIX SHALL CONIAN 50-60% SANG 20-309 COMPOST OR HARDWOOD MOO( AND 20-JOR TOPSOIL THE EFFECTIVE AREA O. 7BE BASH SHALL BE LEE, BIO- RETENTION BASIN DETAIL n 1a..r u V o�W 0 ° R/W R/W 66.72 N 6651 P ENCIPMCIAENT MANIDUACE AND REMOVAL AGREEMENT RECRE7f0 AS DOCUMENT / NIIM&R BE I'FAM BECYRDS rL I / AC PAVEMFNr WV l ✓z fA%MWTFO?R1?YPURPaYS GRANTED TO RE CITY O`ENCIWTAS RECYRIXR AS O'K'NEM1'IS NO O; OFKIAC RECM. 171 EP / 6 9 -13 v Z NF 9 4 RR/W 6606 fP '� 13 13 678' ' 90 SI B 2 4 eB AC PA LAMENT .fit CL I FQ 681' '�0 3 .69. I 87M 66.3 At 1 / 94 ACH / I r � EnsPVC WALL � 95 6�, ( I 6616 i ICI 3 69.18 / I � s sld6" [775 &KENNY DRIVE - s ac PA MIT \69 APPROX LWAnW CY EA75TINC 6' ACP WATER MAIN + DISTRICT RF INld7ARE TO 1' COFM WATER LATERAL AND DUAL .METER PER W.- 69.1 WASWF09, NC- I7ATONOf IXPOISE iS EP fG 688 MAIBOX / 1 O uAfi _ , EP_ -„Oi ,•10�' 87M.- 66.9 ., pm 1 l l2505 NEWPORT AWE. EXISDNG BUILDING ff.- 69.600 i 3 66 3 s PAD.- 68.9' EDiNc MAILBOX a e s 6679 EP as 6804 G srp� 6915 156'i 2500' i 2500' 1 r � _ i -- m a 2 67 s 9 LYN 6 &IB \3 \ 8 I CI 20' , I � � (4) y 5 NL 68.1 w 0 EC 665. CE; '& BIM 65.9 YL 6737 EP 6794 EP a 6j� `� 6BZZ 6.pL.V I I AC PAVEMENT I _ I I I 6720 LP + 6803 EP ✓z I I 2 55° WDE (Ab FENCE 1. / U J flIIL 3 YGY JI,UAT[ INN lR NAIMAL 2 FOR CRASS OR TIRE OPTM INSTALL UNAOK 70 450 IDPF ffWINCSIOT MAT TYPICAL VEGETATED DRAINAGE SWALE n /p STYMIE V BENCHMARK AS- BUILTAPPROVALS CLTY OF DIONTAS SURVEY CWTRO NETWORK PUT ND 1042 STARON NAME TALC -41' 25" SD. COL DARE FS DISC STAMPED "W 136, 1968" N EAST SUNG WALL OF THE NORTH EAD BE THE NORTHBOUND AWAY 101 OR?GE OVEN SAN ELId7 LAGOON. MAW. 16978' DATUM: NAM PROPERTY BOUNDARY A R/ ^ u P&OLIC x WOENT L SAMPO DA IE PEAMM REVENER SEW BARRED? NSRCiW ir . r , O � , L LOOT 411 VDN FE�L/E8R - I ll ACGR C,fTE• VOV &WMIG CONY - 2" I" BE IA' 70 J/B' (N0. 8) AGGREGATE CIARER CORY - 4' - W O-J/8' R7 1/1� (NO 57) O7USHID ROOK .MN. 6" PACK OF CRUSHED J 4,� RICK OrTiRl"R'61P= 159 KILKENNY DR. ENSRNG BUILDING FE.• 70.60' PAD.-1169.191 9' BUILDING FFO�Wc Nil aC n CWG 0 POWER POf & R/WI CITY WRE SDCA£ 9 O 4 M /50T L S 33 3 �1Q0' Dow z¢zz 8 a + z � It zo, IN '- 5 ION � ISOr G 11 y 700) c 1 70 ✓�j SHRUBS `_69 7 6899 55" WOf NDW FEN�� CITY ACCEPTED 6x10" PCC FERRI CMNB F&WA%E PAVERS aP LiusIID G -1 am NOTES -ALL AGGREGATE MUST BE CCEAN/WA90 AAD FREE OF ELKS (SAND, 5E T, ETC) -TIE PAVERS SHALL NOT BE SEAMED ONCE PTE WD FELLN HAS BEEN ADDED -LACY COURT 91ALL BE WERA TORY WWWACTED BEFORE PLAFEIENT BE NEAR