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2018-13848 G (Plans) (2)RIGHTOFWAYNOTE OlWR IS W OBTAIN A CONSTRUCTION PERMIT FROM FHE ENGINEERING D©PARTMENT AT LEAST 48 HOURS PRIOR TO iiu4K1NG IN TE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WYXRK NOPCE AND DOUBLE PERMIT FEES IT IS THE RE"S&ITY OF THE OWNER TO KNOW WIERE HIS/HER PROPERTY LINE /S OR41MAGENOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS W DRAIN AWAY FROM S7RUC711RES FAR A MINIMUM OF 5 fE£T AT 2 PERCENT AND BE CYAVW)T D TO AN APPROVED DRAINAGE FACILITY. UTILITYNOTE ALL U77LIlIES SERVING THIS SITE SHALL BE INSTALLED UNDDERGROUND. GENER4l NOTES L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIRCANONS FOR PUBLIC WORKS CONSTRUCTIONN, THE DE-576N CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REpAMAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHAM BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 2 THE SOILS REPORT TITLED 'PREIMARY GEOTECHN/CAL RNWSTIGATKiN PROPOSED RESEED PREPARED BY COAST GEOIECHMCAL CWSIJL.I.WG ENGINEERS AND GEOLOGISTS, DATED APRIL 17,, 2018, PROJECT WO f6M318 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRAOING STALL BE DONE IN ACCORDANCE WITH THE RL-COURENDATKDNS AND SPECIFIC4710NS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS ARID PERMITS FOR ANY CONSNUCIION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PL 05. 4. WITTEN PERMISSION SHALL BE ABTAWED FOR ANY OFF-71E GIRADWG. 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 10 PROTECT ADJACENT PROPERTIES DURING GRADING OPERA17ONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND17ION EXIS77NG PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK W#6H IS DISTURBED OR DESTROYED SHALL BE RE- ESTARIM AND REPLACED BY A REGISTERED aW ENGINEER OR A LICENSED LAND ,SURVEYOR 7 THE CONTRACTOR SHALL D12W, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND STALL BE RESPONZLE FOR CONFORMWG TO ALL LOCAL, STATE AND FE09AL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS 8 GRADING AND EQUIPMENT OPERATING WI7HLN ONE -HALF (lf2 MLLE OF A SIRU07DRE FOR HUMAN OCCUPANCY SHALL NOT BE C'ONOUCIED BETIFEN THE HOURS OF 5.•30 PM, AID 7.30 A.M. ON SA ROAM SUNLMA)S AID CITY RECOpNZED HOLIDAYS 9, NO GRADING OPERATIONS SHALL COMMENCE UNIX A PRE- CONSTRBUCIM MEETING HAS BEEN HELD ON'TE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR CIVIL ENGINLB� SOILS ENGINEER, GRADING CONTRACTOR AND PLRMITIFE THE PRE - CONSTRUCTION MEETIG SHALL BE SCHEDULED W1771 THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770 10. PRIOR TO HAULING DIRT OR CONSIRUC71ON MATERIALS TO ANY PROPOSED CONSTRUCTION SITE W ZYN THIS PRO.(CT THE DEVELOPER SHALL SUBMIT TO AND RE10W APPROVAL FROM THE CITY ENGINEER FOR 7HE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY W& ALL CONDITIONS AND REQUIREMENTS 111E CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. It UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECU IX AN 'AS GRADED CER)IICAROW SHALL BE PROVIDED STAZW& "THE GRADING UNDER PERMIT NO 13848 -G HAS BEEN PERFORMED IN SUBSTAN7IAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- (TRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE Q'VX ENGINEER WHO DERNIES SUCH GRACING OPERATION 12 ALL GRADING SHALL BE INSPECTED AND 7ESIED BY A QUALIFIED SOILS E7&VffiR OR WIDER NS DIRECTION HE SHALL ASPECT AND TEST THE EXCAVA77ON PLACEMENT AND COMPACTION OF FILLS AND BACKRLLS AND COMPACRON OF TRENCHES HE SHALL