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2018-13848 G (Plans)ONNfR IS TO OBTAIN A CCINSTRUC71ON PERMIT FRAY WE ENGNEERING OEPARAI'NT AT LEAST 48 HORS PRIOR 10 OWN IN TE PUBLIC LIGHT OF WAY. FAILURE TO DO SO MILL RESULT IN ISSUANCE OF A STOP ALIPKNOBCE AND DOUBIE PERMIT FF£S IT IS THE RESPONSIBILITY OF THE DINNER TO KNOW INHERE HIS/HER PROPERTY LINE IS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PRTP6RIY 'ONES WATER IS TO DRAIN AWAY ,FROMt STRUCIURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ALL UTNITIES SEW INS SITE SHAT BE NSFALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECIRCA77ONS FOR PUBLIC IRKS CONSMUCTON, THE DESIGN CONSIRUC17ON STANDARDS OF THE CITY OF ENCI NITAS AND IHE SAN DIEGO AREA REGIONAL STANDARD DRANNGLS ANY CHANGES OR REW 90NS THEREFROM SHALL BE APPROVED BY TIE CITY ENGINEER PM 10 ANY REQUEST fOR 100017ON. 2 THE SOILS REPORT BIDED 'PRELIMINARY OEOTECIINTCAL NWESHIGATION PROPOSED RESVEI PREPARED BY COAST OEOTfCWAL CONS -U-NNG ENGINEERS AND GEOLCl DAZED APRIL 1.7, 2014 PRILECT WO IP6MI& -WALL RE CCYY0E0 AS A PART OF INS GRADING PLAN. ALL GRADING -HALL BE DOVE IN ACCORDANCE W R DTI IECCMIMfNDATONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION NTIN PUBLIC RIGHT- OF-WAY OR EAS VENTS -UAL BE REQUIRED IN CON,IINCIIOV WITH IMPROVEMLNT PLAYS t, , i:• r- . 1. ,. F ,. 1 i •,.1 . i . i •.a.,. , 1 E' t I' 1, t'. -. Ill !' ! '! 1 r M 1 I' 'ill ! !A OG: i r..:1 6. THE DEVELOPER SHALL BE RESPON -BCE THAT ANY MONUMENT OR BENCH MARK Ni IS DISTURBED OR DESTROYED SHALL BE RE- ESTAWSMI AND REPLACED BY A REGISTERED CW ENGINEER OR A LICENSED LAND SURVEYOR Z THE CL7RACTOR WALL DESI CONSTRUCT AND MAINTAIN ALL SAFETY DEICES, INCLUDING SHORING, AND SHALL BE RESPONSI FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGIILATKMFS 8 GRADING AND EQUIPMENT OPERATING KPAIN ONE -HALF (tf2 MILE OR A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CWUCMD /ETM£EN II HOURS OF 5.30 P.M ANU 7.30 A:AL ON SARMM SUNDAYS AND CITY REGOGYIZfD 10" YS 9 NO WAONYG OPERATKMIS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION AEETING HAS BEEN FIELD ONSIIE NTH ME FOLLONNG PEOPLE PRESENT CITY II677OT O,INL ENGINEER SOILS 000NEER GRADING CONTRACTOR AND PERMl17EE THE PRE- CONSMUUCHON MEETING SHALL BE SCHEDULER WIN THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770 10 PRIOR TO HAULING DIRT OR CONSNUC7ION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WHIN )HIS PROLFCT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR TE PROPOSED HA t ROUTE TIE DEVELOPER SHALL COMPLY NIR ALL CONOIDONS AND REQUIREMENTS TE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING LPERADOI! It UPON FINAL CONREWN OF THE NCRK UNDER THE GRADING PERMIT BUT PRKR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SEOXRFTY, AN "AS GRADED M?fif7C4TON' SNAIL DE PROW STARVE 'TIE GRADING UANOI:,R ,`ERAIT Al 13848 -0 HAS BEEN PERFORMED N SUBSTAN71AL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOW DN THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL HE FOLLONED BY 7H£ DATE AND SIGVII OF IHf CIVIL HOVER NHD CERTIFIES SUCH GRADING OPERATION. 12 ALL GRAING SHAT BE INSPECTED AND TESTED BY A QUALIED SOTS fNGXtl OR UNDER AS DIRECDON FE 91ALL INSPECT AND TEST 771E EXCAVATON PLACEMENT AND COMPACTION OR FILLS AND BACKRLLS AND COMPACTION OF TRENCHES HE 91ALL SUBMIT SOILS REPORTS AS REQUIRED AND NDLL DEkTIMINE THE SBTA1Rl1Y OF ANY FILL MATERIAL. GROIN COMPLEWN OF GRADING OPERATIONS HE ,SHALL STATE THAT O4SERVA17OVS AND TESTS WERE MADE BY MM OR UNDER HIS SUPERW9ON AND THAT N HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEN IN7ENDE0 USE 13. THE CONNACTOR SHALL PROPERLY CJRADE ALL EXCAVATED SURFACES 70 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AM DAMAGE TO ADMW PROPERTIES OR FIND -RED NORK ON III' SIZE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OR FRESHLY CRADED AREAS UNIX SUCH NME AS PERMANENT DRAWAGEF AND EROSION CONPI MEASURES HAVE BEDV NSTALLED. 14. ALL AREAS 70 BE RILED WALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED N ACCORDANCE NIH STANDARD SPECIRCAPON ALL IE(ETAFLE MATTER AND 08100ill MATERIAL SHALL BE REMOVED BY 7HE CONIRAC)DR FROM THE SURFACE UPON Ni THE FILL IS TO LE PLACED, LOOSE FILL AND ALLUVIAL SODS SHALL BE RDJOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARRED TO A DEPTH OF 12 INCHES AND THEN COMPACTO TO A MINIMUM OF 90 PLRCENT. IT SHALL DE THE CONTRACTORS RES 0MVTY TO PLACE, STEAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 97ECOICATKM+S 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FNBSH GRADE TO PRODUCE %W7H SURFACE AND UNIFORM CROSS WRON THE SLOPES OR EXCAVATION AND EAMBANNKMENTS SHALL LE SHAPED, RANIED, AND TRAiIiHEO AS DWCTED BY THE ally LR OF WORK AND LEFT IN A NEAT AND ORDERLY COM017ill ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR LMBAWAINT SLOPES WHICH ARE LIABLE TD tECOME L002W SHALL BE REMOED AND DISPOSED OF TE TOE AID 70P OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDNANCE t6 ALL TREES BRUSH, GRASS, AND OTHER LYty I MINABLE MAMMAL WALL