CWRSE' - SPECIAL APPROVAL RfOW0 FOR UY N H'AMY EIPANSIf SOY- SJBPNAM MAY BE REWIRED PERMEABLE PAVER X- SECTION WITH CONCRETE EDGESn NTS L Pun PmraaU OMAN au KNU N O LEM aurcxnrcu Damn; run rur. PROPERTY BOUNDARY A R/ ^ u RUNT OF WAY EXISTNG CONTOUR 9TYENONEER EXISTNG ELEYARON ICE NI 44173 NEW CONTOUR _ + NEW ERA 7 -9 -20 7 -9 -20 DAnM EL1E EN&WEER OF SUNK DP.: 6/30/21 DAIS DATE / DRAWAGE SWALE T INECTION BE FLOW C'QYCFEIE PAVEM0IT/HARDSCAPE a� caNaRE1E MASANr REraMWVC WALL I DIo- BETENnW sash WM1 .Tp LW - - - -vy _ 0 POWER POf & R/WI CITY WRE SDCA£ 9 O 4 M /50T L S 33 3 �1Q0' Dow z¢zz 8 a + z � It zo, IN '- 5 ION � ISOr G 11 y 700) c 1 70 ✓�j SHRUBS `_69 7 6899 55" WOf NDW FEN�� CITY ACCEPTED 6x10" PCC FERRI CMNB F&WA%E PAVERS aP LiusIID G -1 am NOTES -ALL AGGREGATE MUST BE CCEAN/WA90 AAD FREE OF ELKS (SAND, 5E T, ETC) -TIE PAVERS SHALL NOT BE SEAMED ONCE PTE WD FELLN HAS BEEN ADDED -LACY COURT 91ALL BE WERA TORY WWWACTED BEFORE PLAFEIENT BE NEAR CWRSE' - SPECIAL APPROVAL RfOW0 FOR UY N H'AMY EIPANSIf SOY- SJBPNAM MAY BE REWIRED PERMEABLE PAVER X- SECTION WITH CONCRETE EDGESn NTS L Pun PmraaU OMAN au KNU N O RECOMMENDED: APPROVED: � p ^ ��L aurcxnrcu Damn; run rur. `/ 5 -28 -20 DAIE• if NOWArvNowak 57�4fAOWAK ID - -yam 9TYENONEER ICE NI 44173 WKENI L SAGO 7 -9 -20 7 -9 -20 EN&WEER OF SUNK DP.: 6/30/21 DAIS DATE PlANNNG CASE Na N/A 15 L(EJTf I niT Lur KEYNOTES: DENOLISHIPROTECT/MPLACE• O SiMBCM - -J[u - X 320.43, (320.43) 322 320.10 0 1. DEMOLISH EXISTING TREE 2 DEMOLISH EXISTING CORNEIE 3 DEMOLISH EXISTING FLAGSTONE 4. DEM0191 EXISTING KEYSTONE WALL S DEMOLISH EXISTING BRICK & PROTECT E•WSPNG FENCE WALL ME-PLACE 7. PROTECT EU MG WON FENCE N -PUCE & PROTECT EUM KO' POW W -PUCE 9 DEMOLISH PORTMN OF EMSINC FENCE WALL 16 REMOVE FXISTIC NRIG470 VALVf It DEMOLISH EXISTING WOOD 12 DEMOLISH EXISTING AREA DRAM 13 CONTRACTOR TO VTFY ARE N CIMSNW70V AND RFMMT 70 ENAVEER 14. DEMOLISH DEW SPA IS PR07CT PUMP EOMPA&T ME-PEACE NEW/MPROVEMENTS: ❑ 1. RESIDENCE PER ARpMIEC7S PLAN 2 BUILDING STEM WALL PER ARCI7ECTS FLAN 3 2ND FLOOR DECK PER ARCHITECTS PLAN 4. STARTS ABOVE GLADE PER ARCHITECTS FLAN 5 STARTS ON-CRAVE PER ARCHITECTS FLAN 6. COWIE MASWRY WALL PER SDR.97 0-5 WALL DRAMS PER C -7, C-8 DAD. 7 COWIE MASWRY WALL PER SDR.97 0-3 WALL DRAMS PER C -7, C-8 DAD. 8 PER.WARIE PAVERS PER DETAIL D" 9. 11' IM7E PCC OPEN CHARNEL PER Rum A' 10 TRASH ENCLOSURE - 4' HIGH WALL AND GA IF PER ARCHITECTS PLAN 11. PORTABLE JAGEE PER ARCHITECTS PLAN 11. GREEW SE PER ARCHITECTS PLAN 1J 3'Wgl 6' caw7E MASONRY FENCE WALL PER Sam C -3 EATON EMSNG DR4INAGMTORMWATEROUALITY.. Q 1. 