SUBMIT SOILS REPOR75 AS REQBHRED AND WILL DETERMINE THE SiUTABXIIY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE STALL STATE THAT 09SERV471ONS AND IES7S HERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN NS OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED UV 13 THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIPW DRAINAGE AND PREVENT PONDING OF WATER HE SMALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOLN/NG PROPERIFS OR FWCSCED ffK ON THE 97E AND SHALE TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINACE AND EROSION CONTROL MEASURES HAVE BEEN ASTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL STALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCAAON. ALL VEGETABLE MATTER AND 0810OMABIE MATERIAL SHALL OD REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WITCH 7HE FILL IS TO BE PLACEDD, LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS STALL BE SCARIAED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WA1ER AND COMPACT THE FILL IN SIRICT ACCORDANCE NIH SPECIFICATIONS 15 CUT AND FILL SLOPES 91ALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION THE SLOPES OR EXCAVATION AND EM"46ENTS SHALL BE SHAPED, PLANTED, AND TIRXGMED AS DCRECIED BY 7HE DaVEER OF *ORK AND LEFT IN A NEAT AND ORDERLY CONOIRON. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES *10 ARE LIABLE 10 BECOME LOOSENED SHALL BE REiIOVED AND DISPOSED OF 1HE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NIH THE WADING ORDINANCE 16. ALL TREES BRUSH, GRASS, AND OTHER 0SECTONA81E MATERIAL 91ALL BE COLLECIED, PILED OR OTHERWISE DISPOSED OF OF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND RNEWED APPEARANCE FREE FROM UNSIGHTLY 1>EOW. APPROVAL OF LOCATION OD DENS FILL SHALL BE SECURED PRAM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 70 THE DISPOSAL O ANY SUCH MATERIAL 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CI7YS URBAN FOREST MANAGEMENT PROGRAM. RUES LOCAIEDD WHO CITY STREET 068T - -OF -WAY, ON CITY PROPERTY, OR WINN CITY EASE 07S ARE REFERRED TO AS CITY TREES AND STALL BE PROTECTED IN PLACE DURING CONS7RUC776Y UNLESS S9EaRC4LLY APPROVED OTHERWISE. NO GRADING, 9CAVA77OV, OR DISIL0ANCE OF CITY IREE ROOT SY57EM5 SHALL OCCUR WIINN THE CITY TREE DRIP LINE AREA ()H€ AREA FROM ICE TRUNK OF A IRff TO THE OUTERMOST EDGE 6F BE TREE CiWOPY PROEC)7ON ON THE GROUND F A CITY TREE IS NOT CIEAREY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT SE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS IHE TREE REMOVAL ENClNITAS Blvd. c.r v' o,� a n z D St. z °- � � d tcN If1 Ave. F St, SITE 0 LL VICINITY MAP NOT TO SCALE EROSION CONTROL I. A CASE EMERGENCY NODRK IS REQUIRED, CONTACT GEORGE J COX A AT (206) 295 - 1009, 24 HOURS A DAY. 2 EQUIPMENT AND "KERS FAR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES AWN RAIN IS IMMINENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4 THE CONTRACTOR SHALL RESTORE ALL EROSION C'ONIROL DEICES TO KVKING ORDER TO THE V IISFACRON OF IHE CITY ENClNEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5 THE CONTRACTOR - 91ALL wsTAL ADCInONAI ERO90N CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRRAOING OPERATION OR UNFORESEEN CIRCUMSTANCES 0HICH MAY ARISE 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POIENTTALLY UNSAFE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 914LL BE INCOEORATED HEREON. 