BE COLLECIED, PLED OR OIFAERNSE 06POSIO OF OFF THE 91E BY THE CONNACTOR SO AS 70 LEAVE THE AREAS THAT HARE BEEN CLEARED WIN A NEAT AND RN1,WEO APPEARANCE FREE FROM UN99MY DEBRIS APPROVAL OF LOCATION O' DEBRIS FIL SHALL BE SECURED FROM PIE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 17 111 REMOVAL OR ANY AND ALL CITY TREES SHALL BE CCNSIS777YT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED N7NN CITY STREET RGWT - -OF- WAY, ON CITY PROPERTY, OR NTHN C17Y EASEMENTS ARE REFERRED 10 AS CITY TREES AND ,WALL BE PR07ECTED IN PLACE DURING CONSTRUCTION UNLESS SPECRCALLY APPROVED 01HERNSE. NO GRADING, EXCAVA716N, OR DISMANCE O CITY TREE ROOT SYSTEMS SHALL OCCUR WNIH N THE CITY IREE DRIP LINE AREA (THE AREA FROM DIE TRUNK CE A TREE TO THE OUMAMMOST LOGE OF THE TREE CANOPY PROECSON ON ENE GROUND IF A CITY 7REE IS NOT LTEAHIY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN lF APPROVED IMPROVEMENTS AR�IN CONFLICT N171 A CITY TREE, IT MUST NOT BE OSTIRBEO UNLESS THE PLAN IS RENSED TO ADDRESS INE TREE REMOVAL ENefNfb #S Blvd } v+ a c�i z D St. z x � 6 E St. cN LL Ave. E SL SITE z 0 VICINITY MAP NOT TO SCALE EROSLONCONTROL L IN CASE RARGEINCY MW IS REQUIRED, CONTACT GEORGE J. COX 111. AT (206) 295 -1009, 24 HORS A DAY. 2 EQUIPMENT AND NORKERS FOR EAfERGENCY NRK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 15) ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER T AT CONVENIENT LOCAAONS TO FACILITATE RAPID CONSTRUCTK.W OF TEMPORARY 909M CONTROL MEASURES AWN RAN IS lAtii1INENT J. DEVICES SHOW CIN PLANS SHALL NOT BE MOVED OR MODIFIED WSOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4. THE COUNACTO? SHALL RESTORE ALL EROSION CONTROL D7ENCES TO NWKING ORDER TO THE SATISIACRON OF IHE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5 THE CON7R4CRR SHALL INSTALL A00190 L ER09IN CON OX MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OTPERAPON OR UNFORfSE91 CIRCUMSTANCES Hill MAY ARISE. 6 171E CONNAC70R SHALL If RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POID DALLY UNSAFE 7 ALL EROSION CONTROL MEASURES PRO11I4DED PER M APPROVED OP.AOING PLAN 54ALL EYf INCDRpmMO 1EREOL 8 GRADED AREAS AROUND 1HE FRO;IET PONM MUST IRAN AWAY FROM AE FACE OF SLOPE AT TFE CONCLUSION OF EACH WORK DAY. 9 ALL REMOVABLE PROMCFWE DEVCES SHOW SHALL BE N PLACE AT THE END OF EACH NRKlNG DAY NHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEDS FORTY PERCENT (41 SILT AND OTHER DEBRIS SHALL BE Ri AFTER EACH RA&FALL S70RNWATER POLLUTION CONTROL POST CONSTRUCTION BW/AYPNOTES L FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR IN70 THE PUBLIC STORM DRAM SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNAZED FOR STORM II ILR POLLUTION CONTROL SNAIL NOT BE MODIFED NIHOUT A PERMIT FROM TIE CITY. 3. ALL LMPERMO/S AREAS RM THE SITE SHALL IRAN 70 APPROVED BMP,4MP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROtAW1C l PRO? TO DISCHARGE FROM THE SITE ALL MMP&WOUS AREAS MUST SLOPE TOWARD RE APPROVED LTW/W0 FACILITYAND/QR THE T IIANIJSCAPLD AREAS 4 NO DRAINS SHALL HE INSTALLED IN HARDSCAPE DRIVEWAYS OR ANY OTHER WRYNDIUS AREA UNLESS THE FLOW FROW TAE DRAW FARGES TO AN ADELIFAIF /W/gl 5. DRIVEWAYS SHALI HAVE A MINIMUM 2X CROSS 20PE TOWARD THE IMP/WP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM FHAT IS DESIGNED TO COLLECT RUNOFF AND OISCIHAROE IT 10 AN AOEQUAZE NP/BMP. 6. ALL STORMWATER IMPABMP FACILITIES S OW HEREON -WALL Al MODIFIED OR ALTERED NTHOUT A PERMIT FROM THE CITY. 7 THE INSTALLA ON OF ADDITIONAL IMPERVIOUS SURFACES TINT SHDNN ON JETS PLAY MAY REQURE DHAT INS PLAN BE REM OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXISZNG AND PROPOSED 7RA-t &CLOSURES -(AL BE RIMO TO COMPLY NTH STOtiM WAJFR BEST MANAGEMENT PRAC710E REOULRWENTS. ZHE IRASIH ENCOSURES SHALL HAVE AN IMPERYZOIS NON - COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAN WA MR TO ENTER PIF ENCLOSURE. THE ENCLOSURE SIZALL BE LOCKABLE AND LOCKED OHM NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENING TO HOED IN ANY Lai NAT ESCAPE FROM PE OAMPSTER AND TO PREVENT ANY FLOW OF STORM WATER MUCH THE TRASH ENGOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND RAT TO ALLOW ROLLING OF THE DUMPSZER IN AND OUT THE ENCLOSURE SHALL BE .SELF COVTNNEU OR MAY HAVE A DRAIN NAT DIS91ARGES TIROUGH AN ADEQUATELY SIZED OLf GREASE SEPARATOR AND IS TEN FLZERED THROLIGL A CTY- APPROVED HYDROCARBON FILTER AND OSCHARRGLD INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT 70 PLANIERS OR THE STORM DRAIN S)SMM. A SEPARATE BLOODING PERMIT MAY BE R.EOLAI FOR ZHLS STRUCTURE 1, WATER MANS L4MR4LL5z AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SP£CF7C-ATIONS OF THE CURRENT WATER AGENCfS' STANDARDS COMMITTEE (HOBO). 2 REW9EW OF THIS PLAN BY SAN DLEC:O/FTO WAID? DISTRICT DOES NOT CONSTITUIF REPRESENTABON AS TO IFE ACCURACY 011 THE LOCATION 07 OR IMF EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UZIUIY, PIPE OR STRUCTURE WITHIN THE LIMITS OR THIS PROTECT. 