24" WOE DRANABE SWAGE PER DETAIL C' 2 44 SF BOO -MMOON BASIN PER DETAIL TH' 3 50 Y SO- RETENnCN BASIN SIMILAR TO DETAIL C" 4. 104 Y 30 -MMOON BASIN SIMILAR TO DETAIL 'B' 5 KEEP HOLES B BAY WALL FOR DRAINAGE USE 3 -110 HOLES 0 FL 6. J -1" PVT PVC (SIR -35) STOW DRAIN PIPE 0 iS MN SLOPE OESSI �c+ $ �m �n r._ ��� 10 5 0 10 20 2505NEWPORTAVENUE PHILLIPSRESIDENCE APN261. 142.20 SCALE: 1° = 10' oar ml ! DRAWING N0. / 14441 -SG SHEET20F3 < a 00 00 0) CRUMD AGGREGATE MIER THAN 3'W BUT 4. 57 SMALLER THAN 610 o n M u IY LNl RLTER FABRIC DISTNc o�" V LL W SECTION AMA MW R/W R/W Rn y NOT:: CONSTRUCT SEDIMENT 2" BARRIER AND CNANNELIZE RUNQT I ^ TO SEDIMENT TRAPPING DEYCE G✓ M,N�t� F-A 66.71 IT? 65,51 F ENCROACHMENT YALN7ENA NCE AND REMOVAL AGREEMENT RECOR90 AS DOCUMENT ' H NUMBER OF 6MC Al RECCWDS rL 7 / + l WV AC PA l4MENT l FA.¢WNT FOR N/W PURPOS!S GRANTED RI DID CITY DU ROWME RECORDED AS DOCWM73 NO. O; OYFIGAL RECORD 6111 . 6 —13 Rl** 66.06 EP 6 ser 678 2C"K I AC PAKMENT - 4'P >r I M!.' 6ES R'eYy� 3 by FG 68111 / o BIM 66.3 / I f L� / YA7� �-•O 7 DS EXISTING WAIL I // Fb. ItM AR KLOph' I Pa JO 1p 69.16 IN 6802 EP 6819 EP + 6966 fP / 7017 Ep KILKENNY DRIVE AC PA hEMENT \T9 APPROX. LocAnaN � Exrsnnc 6' _ WATER MAN wv/ + DISTRICT 70 W ADE TD r CGVPER WATER LATERAL AND DUAL NITER PER 7 WAS P6 09, -17 AI OYMER'S EXPENSE ifMPO4ARY 9LT FB ff fG 668 WC H PER DETAIL ' + O Q R 1'Fm" AND CASOA DETAIL SE -I z4p �-BTA 669 303' Z � LANiER 6B.9JiDO 60 - Gb9 1 Ep 09204 1e1110' / a OWER POLL s R/WR/W r sB� /mac i 3 9. I I GUY WRE 2 EA6S , PER DETAIL D' d' G s iP N l t � e � 500.4E IT W N e+ 11 .SE1 1 b2 WNC a I� PIASTER m e 7505 NE{4PDR7 AVE _ E[EC CAP EXISBNG BUILDING (1 61.37���i g19 .�8 FF 69.60 ISNNG 6960 fF@AIEK I 1F 'TIDING PAD: 68.9' LOS 47 / MA0OX i3r 3 66.79 EP 6,6,95 6 &04 EP s T ' 69.15 15.00' / 15.00' I a 679jjp1 sal z 5 68 R 8 f 678 V 65: 6733 EP } 67.94 EP - AC PAKMEN7 I I I 67.10 EP 6 WW EP 3 1..I T v ENHANCE L? HiR DETAIL Y AND CAS Aga ego `I _ $T T:-1 i ,0 159 KILKENNY DR. EXIS77NG BUILDING 1 F. 70.60' FF.' 70.60' 699' PAD. 69;9' 2 BUILDING 1 +70.64 FF�.'(N'C ADD17/OND ���� rFF... 69.60' _g In of a HIRE p L � rrrrrr ., � I I ,7C�II ♦ � r ' , ' ♦1 � r r r i�r r r •r r I r� rl � •r r. �' 0, �n� Jill O • I'" r Id Or •r„ / r L1 10 DESIL77NGSWNN07F &O- RETENBON BASS SHALL BE EXCAVATED AND USED AS DESdTHNG BANS Dlb4/NC CYNSNUCRCN. DID .4LT ..WALL BE COMPLETELY REYOPED AND THE &OREZEAFRION BASINS CORM ONLY FINAL SNE STABWZA7ON IS ADIEU, PRIOR TO OCGIPANCYAND/OR FINAL BENCHMARK AS•BUIL TAPPROVALS CITY LR ENChWTAS SWIEY aVN% NE71M PNr NO 1041 STATION NAME TNC- 41.25' SD. CO MAUS PUBLIC N6 DISC STAMPED •a• 136. 