8. GRADED AREAS AROUND THE PROECT PERNETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH "K DAY. 9. ALL REMOVABLE PROIFC17W DEVII,ES SHOWN SHALL BE N PLACE AT THE END OF EACH WORKING DAY WHEN THE FACE' (5) DAY RAIN PROBABILITY FMCAST EXCEEDS FORTY PERCENT (40UG) StT AND OTHER DM WS SMALL BE RfN0WO AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POSTCONSTRUC710NBMPIIMPNMS 1. FOR STORM WATER POLU77ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC110N AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAW SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU17ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3 ALL IMPERIOUS AREAS WITHIN 7HE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO 7URF OR LANDSCAPED AREAS WITH ADEQUATE GRDUiW1C0VER PRIOR TO DISCHARGE FROM IHE 91E ALL IMPERMUS AREAS MUST SLOPE TOWARD THE APPROVED NF1l P FAMTY AN9104 THE TURF /LANDSCAPED AREAS 4. NO DRAWS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVfOUS AREA UNLESS THE FLOW FROM TIE DRAW DISCHARGES TO AN ADEQUATE IMPItlP 5. DRIVEWAYS SHALL HAVE A MINIMUM 2x OWROSS SLOPE TOWARD DN£ IMPAP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THA T IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADDEQUAIE IMP/BMP 6. ALL STORMWATER IMPAMP FA07IES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT fROM THE CITY. 7. THE IVSTALLA7IOM OF ADDITIONAL IMPERIOUS SURFACES NOT SHOW ON HIS PLAN MAY REQUIRE THAT IHIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PLRMIT BE OBTAINED. 8 ALL EXISTING AND PROPOSED TRASH L7YOOXOSURES SHALL BE PITTED TO COMPLY WITH STORM WAIFR BEST MANAGNT IPR400E REOULREMEN7S THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSRBLE ROOF IHAT BILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE STALL BE LOCKABLE AND LOCKED WIHLlN NOT IN USE A BERM SHALL BE INSTALLED AT ALL ORaW63 TO HOLD IN ANY LOW THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW Or STORM WATER THROUGH THE (RASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSIER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN IHAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THIW FILTERED THROUGH A CWTY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE RELIC SAENTARY SEWER SYSTEM, NOT 70 PLANTERS OR THE STORM DRAIN SYSTEM A SEPARATE BUILDING PERMIT MAY BE R.EOURED FOR THIS STRUC71/RE SAN B N E G U I T O WA TER D I S T R I C T N O T E S. t WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPEC0CAIAINS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGLITO W4 ID? 07RICT DOES NOT CONSINTUTE REPRESENTA716N AS TO THE ACCURACY OF, 7HE LOCA776W CF, OR THE EXISTENCE OR NOW - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUC7URE WITHIN THE LIMITS OF THIS PROTECT 3. ALL EXISTING FACILITES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTNG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS 'WALL BE SHOWN ON IMPROVEMENT PLANS ELEC7RICAL AND SEWER TO CROSS UNDER WATER MANS UNLESS GIVEN WTIEN PERMISSION BY SAN DiERIfTO WATER DIS7RICT 4 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE ANDIOR ADJUST TO GRADE ANY EXISTING WATER FACIITY (FIRE HYDRANT METERS VALVES VALVE BOXES, ETC) WI11OH IS AFFECTED BY THEIR PROTECT. ALL AFFECTED WATER FACWUDES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL OD UPGRADED 70 CURRENT STANDARDS AT THE OWNER'S EXPENSE: 4 a [ Il 11 / i N A Ci til' I • I L � i ! 