3. ALL EXISTING FACILITIES NIGH MAY AFFECT FINAL DOW,, ZE., LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION -WALL BE FIELD III ALL EXISTING OR PROFO TD UPUTY CROSSING VIAN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON NPROW£AHENT PLANS LIfCNM AND SEWER TO OW UNDER WATER MAIMS UNLESS OVEN NRI77EN PEHINSSLOV BY SAN afalm WATER DISTRICT. 4 CONTRACTOR AND ONO ARE RESPOYSI 10 RELOC47E AMDJOR ADJUST FO GRADE ANY EXISTING WATER FACILITY (FRE HYDRANT METERS VALVES VALVE BOXES ETC.) IMICL IS AFFECTED BY Thi PRO.ECT. ALL AFFECTED WATER FACU77ES MUST MEET CURRENT WATER AGLTVCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIL177ES DO NOT MEET STANDARDS THEN THEY -TALL HE UPGRADED TO CURRENT STANDARDS AT THE ONERS EXPENSE. 6711 1N1/ OIAC• llil,!/ A�7Iq�7 !lldlfDl!6�rrI17�iX11O71110 i.7�117C711 :115dF 1144I rJ gl "1�1 q lR f vyl (ty f' 1 1 Y t9rr ltll f% rg;<�r h.( "1?lf� - .Rll YDd Z ALL WATER SERVICES TO BE CONSTZRUI CLEAR OF OfNWEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8 CALIFORNIA STATE LAW ASORY BILL AB -1953 IS REWRING THAT NO -LEAD BRASS BE USED IN THE COYSIRUCII OR REPAIR OF ALL POTABLE WATER SYSTEM EFFEC71W JANUARY 1, 10101 /N COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PAR7S 9. ALL COPPER TIUBING USED FOR AIR RELEASES, BLOW OFFS, AND SER6tlfS SHALL CE PROVIDED NTH CATHODIC PROTECTION N ACCORDANCE NTH WC -17 OR W -18 I A DER A f EA B L E A REAL S CA L C U L A Oro NS IAEERV IOUS AREA PRIOR TO CONS7RUCROIE 26173 SF IMPERVIOUS AREA AFTER CCNSIRUCROE 3607 SF IMPERWUS AREA INCREASE 1,004 SF IMPERIOUS AREA N£W/REMOW AND REPtALID• 2,337 SF 010 - RETEN17ON BASING SIZING• 2,337X 0..04 % = 94 SF ACTUAL L7ASIN = 96 5F STORMHAT&STATEMENT THIS PROECT IS CLAS -RED AS A 'STANDARD DENELOPAHENT" PROI PER CITY OF ENCINITAS STORM WATER CHECKLIST THE PROECT PROPOSES TO INCREASE THE 70TAL IMPERVIOUS AREA FROM THE EXIS77NG CONDLTON BY 1,004 ST THE BMP fFFECINVE AREA (94 SF) HAS BEEN SIZED AS 4% OF THE NEW AND/ NEMDWED AND REPLACED )MPERWDUS SURFACES NFIK31 IS GR€AIII THAN 9Z OF THE INCREASE IN IMPERVOUS SURFACE. CONCRETEWASNOUT CONTRACTOR SHALL ESTABUSH AND USE AN ADEQUATELY -ZED OONCREIE WASHOUT AREA TO COVIAtN WASHOUT WASTES ON SHE. IT IS ILLEGAL TO .WASH CONCRETE o- LLIRRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO NE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR MALL POST A SIGN DESIGWADNG THE WASFIOUT LOCARO. C 0 NS T R UC T I0N S 1 T E A CC ES S A STABIIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR WENCLES EGRESS AND INGRESS 70 PREVENT TRACKING DIRT OFF SITE TILTS SHALL NaWE USING Mill IMAL SUM AS 3' GazD -ED ROCK ANDfOR CORRUUC.AED STEEL PANELS /OPIATES C O N S T R U C T l0 N V ENI C L ES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION WNCLES PARKING, iENCLE REFUEUNO AND ROULADE EWIPMENT MANIENANCT ALL MAJOR REPAIRS SHAT BE MADE OFF -SITE. EROA NCONTROL ERDSOAN CONTROL MUST BE PROW FOR ALL ERC?SYWE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSIOFI RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUAIE GROUND COVER WECETA770N, AND BLINDED FIBER MATRIX. 6�f11lGNI%► ifli% IdT17t1f7U1G�te1,' TAi1L1/ 114G' 1$ T�IIXIJ 'iyJllT /G'71d(!l'SWr'iy ►1:Ty(a DIVERSION DIKES SHALL HE CONSTRUCTED TO CHANNEL RUNOFF AROMO THE CONSTRUCIM SITE. OWIRAC70R SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY NO ABSOLUTELY NECESSARY. LARGE PROaECTS -FALL BE CONDiJCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OR THE NATURAL WOUND COWER DO NOT REMOVE TREES OR SILRUBS 11MOF554II(Y,' THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PL ANTED ON SLOPES OR MERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION -HALL BE PR€WN ED BY PLANTING FAST- GRONNG ANNUAL AND PERENNIAL CRAM TO SIDLELD AND BIND THE SOIL. FLINT PFRNANENT tECETA77OJ AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC771fT7E5 ARE COMPLETE WATER USAGE FOR DUST CONTROL -WALL BE MiNil L? ON%WCYNYSMLCiTON94TFRIAL STORAGE STORED MATERIALS SHALL BE CONTAAED N A SEClRE PLACE TO PREW&VT 566W AND SPILLAGE CONTRACTOR SIDALL STORE THESE PRODUCTS WERE THEY HILL STAY DRY OUT OF 771E RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL SIGHED O -SIlE. EUMIVA7E OR REDUCE POLLUTION OF S70RMWAIER fROM STOCKPILES KEPT ON-SI1E. SMWXES MAY INCLUDE SOL PARING MATERIALS ASPHALT CONCETE AGGREGATE BASE ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENRAMO STORMWAITR STORMWAITR FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZARON MEASURES AND FRONDED NTH A TEMPORARY SEDIMENT HARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES NW PERFORM CONSTRUCTION N THE CITY OF ENCINTIAS SIIALL BE TRAINED TO BE FAMILIAR 41 THE CITY OF EN ITAS SWORMWATER POLLUTION CONTROL REWNEMENTS MY BW NOMS SHALL BE AVAILABLE 7D EVERYDE "KING ON SIZE. )HE PROPERTY ONAU(S) AAVI IRE PRIME CONTRACTOR MUST Alli SUBCONTRACTORS ABOUT STONMWATER R£QUR£MENTS AND hill OWN RESPONSIBL/Al WASTEMANAGEMENT CON794CTOR 91ALL BE RESPONSIBLE FOR PROPERLY DJSPOSSNG OF ALL WASTE AND UNUSED CONSTRUCTION :MA7AWS DUM,PWO OF UNUSED OR WASTE PRODUCTS ON THE GROUND, NHERE Wi477 CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS Shill PROFlill NO SEEPAGE