1968" IN EAST WIND WALL OF WANT L SAMPO DATE THE NORM EAD OF THE NORTRWND AWNAY 101 PLAMM WG7 Oil SAN EAA7 LAGOON. EWER MAW. 16.936' CA AM NAM NSPECTW Lov I SEE CWFCRA6A STOAMWATER WARTY ASSOCARO4 (0604) STANDARD Oil N0. TC -1 FOR ADDITLNAL INFORMATION CORRUGATED LA STEEL PANES 0 mm. I NOT AS REOU10 TO ACCCMOVA7E ANTCYPATD MATCH EXISTING GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE n NOTE. GRAONG INSPECTOR MAY AVOW CQ'd7UC•A7ED NO SCALE SIM PANELS ONLY WI HOOT Al 14° WDE (MIN.) HER CRfN9OG . ED CALIFCRH6A STORMWA7ER WANTY FOR DRAINA GE OKRROW pSSpgAiK.N (CASOA) STANDARD DWG. N0. 1 BAGS HICK (RP.) ­ WHERE NECESSARY 7 SE -4 FOR AOOIRWAL INFORMATION FAl CRAK1 BAGS RD (lip) ° TYPICAL VELOCITY CHECK DAM n r- a� p NO sraE ix p2p � PARCEL Q 4' PW PINE FOR DRAINAGE SEE CALIFORNIA STOZNWAIF QUALITY DIPENAYlG ON FEW COAVRONS ASSOCYAROR (CASOA) STANDARD DW NO. 'L .i -10 FOR ADDITIONAL WWAPON Q LOOT fi QQ Slgy 4173 7 -21 { 1L 2P ALOE 10 5 0 10 20 SCALE: 1° = 10' FABRIC WRAEBAG TYPICAL INLET PROTECTION n v 1. SET POSTS AND EXCAVATE A 4° WIDE X 4' DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF P0575 -1f 1.Ih•II� 4 LADIES THE POSTS r EXTEND BACKREL J. COMPACT IN SOIL EXCA APPROWD , EQUAL I J, FILTER r J �I,�II II= II =1I =1 s _ KIRE NOTE. SEE CALIFOl STORMIER QUALITY At MW Rif 2. 1 PENCE CONSTRUCTION MA Y LY USED II= II= II= II= II= II =1I =1 :i�11:- = II= II= II= II= II =II =1I u =1I= -1I= ...r r : Y THE Ec n• IT NM AND ASSOCTA WN . OA DAD DOG NO THE O. FOR Al INFOl RON rYPICAL SILT FENCE ruxS mpr LAMM aurexW.w.N a RECOMMENDED: APPROWED: � ` / nary rm.. DATE 5-28-20 St�m,, SiLWNOWAK RCE NO 44173 CITY ENGNEER WMTL SAMPO 7 -9 -20 7 -9 -20 ENIZEN OF WORK GIP.: 6/30/11 DATE DATE PLANNING CASE NO N/A 2505NEWPORTAVENUE PHILUPSRESIDENCE APN:261.142.20 II i �M El! DRAWING N0. i 14441 -SG SHEET30F3 < a 00 00 m ti I CHECK DAY PER DETAIL i —6°+" I 6 AND CASOA STANDA RD 4 0.8'014- 15.00' / 15.00' I a 679jjp1 sal z 5 68 R 8 f 678 V 65: 6733 EP } 67.94 EP - AC PAKMEN7 I I I 67.10 EP 6 WW EP 3 1..I T v ENHANCE L? HiR DETAIL Y AND CAS Aga ego `I _ $T T:-1 i ,0 159 KILKENNY DR. EXIS77NG BUILDING 1 F. 70.60' FF.' 70.60' 699' PAD. 69;9' 2 BUILDING 1 +70.64 FF�.'