1 G7, ! ll d 11 ! AI' � f r�.'I � N { c X � ►: 7 f I li � i / ; Y.7 � 1 � 1: � I i I �7G' l el ; 71 L y: �9 � : � Del �� 1 6. MIAWN HCIWZGNTAL SEPARATION 0-10 -FEET REQUIRED LETNIEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULIS 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE W FRONT OF THE PARCEf THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUCHON OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT STALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9 ALL COPPER IWING USED FOR AIR RELEASES, BLOW OFFS, AND SERWOES SHALL BE PROVIDED WITH CATHODIC PROIEC7700 IN ACCORDANCE NTH NC-17 OR WO' -18 I M P ER M EA L 3 L E AREAS CA L C U L A TIM IMPERVIOUS AREA PRIOR TO C0VS7RUCTTOV. 2,603 SF IMPERVIOUS AREA AFTER CONSNUC776NL 5607 SF IMPERVIOUS AREA /NCREAZ 1,004 SF IMPERVIOUS AREA NEW/REMOW AND REPLACED.• 2,337 97 CIO- IRETENflON BASING SIZWG;• 2,337 X 0.04X = 94 SF AC7U4L " = 96 SF 5TORMWA TER STATEMENT THIS PROTECT IS CLASgRf0 AS A 'STANDARD DEVELOPMENT- PROTECT PER CITY OF ENCINITAS STORM WATER CHECKLIST THE PROTECT PROPOSES 70 INCREASE THE TOTAL IMPERVIOUS AREA FROM THE EXIS77NG COND177ON BY 1,004 Sr THE BMP EFFECTIVE AREA (94 SF) HAS BEEN SIZED AS 4% OF THE NEW AND/ RE MOVED AND REPLACED IMPERVIOUS SURFACES WHICH 15 GREATER THAN 99 OF THE WCIREASE A IMPERVIOUS SURFACE: STORMWATER POLLUTIONCONTROL BMPNOTESRELAT/VETO CONSTRUCTIONACTWTIES CONCRETE WASHOUT CONTRACTOR SHALL ESTAB#USH AND USE AN ADEQUATELY SIZED COINWE7E WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, .SLLJR.RY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STARMWATER CONVEYANCE SYSTEM OR ANY RECE/VINC WATER. CONTRACTOR 91ALL POST A SIGN DESIGNATING THE WASWUT LOCATION C O NS T R UC T IO N S I T E A CCES S A STABILIZED CONSTRUCTTCIN 517F ACCESS SHALL BE PROVIDED FAR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE INS SMALL INCLUDE USING MATERIAL SX,I1 AS 3" CTtUS%IEO ROCK ANDjOR CORRUGATED STEEL PANELSIRATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DE96NAIED FOR CONSTRUCTION VERTCLES PARKINS VEHICLE REFUELING, AND ROUTINE EQUPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE EROSION CONTROL EROSGW CONNOL MUST BE PROVIDED FAR ALL DMW SURFACES. SCARED SURFACES ESPEGALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MA7PIX. NO LYCAVATION AND GRADING ACRWRTS ARE ALLOWED DURING WE=T WEATHER DIVERSION DfKES SHALL BE CONSTRUCTED TO CHANNEL RUW AROUND 7HE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE &ISTWG VEGETATION ONLY NWN ABSOLUTELY NECESSARY LARGE PRalCTS SHALL BE CONDUCTED W PHASES TO AID UNNECESSARY REMOVAL OF THE NATURAL_ GROUND COVER_ DO NOT REMOVE TREES OR SHRUBS UNNFITSSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATON MUST BE PLANTED ON SLOPES OR WHERE CONSIRUCAON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. f R0SOV SHALL BE PREVENTED BY PLANTING FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77VIIES ARE COMPLETE WATER USAGE FOUR DUST CONTROL SLALL ff MLNLMIZED ON4ffCONSTRWIIONMAYEP44L STORAGE STORED MATERIALS SHALL LE CONTAINED IN A SEaNE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR STALL STORE THESE PRODUCTS M1ERE THEY WILL STAY DRY OUT OF THE RAIN. CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STARED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STRMWAIER FROM STOCKPILES KEPT ON -SIE. STOCIGPLLES MAY INCLUDE SOIL, PAW MATERIALS ASPHALT CO &-7E AGAEGATE BASE ETC: STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATE:R STORMWA7ER FLONS AND STORM ORA1N INLETS. STOCKPILES STALL BE COVERED OR PROTECTED WIN SOIL