FRQW ANY OUMPSMR SHALL BE DISCHARGED INTO STORMWATfR. BERMS/DIKES SMALL BE PLACED AROUND ALL DUMPSTERS 10 OVERT TE NATURAL STORM RUNOFF. Will SHALL BE Mal FREQUENTLY FOR LEAKS Will LIDS SHALL REMAIN CLOSED AT ALL TINES DU MPSERS NPIOUT LIDS SHALL BE PLACED NTNIT S7RVCRRES WIN IMF OO1S RO,FI OR COWERED NTH TARPS I. ORDER TO AVOID RAIN CONTACT NTH ANY ]RASH MATERIAL MANY CONSTRUCTON MIIEMiLS INCLUDING SOLWENTS WATIIR-BASPID PANTS WEHRCE fLUVSS LROYEN ASPHALT AND CONCRETE WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR NFORMA77ON ON DISPOSAL Or HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE flow TOLL FREE AT (800) 714 -I195 FOR NNFORM4I7CN ON LANDFILLS AND TO ORDER WWSMAS CALL 00 AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE ]RASH CANS AND RECECIING RECEPTACLES AROUND THE SIZE PORTABLE TOILETS MUST BE IN GOOD MIRKING ORDER AND CHECKED FREQUENAY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT ANO LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN Ill ON PERMS SURFACES ALL CONSTRUCTION DORS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN CONTRACTOR MUST ROU7NELY f7ECK AND CLEAN UP MAMMAL RLAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION 97E FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGNEERING DEPARTMENT, CITY OF D ONTAS AT (760) 6J -2770. L THE EXISTENCE AND LOCA77ON OF UNDERGROUND U77LRY PIPES AND ST]RUCTUURES SHOWN ON THESE PLANS MFR£ OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONLEOGE THERE ARE NO EM7SHNG UNJ11ES EXCEPT AS SHOW ON TZESE PLANS HOWEVER. THE CONRAC7OR IS REWIRED TO TAKE DUE PRECAU17 MIARY MEASURES 70 PROTECT ANY EXISTING U77LI77ES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESI'ONSYBILLTY TO CONTACT THE FOLLONNG OWNERS OF SAID U11017ES OR SIRUCIUIES PRIOR TO ANY EXCAVARON, FOR W MFU77ON AND LOCATION OF UlIJ17ES AND NOTIRCA17ON OF CONENCLI OF NORK.• A. SENERS - CITY OF EWNTAS - (760) 633 -2770 8. GAS & ELECTRIC - 5V6F - (760) 438 -6200 C WRIER -SAN DEGNTO WAITER OSTdL7 - 100- 227 -2600 D. TELEPHONE - SBC B£11 - (760) 489 -34tt f. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233 2 CONTRACTOR SHALL NOTIFY HE C17Y ENGINEER'S OFFICE 48 HOURS PRIOR TO REGINM ANY OW ON INS PROECT. PHONE (760) 633-2770. 3. THE O'NNACTOR -WALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 03-2770. ALL WORK PERFORMED NRIOUT BENEFIT OF IM PEC170M NLL BE SUBTECT TO R&ECTON AND REMOVAL. t:ARTHWORKDATA MAXIMUM WERTCAL DEPT! OF CUT = 32 FEET MAXIMUM VERTICAL DEPTH OR FILL = 4.2 FEET CUT = 130 CY RLL =210CY IMPORT= 80 CY REMIOAL = 166 CY (L0' REMOVAL AND RECOWACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) OWNERS GEORGE J. COX 111 AND HEATHER S. MACWE7L 605 CORNISH Dill DONIMS, CA 92024, SITEADDRESS 605 CORN -I DRIVE ENCINITAS CA 92024 ASSESSORS PARCEL NO. 256- 101 -GM LEGAL DESCRIPTION THE NORTH ONE -HALF OF LOT 13, IN BLOCK L OF Dil lFAS HIGHLANDS, IN THE CITY OF ENGWVITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACOORDINC TO MAP THEREOF NO 2141, FIELD IN THE ODFFlCf OF 7HE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 4, 1928 OWNER'S CER TIFICA TE I (NE) HEREBY CERTIFY THAT A REGS75TO SODS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SIUPERN,I OVER ALL GRADING ACTV?TY AND ADW ?SE ON TYu COWACRON AND STABILITY OF TH£ SITE I (WE) HEREBY AGREE 70 INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS 0MCERS, ORICIALS EMPLOYEES, AND AGEN75 HARMLESS fROM, AND AGARST ANY AND ALL IIAS &7 CAAMS DEMANDS CAUSES OF ACTIONS LOM DAMAGES AND COSTS INCLUDING ALL COSTS OR DEFENSE TTERER7 ARISING OUT OF OR IN ANY MANNER CONNECTED ORECILY OR INDITECRY WIN ANY ACTS OR OMISSIONS OF ONNER OR ONNERS AGENTS EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFICIALS OFFICERS OR REPRES61thil tES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PEWT OR CONNECTED DRECILY OR #OTFCILY TO THE PERMIT OR APPROVED PLANS NTHIN TEE PRIVATE FRTY OR Fill EASEMENTS ,1 TIM CIA 7E. 6E J WWI 90ATU W. j DATE fEA NER S M4Ci S T A T E M E N T OF EN G I N EE R OF WORK THE UNDERSIGNED ENGINEER AGREES NAT THE NORK FERFORMED BY THE ENGINEER SHALL COMPLY W hIl THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OR THE LNGNEERS TRADE OR PROFESSION. THE RIGNEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHAT BE IN ACOMANCI THIN THE RULES AIN REGULAUONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT TE ENGINEER CONTROLS SUCH PERFORMANCE IHE ENGINEER AGREES THAT ANY PLANCHEW OR Iii PERFORMED BY TIRE CITY OF ENCINIMS IN 17S CAPACITY AS A PUBL10 ENTITY FOR 7Hf PLANS PREPARED BY THE ENGINEER IS NOT A DE7ERMINA77ON BY THE CITY OF ENCNITAS OF THE MCNIVICAL SUFFICIENCY OR ADEQUACY OF TI PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR TIME PLANS OR DE-G AI OF IMPROVEMENTS BASED THEREON THE ENGlNFFR AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY CF EN67NITAS AND ITS OfT7CERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARI SING SOLELY FROM 7HE NEMENT ACIS ERRORS OR OMISSIONS GAF THE ENGINEER AND IfiS/t#R AGENTS OR EMPLO£ES ACIM NTHIN THE COURSE AND