(N'C ADD17/OND ���� rFF... 69.60' _g In of a HIRE p L � rrrrrr ., � I I ,7C�II ♦ � r ' , ' ♦1 � r r r i�r r r •r r I r� rl � •r r. �' 0, �n� Jill O • I'" r Id Or •r„ / r L1 10 DESIL77NGSWNN07F &O- RETENBON BASS SHALL BE EXCAVATED AND USED AS DESdTHNG BANS Dlb4/NC CYNSNUCRCN. DID .4LT ..WALL BE COMPLETELY REYOPED AND THE &OREZEAFRION BASINS CORM ONLY FINAL SNE STABWZA7ON IS ADIEU, PRIOR TO OCGIPANCYAND/OR FINAL BENCHMARK AS•BUIL TAPPROVALS CITY LR ENChWTAS SWIEY aVN% NE71M PNr NO 1041 STATION NAME TNC- 41.25' SD. CO MAUS PUBLIC N6 DISC STAMPED •a• 136. 1968" IN EAST WIND WALL OF WANT L SAMPO DATE THE NORM EAD OF THE NORTRWND AWNAY 101 PLAMM WG7 Oil SAN EAA7 LAGOON. EWER MAW. 16.936' CA AM NAM NSPECTW Lov I SEE CWFCRA6A STOAMWATER WARTY ASSOCARO4 (0604) STANDARD Oil N0. TC -1 FOR ADDITLNAL INFORMATION CORRUGATED LA STEEL PANES 0 mm. I NOT AS REOU10 TO ACCCMOVA7E ANTCYPATD MATCH EXISTING GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE n NOTE. GRAONG INSPECTOR MAY AVOW CQ'd7UC•A7ED NO SCALE SIM PANELS ONLY WI HOOT Al 14° WDE (MIN.) HER CRfN9OG . ED CALIFCRH6A STORMWA7ER WANTY FOR DRAINA GE OKRROW pSSpgAiK.N (CASOA) STANDARD DWG. N0. 1 BAGS HICK (RP.) ­ WHERE NECESSARY 7 SE -4 FOR AOOIRWAL INFORMATION FAl CRAK1 BAGS RD (lip) ° TYPICAL VELOCITY CHECK DAM n r- a� p NO sraE ix p2p � PARCEL Q 4' PW PINE FOR DRAINAGE SEE CALIFORNIA STOZNWAIF QUALITY DIPENAYlG ON FEW COAVRONS ASSOCYAROR (CASOA) STANDARD DW NO. 'L .i -10 FOR ADDITIONAL WWAPON Q LOOT fi QQ Slgy 4173 7 -21 { 1L 2P ALOE 10 5 0 10 20 SCALE: 1° = 10' FABRIC WRAEBAG TYPICAL INLET PROTECTION n v 1. SET POSTS AND EXCAVATE A 4° WIDE X 4' DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF P0575 -1f 1.Ih•II� 4 LADIES THE POSTS r EXTEND BACKREL J. COMPACT IN SOIL EXCA APPROWD , EQUAL I J, FILTER r J �I,�II II= II =1I =1 s _ KIRE NOTE. SEE CALIFOl STORMIER QUALITY At MW Rif 2. 1 PENCE CONSTRUCTION MA Y LY USED II= II= II= II= II= II =1I =1 :i�11:- = II= II= II= II= II =II =1I u =1I= -1I= ...r r : Y THE Ec n• IT NM AND ASSOCTA WN . OA DAD DOG NO THE O. FOR Al INFOl RON rYPICAL SILT FENCE ruxS mpr LAMM aurexW.w.N a RECOMMENDED: APPROWED: � ` / nary rm.. DATE 5-28-20 St�m,, SiLWNOWAK RCE NO 44173 CITY ENGNEER WMTL SAMPO 7 -9 -20 7 -9 -20 ENIZEN OF WORK GIP.: 6/30/11 DATE DATE PLANNING CASE NO N/A 2505NEWPORTAVENUE PHILUPSRESIDENCE APN:261.142.20 II i �M El! DRAWING N0. i 14441 -SG SHEET30F3 < a 00 00 m Lov I SEE CWFCRA6A STOAMWATER WARTY ASSOCARO4 (0604) STANDARD Oil N0. TC -1 FOR ADDITLNAL INFORMATION CORRUGATED LA STEEL PANES 0 mm. I NOT AS REOU10 TO ACCCMOVA7E ANTCYPATD MATCH EXISTING GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE n NOTE. GRAONG INSPECTOR MAY AVOW CQ'd7UC•A7ED NO SCALE SIM PANELS ONLY WI HOOT Al 14° WDE (MIN.) HER CRfN9OG . ED CALIFCRH6A STORMWA7ER WANTY FOR DRAINA GE OKRROW pSSpgAiK.N (CASOA) STANDARD DWG. N0. 