STABLLIZANON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 77MES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSIRUCIIOM IN 711E CITY OF ENCINITAS SHALL BE ]RAINED TO BE FAMILIAR WI771 THE CITY OF ENCIMTAS SIDWWATER POLLUTION CONTROL REQUIREMENTS THESE LIMP NOTES SHALL BE AVAILABLE TO EVERYONE "KWC ON S7E THE PROPERTY ONAER(S) AND THE PRIME CONTRACTOR MUST INFORM S71801ITRACTORS ABOUT ST"1941ER REQUIREMENTS AND MR OWN RESPONSIBBJDES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSBLE FOR PROPERLY DISPOSNG OF ALL WASTE AND UNUSED CONSTRUCTION .M.ATFR!ALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, INHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SY57EM IS STRICTLY PROHIIT I£D. NO SEEPAGE fROM ANY DUMPSIER SHALL BE DISCHARCLD INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS 70 DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CIlmu FREQUENTLY FOR LEAKS DUMPS7FR LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSIERS WITHOUT LIDS SHALL LE PLAN WITHIN STRUCTURES WIN IMPERVIOUS ROOFING OR COVERED WTH TARPS N ORDER TO AVOID RAIN CONTACT WITH ANY ERAS/ MATERIAL. MANY CONS7000N MAMMSM INO,LLIDING S%WJVTS WATER -8450 PAWTS VFULICLE fLULDS BROKEN 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 INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TALL FREE AT (800) 714 -1195. FOR AfORiWAHOV ON LANDFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151. POLLUTANTS STALL BE KEPT OFF EXPOSED SURFACES PLACE )RASH CANS AND RECYCLING RECEPTACLES AROUND THE'TE PORTABLE TOILETS MUST BE IN GOOD #WKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM S70RMORAN INLETS ON PERVIOUS SURFACES ALL CONSIRUCIRON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GWUTTSR AND STORMDRAN. CONTRAC70R MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSIRUCNON SITE FOR MORE NFORMAIION ON STORMWATER POLLUTION CONTROL MEASURES AND REQU /RfUENIS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCIMTAS AT (760) 633 -2770. a,n•rvr,n r rinun. L THE EXISTENCE AND LXA776N OF UNDERGROUND U77LITY PIPES AND S1RUC7URES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THHE BEST OF OUR KNOWLEDGE THERE ARE NO EMSING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU17ONARY MEASURES TO PROTECT ANY DOSBNC U77U77ES OR STRUCTURES LOCATED AT 7HE #W S7E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID URU7ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WRT7CATKAN AND LOCATION OF UW17ES AND NO11RCATON OF COMMENCEMENT OF WORK.• A. SEWERS - CITY OF ENCTMTAS - (760) 633 -2770 B. GAS &• ELECTRIC - .OGE - (760) 438 -6200 C: WATER - SAN Za#TO WATER DISTRICT - 1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICA77ONS - (760) 806 -9809 X2233 2 CONTRACTOR SHALL NOTIFY IHE CITY ENGINEER'S G7Iff 48 HOURS PRIOR TO CLOWNING ANY N4I'iK ON THOS PROECT PHONE (760) 633 -2770. 3. 111E CONTRACTOR SHALL GAVE 24 HOURS NOTICE ON CALLS FOR WSPECIION PHONE.• (760) 633 -2770 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WI L BE SUBJECT TO RETECTION AND REMOVAL. B:ARTHWORKDATA MAXIMUM VERTICAL DEPTH OF CUT = J2 fFET MAXIMUM VERTICAL DEPTH OF FILL = 4.2 fEET CUT = 130 CY FILL = 210 CY IMPORT= BO CY REMMAL = 166 CY (1.0' REMOVAL AND RECOMPACITON UNDER, AND 5' OUTSIDE OF MLONG AREAS) OWNERS GEORGE J. COX Ill AND HEATHER S. MACNEIL 605 COiRNTSH COW ENCINITAS, CA 92024. SnEADDRESS 605 CORNISH DRIVE ENCINITAS, CA 92024. ASSESSOR'S PARCEL NO 256- 101 -08 DATEOFSORVEY NOVEMBER 6, 2vt4 LEGAL