SCOPE OF 20 AGENCY ANT EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENVIER - GIYARRL• y � /Z DATE l WCENT L SAMPO GOVAN, SAMPO €NGNG, NYC ADDRESS 171 SAXONY ROAD, STE. 213 D ONITAS CA 92024 PHONE NUMBER• (760) 436 -0660 9j RCE EXRS 6/3D119 $01$ ENGINEER ' S C E R T 7F I C A TE i, VIIHAYA SINGRAINET G& MARK & NELL EG, A REGISTERED GEOTEaWAL ENOWEER AND ENN BRING GEOLOGIST N THE STATE OF CALIFOlill PRINCIPALLY DOING BUSINESS LN THE FIELD OF APPLIED SOL MECHANICS HEREBY CERTIFY THAT I HAWS OQSDW 771E GRADING AND TESTED TE SOL, AND 70 THE BEST OR MY KNOWLEDGE AND EVPERIENCE THE GRADING CONFORMS NTH THE RECOMMENDATIONS CONTAINED N RE GRADING PLANS Will THE BXCEPHON THAT ANY CHANGES OR DPEATIONS FROM THE PLANS DUE TO UN- FORESEEN fELD CONWROS HAWS BEEN IDENTIFIED IN THE FNAL SOILS REPORT FOR THE PRO„€C7: ONE COMPLETE COPY OF THE FINAL SOILS REPORT COMPILED fROM III STUDY, WITH MY RECOMMENDATIONS MILL BE SUBMITTED TO THE ORCE OR THE CITY ENGINEER, E REWIRED. COAST GEOTEC AM CONSULTING ENGINEERS AND GEOLOGISTS P.O. BOX 230163, ENCNUTAS CA 9202L (858) 755 -8622 NEW DRI III Y N89'46'021W 13828' (N8933'307- Aff NWOOD �TSORY DECK F WAX KEY MAP SCALE 1 =30 r« N89441080W 14092' No. 44173 06 -30 -19 ri 0 z W Q z Sk BMPPROJECTSTATUS ' STANDARD I PUBLIC WORKS j PLANN/NGD/V/SION ( PARKSANDRECREAIION 1 SANDIEGU/TOWATERDISTR /CT ( ENC/N/TASMEDEPARTMENT I •l3 III ►1 1 ' �� �� I ► f CHANCE NO, DESCRIPTION APPROVED DATE BENCHMARK ASCU /LTAPPROVALS awuv dr.• 1 WAS Nr I CAWJWj uc ENG /N R/NGD /V /SIONAPPROVALS C/ lYOFENC /N /TAS- DEVELOPMENTSERIXES DEPARTMENT DR4W/NGNO. CITY ENCIMTAS SURVEY CONTROL FONT NO 1032, NT. DATE PLANS PREPARED UNDER SUPERW90N OF REC APPROVED: GRADING PLAN FOR- CITY 2" MOVUMINT BRASS DISC SET IN TOP OF CURB I 6'05CORNISHDRNE VINCENTL. SAAIPO DA7E PUBLIC NORKS DATE. I l ,(gp /p'� EAST SIDE Of VCULCAN AWE PLANNING y� y Q4^ COX RESIDENCE /JO�!'p �7 REMEN£R 0: A III Al 44173 p n �� APN'29-fi�1 48 _ -- _ - __ _ ELEVATION' 92004' DATUM: NAND 88 VINCENT L. SAMPO DA)E - ) 7 / DATE INSPECTOR ENGINEER Of WORK EXP: 6 19 PLANING CASE Al 17- -146 CDP SHEET 1 OF LEGEND SYMBOL I j�, AC PVMT APPROX. LOCAIION SETTER DIRECTIONS NTH IJ BARS AT 18 INCHES ON CENTER IN BOTH DI7EC77ONS THE SLAB f { { i PER 1576 PROPERTY BOUNDARY AMSWWT OISIRICT NO F-100 9JE T MNERE MOISTURE SENSITIVE FLOORS ARE USED A MINIMUM 10.0 WSQUEfV,, S1160, 1 OF 23. CONTRACTOR TO VERIFY I �I CRC E6NAWMT MOISTURE BARRIER STIOULD LE PL4CE0 OVER TTf SAND BLAWET AND COVERED BY AN ADDITIONAL TWO INCHES OF SAND__ jSE GRFAIER 7NAN 30. UANfss DEIERINNED OlHER1NSE BY ME SUL ENGINEER. KXN15 AND RE7NF PER SOL �i w Q ? ENGINEERR, I PRRUTY 1/AIfIIMT 07 WAY 12 L;X(PS SNAU BE PRIYAIfLY MAINTAINED AND OF FAGXIITIES NOT M(XXF/ED OR REMOVED a I c ��, ANV 1WINOUT A PERMIT fNOW THE CITY NEW CONTOUR __ � __ COVE` CONS Df* LYAMETEFt E.• ELECTRIC METER 13. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL � & . &10 NfW ELEVA17ON NOT USED I v DENCNJSH EXISTING BUILDING. / REINFORCED ►WTH f3 BARS AT 18 INCYIES ON CENTER NN BOTH DIRECTIONS THE SLAB I Q � 1576 o (n 1582 EASING C'ON70W -82 q COVERED BY AN AORTTCWAL 7WCl #KHES OF S�4yWp (SE GREATER THWf 3O. &IESS DES 07HERNSE �I w EXISTING ELEVATICNN X 8243. PROTECT AT&T UTILITY BOX T 153.23 c� PROTECT EXISTING WATER METER. SEE NOTE Qz LLEVATIDN ABOVE GRADE [160.0] q °.+ 15 CXX Wff 1RIVEWAY.WALL NOT BE LESS THAN 55 INCHES PCC OVER 12 INCHES OF I. COMPAC70 SUBGRADE SONS SLUR&W SOILS SHOULD BE COMPACTED TO A MM" OF 95 PERCENT OF THEIR LABORATORY MAXIMUM DRY DENSITY. CONCRETE SHOULD BE AC ij t 2 RD"CED WIN NQ. J BARS FACED 18 ADO ON CENTER NN 807H DHCTIONS. DNLESS AC PI ?Q = a CONCRETE PAVfMENT 4. CHMIAEY PER ARCHI7ECTS PLANS 0 I 16 GRADE SITE r12 MANN TD BASIN, 6. CONCRETE MASONRY RETAINING WALL � 7 o L AC PAVEMENT 9. ASPHALT PAVEMENT NOENNG TO ENSURE A MNHARAN OF 24' NOE ASPHALT PAVEMENT. 4' AC/ 6' LASS N BASE' MIN. F 10. 6' WIDE X 16' DEEP PCC fLU511 CURB. It PERMEABLE PAVER PARKING AREA BY UN-£CO STONE OR APPROVED o EQUAL PER DETAIL C 12 4' ASPHALT BERM 13. CONCRETE MASONRY WALL PER SOM C -5, WALL DRAINS PER C-8 L'ONSTRUCTKIN n�tFS: 14 CLWCREIE MASONRY WALL PER SDRSO C-6, WALL DRAINS PER C -8, 15 CONCRETE MASONRY WALL PER SYXRSD C-2, WALL DRNNS PER C -8 1. EXISTING 70POGRAPHY AND BOUNDARY .SHORN REREOV PREPARED BY SAMPO LNGTNEERING L 12' X 12' 04 T BASIN BY ADS OR APPROVED EQUAL 2 VEGETATED SWALE PER DETAIL B' OV 11/6 14. PROPERTY LINE BEARINGS AND DISTANCES MOWN HEREON CALCUULATED PER 3 a o+ 4 i R.0.S BE40VO AND DISTANCES SHOWN HEREON NN PARENN EZ PER tEC� MAP 2141. � , 6 I 4' X 24' (96 99 8I0- RETEN7ON BASIN PER DETAIL 'A' SIZED FOR 4X OF Q co NEW AND REFACED IMPERVIOUS SURFACE AREA. �j 15465 8' WOE TRENCH DRAIN WITH 7RAFRC GRATE BY NOS' OR APPROVED C� 2 A PRELIMINARY TIRE REPORT PREPARED BY NORTH AMERICAN TITLE COMPANY DATED 2 2018 AS ORDER N0. 1561860. HAS BEEN REY 00 FOR ENSINDG ON -S1/E Q M&S. SEE 7711S SHEET FOR PLOTTED fASfMFNT. L_Q I Q 1zw 3. ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP ARMS ARE PRIVATE AND 9INI BE MAINTAINED BY THE PROPERTY OWNER. ff 4. WALL ELENA DONS 91OWN HEREON MAY VARY DURING CONSMW71LV DUE TO DUSTING 155.32 EP � u, WADES W FOOTING OIL IW O LER RECOMMENDATIONS SOIL ENGINEER SHAU DE]TRWINE FINAL i l cc 5 ROOF DOWWSPOITS TO BE DISCHARGED UNTO PLANTER LANDSCAPE AND W- RE l6111701 Ll SA{f�71T AREAS PRIOR 70 DISCHARGE TQ THE SATISFACTION OF PLANTER, CITY FV6NEER. WATER SHALL NOT Cif ALLON D TO POINT ON SITE AND SHALL NOT O RAIN TOWARD BUILDING FOUNDA1NJNS 6 ALL EXISWO AND PROPOSED UTILITY LNW=S SERWG THE SUBJECT PROPERTY SHALL HE I \ INSTALLED UNDERGROUND. 7�7RACTOR 70 LOCATE AND PR07ECT TN -PLACE EXISTING WATER -UPC,E AND WATER LL EXISTING SURVEY MONUMENTS SHALL BE PROECIED LAT -PLACE F ANY MONUMENT 1S D /SIR , +l z7,_ �E � DIS7U MD OR DESTROYED IT SHAM BE REPLACED BY A LICENSED LAND SURVEYOR AND A Mf7EQ %ANMd oRil" AT %o' wg DIA CYRNER RECORD OR RECORD OF SURVEY SNAIL BE FEW NX Tlf COUNTY PRIOR TO RELEASE OF SECUU IAES A .SEPARATE MOWUMENTA77CYV BOND MAY BE REQUIRED AT THE FrFt`Nf� � ®GtIA JUETEK ) DISCREPONN OF THE CITY ENGINEER c Q 9. ALL STREET SIGNS LIGHTS LAln UhllffS ETC. LOCATED NIHI N THE PUBLIC RIGHT -OF -WAY SHALL BE PR0IEC�EU IN PLACE DURING CONSTRUCTION OR REPLACED TO THE S47YAC71ON OF TNF CITY EXONER 10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO RREGICWAL STANDARDS ARE TO BE PRIVATELY MAINTWO BY THE RES7OENT. 15644 p 11. NLIERIM .LABS MOULD BE A MMlC1M 5400 DICK AND REWORCED IN BOTH I j�, AC PVMT APPROX. LOCAIION SETTER DIRECTIONS NTH IJ BARS AT 18 INCHES ON CENTER IN BOTH DI7EC77ONS THE SLAB f { { i PER 1576 S3HpO�ULD 8E &CE9A/N BY A MINMUM 20 #lCH CURSE SAt61 i(SE GYtfAlER lN�i+ EMIL AMSWWT OISIRICT NO F-100 9JE T MNERE MOISTURE SENSITIVE FLOORS ARE USED A MINIMUM 10.0 WSQUEfV,, S1160, 1 OF 23. CONTRACTOR TO VERIFY I �I CRC E6NAWMT MOISTURE BARRIER STIOULD LE PL4CE0 OVER TTf SAND BLAWET AND COVERED BY AN ADDITIONAL TWO INCHES OF SAND__ jSE GRFAIER 7NAN 30. UANfss DEIERINNED OlHER1NSE BY ME SUL ENGINEER. KXN15 AND RE7NF PER SOL �i w Q ? ENGINEERR, I U 12 L;X(PS SNAU BE PRIYAIfLY MAINTAINED AND OF FAGXIITIES NOT M(XXF/ED OR REMOVED a I c ��, ANV 1WINOUT A PERMIT fNOW THE CITY DEMM EXIS77NG PLANTER. COVE` CONS Df* LYAMETEFt E.• ELECTRIC METER 13. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ffMOUSH E7NSIM MOOD DECK, & -WALL NOT EE MOW0 NIHOUT A PEWT FROM THE CITY. NOT USED I It EXIERDOR SLABS SIDEWALK AND PATIOS S7'DOULD BE A WNW 4.5 -NM MC K AND DENCNJSH EXISTING BUILDING. / REINFORCED ►WTH f3 BARS AT 18 INCYIES ON CENTER NN BOTH DIRECTIONS THE SLAB I SHOULD BE UNDERLAIN BY A MIMOUM 2.0 NO COARSE SAND BLANKE!(SE GREATER THAN � 1576 o (n 1582 J0. MHERE M01SlIff SENSITIVE FLOQU ARE USED A MNIMUM 10.0 AW VIsaM,, 515612, E00VALENT MOISTURE BARRRID? SHOULD BE PLACED OVER 7N£ SAND BLANKET AND q COVERED BY AN AORTTCWAL 7WCl #KHES OF S�4yWp (SE GREATER THWf 3O. &IESS DES 07HERNSE �I SMH BY THE SOL LNGLNEER. JO1N7S AND REINFORCEMENT( PER SOIL PROTECT AT&T UTILITY BOX 15. PROTECT EXISTING WATER METER. SEE NOTE RIM 158.53 16 q 15 CXX Wff 1RIVEWAY.WALL NOT BE LESS THAN 55 INCHES PCC OVER 12 INCHES OF I. COMPAC70 SUBGRADE SONS SLUR&W SOILS SHOULD BE COMPACTED TO A MM" OF 95 PERCENT OF THEIR LABORATORY MAXIMUM DRY DENSITY. CONCRETE SHOULD BE AC ij t 2 RD"CED WIN NQ. J BARS FACED 18 ADO ON CENTER NN 807H DHCTIONS. DNLESS 3. D[7ERMKD OINERMSE BY THE SOIL ENGINEER JOINTS AND MWORCEN£NT PfR SOL 4. CHMIAEY PER ARCHI7ECTS PLANS 0 5g�_ 16 GRADE SITE r12 MANN TD BASIN, 6. D7. FIRE APPARATUS ACCESS ROADS StIALL HAVE AN WOOSTRUCIED IMPROVED NOW OF � 7 NOT LESS THAN 24 fEEF, CURB UNE TO CURB UNE OF UNOBSTRUCTED IMPROVED MNDIH. { AMENDMENT 503.2 1 �� xi ,5a,,o R• I gym, - I i DEEP ROOTER DENSE DROL16HT 7OLERANT PLUMG SEIITABLE FOR HELL DRAINED SOIL PLANTED 18' OC+ of `2' 3' OF HARDWOOD MULCH 143 1 ii / 143.3 48' MIN LNONEERED SOL NPERMEABLE MEMBRANE 2' OF 'GRAVEL PER SOL ENGNEER (AU 4 SIDES BASIN ) 14' MIN 3/' CRUSHED ROCK 1 MfPERMA&f MEMBRANE PER SUL ate.. a . \:\ , i ' %x : ENGNEER (AU 4 SIDE.' 8457N) *810 - RETENTION LN67NIERED SUL LAYER WALL BE MINIMUM 18' DEEPSANDY LOAM SUL MX NTH NO MORE THAN 5Z CLAY CONTENT THE MX SHALL CONTNN 50 -6DZ SMUT, 20-3OX CCWOST OR XARUWOO MULG.U4 AND 20 -30X TOPSOIL 7HE EFFECLIVE AREA OF THE BASIN SHALL BE LEVEL. B10- RETENTION BASIN DETAIL n NTS I I 153.21 >I 0 DRyEW v !r( r A7 &,, I f I AC PVMT I � i 20.00' 11 ROCK WALL - 5078 LOT 12 (` /� ALL PRIVATE IMPROVEMENTS WITHIN PUBLIC RGNT OF WAY TO BE MAINTAINED BY HOMEOWER INCLUDING P&"OUS PAVERS STORM DRAIN INLET, AND STORM DRAIN PIPE PER ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT REC0W_ k& LfsiA*,2018ASfiOUWTNO.2018-03S4g?A OFOFRUALRECORDS. � rrr L) 1 a r , r1 I �• � v F © 8 r e _ _ ■,n..�r�3 ■- -!- ! ■fry C. AL't;siya- an ae. ; + 131, clQ��ii' �5� `r° � A►� ♦ ' e TH Q � � • iQl jI , IT H ROCK-LINED OPTION OVER GEO7EXIXE LNWG 24' MIN. GRASS OR IUW UNED fANCIHORS TW.. %OPRON OVER LANDL CIA 7% TURF f E NiHA n c s IF LI ANCHOR 5X 1 f 2 SOT 3 NOTES.