1 BAGS HICK (RP.) ­ WHERE NECESSARY 7 SE -4 FOR AOOIRWAL INFORMATION FAl CRAK1 BAGS RD (lip) ° TYPICAL VELOCITY CHECK DAM n r- a� p NO sraE ix p2p � PARCEL Q 4' PW PINE FOR DRAINAGE SEE CALIFORNIA STOZNWAIF QUALITY DIPENAYlG ON FEW COAVRONS ASSOCYAROR (CASOA) STANDARD DW NO. 'L .i -10 FOR ADDITIONAL WWAPON Q LOOT fi QQ Slgy 4173 7 -21 { 1L 2P ALOE 10 5 0 10 20 SCALE: 1° = 10' FABRIC WRAEBAG TYPICAL INLET PROTECTION n v 1. SET POSTS AND EXCAVATE A 4° WIDE X 4' DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF P0575 -1f 1.Ih•II� 4 LADIES THE POSTS r EXTEND BACKREL J. COMPACT IN SOIL EXCA APPROWD , EQUAL I J, FILTER r J �I,�II II= II =1I =1 s _ KIRE NOTE. SEE CALIFOl STORMIER QUALITY At MW Rif 2. 1 PENCE CONSTRUCTION MA Y LY USED II= II= II= II= II= II =1I =1 :i�11:- = II= II= II= II= II =II =1I u =1I= -1I= ...r r : Y THE Ec n• IT NM AND ASSOCTA WN . OA DAD DOG NO THE O. FOR Al INFOl RON rYPICAL SILT FENCE ruxS mpr LAMM aurexW.w.N a RECOMMENDED: APPROWED: � ` / nary rm.. DATE 5-28-20 St�m,, SiLWNOWAK RCE NO 44173 CITY ENGNEER WMTL SAMPO 7 -9 -20 7 -9 -20 ENIZEN OF WORK GIP.: 6/30/11 DATE DATE PLANNING CASE NO N/A 2505NEWPORTAVENUE PHILUPSRESIDENCE APN:261.142.20 II i �M El! DRAWING N0. i 14441 -SG SHEET30F3 < a 00 00 m Q LOOT fi QQ Slgy 4173 7 -21 { 1L 2P ALOE 10 5 0 10 20 SCALE: 1° = 10' FABRIC WRAEBAG TYPICAL INLET PROTECTION n v 1. SET POSTS AND EXCAVATE A 4° WIDE X 4' DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF P0575 -1f 1.Ih•II� 4 LADIES THE POSTS r EXTEND BACKREL J. COMPACT IN SOIL EXCA APPROWD , EQUAL I J, FILTER r J �I,�II II= II =1I =1 s _ KIRE NOTE. SEE CALIFOl STORMIER QUALITY At MW Rif 2. 1 PENCE CONSTRUCTION MA Y LY USED II= II= II= II= II= II =1I =1 :i�11:- = II= II= II= II= II =II =1I u =1I= -1I= ...r r : Y THE Ec n• IT NM AND ASSOCTA WN . OA DAD DOG NO THE O. FOR Al INFOl RON rYPICAL SILT FENCE ruxS mpr LAMM aurexW.w.N a RECOMMENDED: APPROWED: � ` / nary rm.. DATE 5-28-20 St�m,, SiLWNOWAK RCE NO 44173 CITY ENGNEER WMTL SAMPO 7 -9 -20 7 -9 -20 ENIZEN OF WORK GIP.: 6/30/11 DATE DATE PLANNING CASE NO N/A 2505NEWPORTAVENUE PHILUPSRESIDENCE APN:261.142.20 II i �M El! DRAWING N0. i 14441 -SG SHEET30F3 < a 00 00 m