DESCRIPTION THE NORTH ONE -HALF OF LOT 13, IN BLOCK L OF D0NITAS HIGHLANDS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIF"A ACCORDING TO MAP THEREOF NO 2141, FIELD IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 4, 1928 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A RE011MD SOILS ENGINEER OR GEOLOGIST HAS HEN OR WILL BE RETAINED TO STIPERNSE OVER ALL FADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 7HE CITE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY`S OFFICERS, OITCIALS EMPLOYEES, AND AGEN75 HARMLESS FROM, AND AGAINST ANY AND ALL UABILIIXS aAA6 DEM4AM CAUSES OF ACAX LOSSES OAMAGES AND COSTS; WC U0WG ALL COSTS OF DM.SE IHEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS O RCIALS, OFFICERS, OR REPRESENTA77W5 FOR ANY AND ALL WW OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR WDTRECILY i0 THE PERMIT CSR APPROVED PLANS WITHIN THE PRIVATE TY OR PUBLIC EASEMENTS SIGNATURE. �� DAIS _e* am J corm SIGNAME• DATE• EIEA TER S AWCN& STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE CENERALLY ACCEPTED STANDARDS AND PRACI7CES OF THE ENGINEER'S TRADE OR PROFES9ON. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE N ACCORDANCE WITH THE RULES AND RfGULAWNS REM ED BY THE CITY OF t7NON/TAS TO IHE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINIMS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF "ITAS OF THE IECKWAL SUfTVWY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREI'V E DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR 7HF PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, IHE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENIS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY IN.CURY ARISING SOLELY FROM THE NEGLIGENT ACIS ERRORS OR OMISSIONS OF IH£ ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING WI7HW THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AR19NG OUT OF THE WORK PERFORMED BY THE ENGINEER SGWAIUP,u• DATE ( l Q.�F'� VINCENT L SAMPO 2 - No COMPA,N SAMPO €NCINEDYWC,, INC. 06 ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 PHONE NUMBER: (760) 436 -0660 S9T��I RCE EXPIRES. 6/30/19 SOILS E N GINEER'S C ER T I F I C A T E i, WTHAYA 51"AhET 61� MARK BURVfLL EG, A REGISTERED GEOTECI WCAL ENGINEER AND ENG tRWG GEOLOGIST IN THE STATE OF CAIIFORN /A, PRINCIPALLY DOING BU9NESS IN 7HE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT I HAVE OBSERVED THE GRADING AND TESTED THE SOL, AND TO THE BEST OF MY KNOWLEDGE AND ENPERIENCE, 771E GRADING CONFORMS WITH THE RECOMMENDATIONS CONTATED IN W GRADING PLANS NIH IH£ EtEP170N THAT ANY CHANGES OR DEVIATIONS FROM THE PLANS DUE TO UN- FORESEEN FIELD CONOl77ONS HAVE BEEN IDENTIFIED IN 7HE FINAL SOILS REPORT FOR THE PROZCT. ONE COMPLETE COPY OF THE FINAL SOILS REPORT COMPILED fROM THIS STUDY, WITH MY RECOMMENDATIONS, WILL BE SUBMITTED TO THE OFFCE OF THE OW7Y ENtNEER, IF REQUIRED. COAST GEOIECINmut CONSULTING ENGINEERS AND GEOLOGISTS P.O. BOX 23016) ENCIVITAS CA 92023 (858) 755 -8622 BY "m &40J DALE 1H4 YA SAGHANET GE 782 EXPIRES BY DA 7EYAm& 0 MARK BORWELL EG 2109 EXPIRES W 0 a' ,W 0 z DR) WAY N84'46'02 -W 13818' (09:U, NEW NEW m ACE SSRY D WA<K NEW �AGF i WOOD fZO I o 2 N89 441081W 140.92' - A i/ I r SCALE 1 =30 n z0? a0 Z QQ 2 fi 4 BMP PROJECT STATUS i STANDARD I PUBLIC WORKS I PLANNING DAISION I PARKS AND RECREATION I SAN DIEGU/TO WATER D /STRICT I ENC /Nil'AS f/RE DEPARTMENT i "(3• DATE 8 r SIGN DATE SIGN DATE DATE 019, CHANCE NO. DESCRKON APPROI/ED DATE BENCHMARK AS BOIL T APPROVALS DESIGNED Br. - DRAWN Br G7iL&KLv Hr ENG/N RING DIVIS/ONAPPROVALS CIT Y OF ENC /NI TAG, - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. AO ItS 0 AS -BUILT SIZN 8131120 CITY O" ENCINITAS SURVEY CONTROL POINT N0. 