- 1. FACE 3 ANCHORS PER SOUARE YARD OF MATERIAL 2 FOR ROCK -LINED OPTION INSTALL GEOTEX IfOkEN MON09LAMENT GEOTEXTILE (NO. 117E OR EQUAL) MIEN SLOPE EXCEED 5Z J FOR GRASS OR TURF OPTION, INSTALL LANDLOK NM 450 TURF RDNFGRCTMENT MAT WHEN SLOPE EXCEEDS 5% TYPICAL ROCK OR CRASS LINED DRAINAGE SWALE N75 CJ PR07ECT EXISTING PAWFMENT­� BM WC COURSE - 2' TNGK OF i/8' M 3/B' (N0. Bt A67EG47E ThU O- 188' TO 1/2'- (N0. 57) (RUSHED ROCK MEN. 6, INIOK CRi/StlfD 3 4"' OD RLLLR - TO J18' L AGGREGATE Y ?0" MN a_ M NO OR4MG 5 A �TR f 1W- 143.36 F& 1425 Blll•139.7 DR . ,PASS \` 5 1 � --X 142.20_ AIA 0 I x J i { { { 0 Dtq TREE --- i 7 1 ° HOLD CITY HARMLESS FOR 7 g i DRAINAGE AfRE£MENT G D lAl2Lr U, 2018 > AS DOCUMENT N0. 20181LUY -L o { OF OFFICIAL RECORDS �g' ^ { r g { 12' WDE EASEMENT TO SLICE FOR THE PURPOSES OF x PUBLIC UTILITIES AS RECl10E9 OF FEBRUARY 17, I 101, IN BOOK 1866, PACE 147 OF OFFICIAL RECORDS 6.UU �R 0 -� 6; l rs•�y: 4111, 01 d iwI!�! anyp,Y NO7ES ALL AGGREGATE MUST BE CL£ANAWASHED AND FREE OF LINES (SAND, SILT ETC) -7HE PAVERS &YAU NOT BE SEALED ONCE THE 09 FILLER HAS &IN ADDED -£ACID COURSE SIMIL BE WWA TORY COMPAC70 BEFORE PLACEMENT OF NEXT COURSE - PD?ME48LE FILTER FABRIC WALL BE USED ALONG THE INTERFACE BETM££N THE 314" CRUSH RO,YK BASE AND SUBGRADE - SPECIAL APPROVAL REQUIRED FOR USE NV RWGtLY EXPANSIVE SUL- SLIBf4RADN MAY BE ✓EQUNu -PAVER GAPS TO BE CLEANED OF DEBRIS AND f4VD f1LLER R914CF0 PRICW TO RNA( TO SATISFACTIOV Or ENGNEER INSPECTOR PERMEABLE PA VER CROSS = SEC RON WITH CONCRETE EDGES um 0T 4 KEYNOTES: 1 I DEMOLISHIPROTECT/N -PLACE 0 f { { i I, I I i ABBREVIATIONS { z DLiWM EASING WALL. I �I 6' { l rs•�y: 4111, 01 d iwI!�! anyp,Y NO7ES ALL AGGREGATE MUST BE CL£ANAWASHED AND FREE OF LINES (SAND, SILT ETC) -7HE PAVERS &YAU NOT BE SEALED ONCE THE 09 FILLER HAS &IN ADDED -£ACID COURSE SIMIL BE WWA TORY COMPAC70 BEFORE PLACEMENT OF NEXT COURSE - PD?ME48LE FILTER FABRIC WALL BE USED ALONG THE INTERFACE BETM££N THE 314" CRUSH RO,YK BASE AND SUBGRADE - SPECIAL APPROVAL REQUIRED FOR USE NV RWGtLY EXPANSIVE SUL- SLIBf4RADN MAY BE ✓EQUNu -PAVER GAPS TO BE CLEANED OF DEBRIS AND f4VD f1LLER R914CF0 PRICW TO RNA( TO SATISFACTIOV Or ENGNEER INSPECTOR PERMEABLE PA VER CROSS = SEC RON WITH CONCRETE EDGES um 0T 4 KEYNOTES: DESCRIPTION DEMOLISHIPROTECT/N -PLACE 0 DATE I, DLMOLM TREE ABBREVIATIONS 2 DLiWM EASING WALL. ENGINEERINGDMS /ONAPPROVALS J. DEMOLISH EXISTING PAVER. w Q ? 4. DEMOLISH EXISTING CONCRETE SIDE WALK. 5. DEMOLISH EXISTING AC PAVEMENT. 6 DEMM EXIS77NG PLANTER. COVE` CONS Df* LYAMETEFt E.• ELECTRIC METER 7 ffMOUSH E7NSIM MOOD DECK, DATE 8 NOT USED GRADING PLAN FLT• 805CORN/SHDRIVE COX RESIDENCE APN; 25&i0i-08 PLANTING CASE NO. 17- -246 CDP 9. DENCNJSH EXISTING BUILDING. 10. PROTECT EXISTING TREE IN PLACE It PR07ECT EXISTING WALL NN PLACE GV° GAS VALVE 12. PROTECT FENCE IN PLACE. 13 REVOWD EWING Sllfl w 14. PROTECT AT&T UTILITY BOX 15. PROTECT EXISTING WATER METER. SEE NOTE 16 DEMOUW EXISIING GAS METER NEW IMPROVEMENTS I. RESIDENCE PER ARCITECTS PLAN. CITY ENGINEER DA rE 2 16' MME CONCRETE DRIVEWAY PER CONSTRUCTION NOTE NO 15 3. CONCRETE S"ALK PER COVSIRUC7701 N07F N0, It 4. CHMIAEY PER ARCHI7ECTS PLANS 5. MM fRAMED DECK PER ARCHITECTS PLANS 6. STEP PER ARCHIIEC73 PLANS 7 CONCRETE PA 770 PER OXNS7RUCTIOV NOTE N0. 14 8. STEM WALL/DEPEND FOOTING PER ARCHITECTS PLAN 9. ASPHALT PAVEMENT NOENNG TO ENSURE A MNHARAN OF 24' NOE ASPHALT PAVEMENT. 4' AC/ 6' LASS N BASE' MIN. 10. 6' WIDE X 16' DEEP PCC fLU511 CURB. It PERMEABLE PAVER PARKING AREA BY UN-£CO STONE OR APPROVED EQUAL PER DETAIL C 12 4' ASPHALT BERM 13. CONCRETE MASONRY WALL PER SOM C -5, WALL DRAINS PER C-8 14 CLWCREIE MASONRY WALL PER SDRSO C-6, WALL DRAINS PER C -8, 15 CONCRETE MASONRY WALL PER SYXRSD C-2, WALL DRNNS PER C -8 STORM WATER QUALITY O L 12' X 12' 04 T BASIN BY ADS OR APPROVED EQUAL 2 VEGETATED SWALE PER DETAIL B' 3 6' PVT PVC (SDR -35) STORM DRAIN PTPf M 1X MIN SLOPE. 4 RIP -RAP ENERGY DISSUPATOR PER SUIRSD D -40, USE 12 BACKING 12-THICK OVER 12' DECOMPOSED GRANITE RL7ER BLANKET 5 4' X 24' (96 99 8I0- RETEN7ON BASIN PER DETAIL 'A' SIZED FOR 4X OF NEW AND REFACED IMPERVIOUS SURFACE AREA. 6. 8' WOE TRENCH DRAIN WITH 7RAFRC GRATE BY NOS' OR APPROVED EQUAL. 7 3' M1DE X 3' DEEP COBBLES 8. 7' MOLE LEVEL SPREADER NI H 2 -4' PVC PERFORATED SUBDRANN PIPES LAID LEVEL TO SPREAD FLOW. 9. 8' PVT PVC (STIR -35) STORM DRAIN PIPE ®1X MIN SLOPE. 10. 24' X 24' PRIVATE BROOKS CATCH BASIN NTH 7RAFRC GRATE.. It 3' WE BY 5' LONG RIP-RAP ENERGY DISSPATOR PER MM 0-40 12 8' WDE TRENCH DRAIN BY NOS' OR APPROVED EQUAL. CONSTRUCT 12' WIDE X 4' DEEP CONC. BAND AROUND PDWETER OF TRENCH DRAIN. WATER C) L DIS77RlCT TO UPMOE TO DUAL METER PER WS-08 MC-17 AT OMNLRS EXPENSE EUSTINGEASEMENTS Q A 12' WE EASEMENT TO SOLE fOR PUBLIC UTIUILES RRECYRDED FEBRUARY 17 193t TN BOOK 1866, PACE 147 OF 0FRCAL RECORDS B. A PRELIMINARY TITLE REPORT WAS PREPARED BY NORTH AMERICAN TITLE COMPANY DATED APRW 2, 2018 AS ORDER NO. 1561860. SAD REPORT NS REVE10 FOR EXISTING 0 11E E4007S SAKI EASEMENTS HAVE BEEN PLOTTED HEREON WIN THE EXCE=PTION OF 71W? EASEMENTS 7HAT HAVE NO EXACT LOCATION SET FORTH.