1032, A 2" MONUMENT BRASS DISC SET A TOP OF aM EAST SIDE OF WLCAN AVE MA ROM 92004 DATU NAVIi 88 lam_ - � 7 -9 -20 - IN I. DATE PLANS PREPARED UNDER SUPERVISION OF DALE. l l oC R C.E NA 44173 y� y VINCENT L SAMPO ~^ ENGINEER OF WORK EXP.: 6 30 19 REC(>MAl APPROVED: L, p �/ DATE - ) 7- / DA -a � 201 a GRADING PLAN FOR: 605 CORNISH DRIVE COX RESIDENCE APN' 2J$ -f0l -08 PLANNING CASE Na i.'- -246 CDP MUM PUBLIC WYJJRKS NA - -- VINCENNT L SAMPO DATE S1GINEER Nowak, 8/31/20 PLANING --- REVIEWER JSN: 8 31 INSPECTOR 8/31 SHEET 10f � KEYNOTES: DEMOLISHIPR07ECT NN•PLACE O "n SYMBOL I I 1. DEMIXIM TREE. I I Z DLMOUSH EXISTING WALL. PROPERTY n4RY - - I ( 3. DEMOLISH EXISPNG PAVER. izl PROPFw LINE1110 ,VA Y I I 4. DEMOLISH EXISTING CONCRETE SIDE WAr'" Z I I I 5. DEMOLISH EVSPNG AC PAVEMENT NEW CONTOUR 83.00 I I I 6 DEMOIISIf EXISTING PLAN' NEW ELEVATION 7. DEMOLISH ENSTINr: � DECK -82 -- I I 8 NOT USED >\ I I 9. DEMCu" �.USHNG BUILDING EXISTING ELEVATION 83.30 153.23 y 1 I I (16U0 d X, 10. i o I 1 D PROTECT EXISTING WALL IN IN !'LACE ELEVAIICXV ABOVE GRADE •--- -� 44 CONCRETE PAVEMENT > > 1 ( I I 12. PROTECT FENCE IN PLACE, _/ I I 13 RFMOWED EXISTING S7if1J. CONCRETE MASONRY RETAINING WALL o I /� 5 ALL PR/VA7F IMPROVEMENTS WTH /N PUBLIC R16HT=OF-WAY TO BE MAINTAINED BY HOWEOIfWER INCLUDING PERN�/S 14. PROTECT AT &T 117711 T BOX PAVERS STORM DRAIN INLET, AND STORM DRAIN PIPE PER ENCROACHMENT MAWMANCf AND REMOVAL COVENANT � I 15. PR07ECT EXISTING WATER METER SEE NOTE Cl AC PAVEMENT >: >.'._:: ° � C DPl_14:w,4.Y % I I �` RECORDED- 1).L34, 2018 AS DOCUMENT NO. 2018 -03Syg OF OMOAL RECORDS I I l6. DEMOLISH EXISTING GAS METER l� � I I 1 CONSTRUCTION N07E : i r NEW /MPRO►�MENTS ❑ 1. £X1S11NG TOPOGRAPHY AND BOUNDARY 5170NN HEREON PREPARED BY SAMPO LTNGNEER/NG `I 1 4 11 - ,'C� K g/A I I 1tJ' titi� itrEc ON I// 6� 1,4�.^ PROPERTY LINE BEARINGS AND DISTANCES SHOWN HEREON CALCULATED PER d L r �� WOOD FENCE I i 1. RESIDENCE PER ARCHITECTS PLAN. R. 0. Ltl l BEAf>'INGS AND DfSTANLES SHOWN HEREON IN PAR MIESIS PER REC,RO MAP }�_ `� { � > :~$ - 4 ,� ?`�" 4 y,;;i; �r 'V E1 - I I J3 rJ r>i ,? \ - - xtgl.�; - X N619'46'02�1' 136128 A693330� 11850 - \ ( I 16' WIDE N0. 15. _ ( l - -X �e14220 7 2 CONCRETE DRIVEWAY PER COWSIRUCTiON ROTE - _ -- - - 3. CONCRETE SILtEWALK PER CONSIRUCTK,iN NOTE N0 14. 2141. ' .5�6° . u • t 1 2. A PRELIMINARY TITLE REPORT PREPARED BY NORTH AMERICAN ATLE COMPANY DATED APRIL 2, 2018 AS ORDER NO. 1561860 HAS BEEN REVIEWED FOR EXISTING ON -53TE Q _ Q 4 1 4 --.� 75 4 4. CHIMNEY PER ARCHITECTS PLANS EAS£,MENTS. SEE 7HIS Sf7EET FOR PLOTTED EASEMENT ''A0' t ! �o r ,:., r� SD 2 -� _ _ S;T I I 5 HOOD fRAMED DECK PER ARCHITECTS PLANS 3 ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL Z _ - - a i �SD 1 - '�' rNEI� I 6. STEP PER ARCHITECTS' PLANS BE MAINTAINED BY IFIE PROPERTY ONNER { r -� 5 4 FL 143.60 7. CONCRETE PA 770 PER COINS1RUCTION NOTE NO 14 GRAS DV SQL HOYON (7 t MAY VARY S ALL >�NTI�VG 55.,32 BP 31 �' ' '� 7 5t. _ . k' \ �/` - - I 8 STEM WALLIDEtPEND FOOTING PER ARCHITECTS PLAN. G i.�. 7 2 15.os I,. I \ I WALL FOOTING IEP ITS( C 5 .y 1 $ 1 \. 