• B.A. AN EASEMENT FOR THE PURPOSE SHOMN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH NN A DOCiIMEVT fROM NOT SET OUT, AS GRANTOR, TO JOIN P. MILLS ORGANIZATION, NVC AS GRANITE FOR THE PURPOSE OF PUBUC UDURES , RECORDED MARCH 12 1930 IN BOOK 1745, PAGE 336 O DEEDS OF OFPCIAL RECORDS B.B. AN EALMENT FOR THE PURPOSE SHOW LEON AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT FROM NOT SET i OUT AS GRANTOR TO UNION 777LE INSURANCE AND TRUST COMPANY AS CRANU,, FOR THE PURPOSE OF DRAINAGE PIPES AND UTIURES RECORDED MAY 22, 1947 IN BOOK 2402, PAGE 244 OF omaAL RECMS No. 44173 DESCRIPTION APPROVED DATE BENCHMARK 06 -30 -19 ABBREVIATIONS DRA ONECKMBY- ENGINEERINGDMS /ONAPPROVALS c I Q 1�1 OF ]CAD Sfl�a\ AC- CONCRETE w Q ? i BOTTOM T 01 i 10 5 0 10 20 COVE` CONS Df* LYAMETEFt E.• ELECTRIC METER N INT DATE PLANS PREPARED UNDER SUPERWSION OF DATE I I -� / R.CE Na: 44173 _ .0 ENGINEER OF *%K EXP: 6 30 19 OF PAVEMENT 9i Off OF GRADING PLAN FLT• 805CORN/SHDRIVE COX RESIDENCE APN; 25&i0i-08 PLANTING CASE NO. 17- -246 CDP MUM ti � GAS METER z � o - Pl/BDLC {WJRKS SCALE: 1" = 10' GV° GAS VALVE z MET• MAILBOX W Gv PLANTER - SMH• SEWER MANHOLE SO WATER fLOW PREVENT W.- WA 7ER METER Wtf WATER VALVE aI z CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK ASBUILTAPPROVALS DESIGNED BY DRA ONECKMBY- ENGINEERINGDMS /ONAPPROVALS C/ T}' OfENCIN/ TAS- DEVECOPMENTSERV/CESDEPARTMENT DRAW/NGNO, aBY- CITY Or ENCMVTAS SURVEY CONTROL PONT NO. 1032, A 2" MONUMENT BRASS DISC SET N TOP OF CURB EAST .ODE OF WLCAN AfE f1fVATIO1( 92.014' DAItIM NAND 88 INT DATE PLANS PREPARED UNDER SUPERWSION OF DATE I I -� / R.CE Na: 44173 _ .0 ENGINEER OF *%K EXP: 6 30 19 RECOMM£N APPROVED. ' i Z s �� . ! 8-�7 cal DATE DA 7E GRADING PLAN FLT• 805CORN/SHDRIVE COX RESIDENCE APN; 25&i0i-08 PLANTING CASE NO. 17- -246 CDP MUM 2 o 00 1 4! - Pl/BDLC {WJRKS - WC&T t SAMP0 DA PLANNING REVEJU CITY ENGINEER DA rE INSPECTOR SHEET20f3 !3 V I � �I a� QI w ..o 4� vJaa� d< APPROX. tOCAPON SE --'` ASSESSMENT DISTRICT NO ARY STAWJ2ED LOT 12 TEMPORARY SILT FENCE ;iP CASQA OEIAl SE-1 SOUTH 112 LOT 13 CRUSHED AGGREGATE GREATER WAN 30 BUT SMALLER THAN 610 i I LOT 5 12" MIN. �- FILTER FABRIC EXISTING I I v CRADE - I I SEG]lON A -A 1 1 NOTE: CONSTRUCT SEDIMENT O BARRIER AND CHANNELIZE RUNOFF I I 20'R IQ SEDIMENT TRAPPING DEl4CE �� I tiMl1 +L A NOW RSA RSA NOW SEE CALIFORNIA STORMWATER QUALITY TO AGG(AfODAlE I ASSOCIAUIN (CASQA) STANDARD DWG N0. ANBCIMODA I IC -1 FOR ADINTIANAL INFARMABAN TRAFFIC ED CORRUGATED A I STEEL PANELS 12 ( 1 25' MIN X -x14 iii � 141.7 3 PP MATCH EXISTING MADE x .2 AL ' TYPICAL STABILM CONSTRUCTIONENTRANCE 8 HED " n ® ���� 1 TEUFQRARY S8T FEAM NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED NO SCALE 4 !A .6 'PER DUAB V STEEL PANELS ONLY WITHOUT A69ECATE. x143.4 13 I I CASQA LOETAl %I 'ADE SIT 1 U 10 TREE SHED I 0 x I T 9/,h' TO BASIN 1 104 DIA. TREE 5 3.00" I 1 (4.61 +dam ,3 I , 24' NOE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OWRROW ASSOCIATION (CASQA) STANDARD DWC N0. TKIN PROTECBON - -. p 1 2 W1OY NECESSAR T-4 FOR ADMITONAL INFORMATION PER DETAIL r A• GAASQAx _ S < I 2 BAGS HIGH ()P.) lA 7R E AL 143. FG• 149 0 3 3 I X 1 DR R t30 I 12' WIDE EASEMENT TO SGE FOR IN ORPOSS OF Q F Pl F Wi?VEN FABRIC CRAWL BAGS X PUBLIC UTILITIES AS RECORDED OF FEBRUARY 17, DIREC�ON STAGGERED (TYF) 1931. IN BOOK 1866, PAGE 147 OF OFFICIAL RECORDS ((ff �17 1 6.00' TYPICAL VELOCITYCHECKDAM 3 j43-- r. i t�� ' I NO SCALE L 1 445 �yQ 5 1 DIA I A T LOT � I 4' PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWAIER QUALITY T I (�� 1p I I DEPENDING ON HELD GONDlUONS ASSOCIATION (CASQA) STANDARD DWU. N0. 'mss X ¢¢S5 i s X I &E-10 FOR ADOIITONAL INFORMATION w S 0 a TYPICAL INLET PROTECTION 1. SET POSTS AND EXCAVATE A 4BY4IN110 -BY 10CM,) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE W9RE FENCE AND EXTEND IT INTO THE TRENCH. WOVEN FABRIC GRAVELBAG NO SCALE 2. STAPLE WIRE FENCING NO TO SCALE THE POSTS, 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. m oeRpFtSSlpyq� 11 �p-- i II�i i UL ILK ttusrctc I J ;jR(E - s t10. 44173 i _�''I i1iHll- jj(- flHfl= 06 -30 -19 lQT CIVILa v FOF CAI IFS NOIE SEE GAt1F0RNW SIORMWATER QUALITY O o ALTERNAUVE SST FENCE CONSIRKBON MAYBE USED a LF FIRST APPROVED BY THE ENGMIEER OF WOP.K AND ASSOCIADIN (CASQA) STANDARD DWG. N0. Z 10 5 0 10 20 THE INSPECTOR SE-1 FOR ADDIRONAL INFORMATION N w w o TYPICAL SILT FENCE z N SCALE: 1" LE - - NO SCALf ; W a CHANGE ND. DESCRIPTION APPROVED DATE BENCHMARK ASBUILTAPPROYALS ENGINEERING DM IONAPPROVALS CITYOFENCINiTAS•DE EOPMENTSERMESDEPARI]N W DROINNGNO PIS DESiGiVEO BY. WAN BY CI BY: TNT: DATE PLANS PREPARED UNDER SUPER1ISION OF RECOAIMEN APPROVED: GRADING PLAN FOR.- 8113CORN/SHDRlVE CITY OF EN09WIAS SURVEY CONTROL PONT NO. 1032. - ������� a A 2' MONUMENT BRASS DISC SET IN TOP OF CURB A A. PUBLIC WORKS DATE ''Y' `t�"- �y / COX RESIDENCE ''�7 EAST SIDE VULCAN AVE PLANNING D R.CE NO.: 44173 STEWWWAK S© L MA 6"U il APN: ?3&901-08 BRA TOM 92004' DA BA{( NA VD BB IN-TECTa or..: 8 3D 19 INSPECTOR ENGNJEER OF W1!( DATE DATE PLANNING CASE NO- 17-246 CAP SHEET 3 OF