6 I 9 ASPHALT PAVEMENT NIL)ENMYG TO ENSURE A Chi 24' NNiE 5. ROOF DOWN_WVTS TO BE DISCHARGED INTO PLANTER LANDSCAPE AND &O- 4ENPON \ Ll SAWCUT I , '' - ASPHALT PAVEMENT. 4" AC/ S' CLASS li BASE MIN -3 9 KEYSTG;� �r�1L 2 14�•✓ L,,vt =R I AREAS PRIOR TO DISC TO THE SAl7SFAG170N OF l lE CITY ENGNEER WRIER SHALL , i 4 46 '� � - 10 TPfF , NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD MW FOUNDATHXVS _ ` 1 � _ \ \ + -}-, FF 149.25 � � � \4 J ' � 0 6 N1DE X 16 DffP PCC fZUSl! CURS - 1 I � _ rr S x'4r - GRADE SITE TO 11. PERMEABLE PAVER PARKING AREA BY UN/ ECO STONE OR APPROVED 6 ALL EXlSTNVG AND PROPOSED UTILITY LNVES SERt9NG THE SLIRECT PROPERTY SHALL BE 2 2 4 \• DRAIN TO BASIN INSTALLED UNDERlXtOUND. I I i ) 6 - :x MI! WAIT (1 D � - X10 6 ,t om' f EQUAL PER DETAIL C 7 CONTRACTOR TO LOCATE AND PROTECT IN EXISTING W,41FR SERVICE AND WATER J 4 I i, 1 1 "' ' - - fs" i f2. 4' ASPHALT BERM. METER -,.r�� _ J. jJ 3 4 - 6 4 „T - - 1 3 o I <w 13. CONCRETE MASONRY WALL PER SORSD C -5 WALL DRAINS PER C -8. 8 DUS1hNG SURVEY MONUMENTS SHALL BE PROTECTED IN -PLACE IF ANY MONUMENT IS D/S%RMT #J .7? 24 �E W 1E� I -j S 7 9 pcc,nc i 7 rJ - - , , I HOLD CITY HARMLESS FOR �, ' x 3 �aS� I DRAINAGE AGREEMENT 14. CONCRETE MASOWRY WALL PER SORSD C -6, WALL DRAINS PER C -8. DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A i1AE'7Ei2 S+t�R►Y /cE AT � wMEt2�' ; ��� � t;�` � r• 4X' _1481 Q Q t ., �-- i _ , ` 5 \� 7 a CORDED tALi( a; 2018 15 CONCRETE MASONRY WALL PLR SDRSD C -2, WALL DRAINS PER C -8. CORNER RECORD OR RECORD C)f SURVEY S7iR1L BE FILED 1#1H THE CtX1NTY PRKIR TO / 6 � '� •-� .-M g RELEASE OF SECURITIES. A SEPARATE MONUMENTATION BOND MAY BE REQUIRED AT THE FYF A/SE &W ,itwETE2) J h ,9s �- I OYS(XiE17ON OIL THE CITY ENGINEER. � �� I � � �' 2 �� � � kt :. � , L; 1 `? � 5 � o • y � � A. _ I AS DOCUMENT NO 2018�3iY4.2L - ' � � OF OFFICIAL RECORDS 9. ALL STREET SIGNS, LIGHTS LAMPS. UTNJ ES ETC. LOCATED WHO THE PUBLIC 13E >6 � A? _14J8.2 �� I I STORM WATER QUALITY P RIGHT-OF-WA Y SHALL BE PROTEC9 IN PLACE DURING CONSTRUCTION OR REPLACr71 TO I - f _ 1' S� PAS 1 3 > q,1F. s - - ' riri�tlr L F� ii I i 1 , 14330 _. - 5 - _ - i5 1� �1�. H 1425 = _ g c 12 X 12 CATCH BASIN BY NDS CW APPROVED EQUAL. THE SA1l�ACIlON � 1Tff (QTY EIVCEi;s � ` , '�, 1 5 1 4 >s 3_ 2 1 BTML• 139.7 I , 10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN lllE(ID REGIONAL _ '1 1 d 1�+ 1� fs >s { 1 1 - - ' v ; _" R 1 11 MDE EASEMENT TO SW FOR THE PURPOSES Z VEGETATED SWALE PER DETAIL 'B° STANDARDS ARE TO BE PRIVAIELY MAINTAINED BY THE RESIDENT. v �, `� 15 a r �7.. , ,�� NprID W g PUBLIC U&1flES AS RECORDED OF FEBRUARY 17, 3 6 PVT PVC (SVR -35) STORM DRAIN PIPE 0 IX M/N SLOPE co 40 IT44r ,' S - t '22 Qd GARAGE ! t � � `, 3 I fB31. IN BOOK 1866, PAGE 147 OF OFFICIAL RECORDS I 4. RIP -RAP ENERGY DISSIPATOR PER SLIRSO D -40 USE 12 BACKING 12 THICK 11. NN7ERf0R SLABS SHCkJL(1 BE A MlN/MC1M 5 -!N(J! THICK AA�T fiEIORC£D IN BOTH, pA(1 t 7 } _ DIRECTIONS NTH /3 BARS AT 18 INCHES ON CENTER IN BOTH DIRECTIONS THE SLAB APPROX. LOCATION SEWER PER I 15T.O9 �C � � °' 2 � d 1 PAD• 1543 9 1 1 � !0" DIA TRF£ OVER 12' DECOMPOSED GRANITE f7LTFR BLANKET SHIXit7J BE UNDERLANII BY A MNN�iUM 2.0 INCH COARSE SAND BLANKET(SE. GItEA7ER THAN ASSESNT DISTRICT NCI. F-100 SHEET � - a 30 . WHERE MOISTURE SENSI77VE FLOORS ARE USED, A MINIMUM 10.0 MIL V1SQUffV, STEGO, �' j 2 %%� �� \ 5 6.00 5. 4 X 24 (96 SF) 810 - RETENTION BASIN PER DETAIL A S /ZED FOR 4% OF tXwr EQUIYALENT MOISIURF BARRIER SHOULD HE PLACED OVER THE SAND BLANKET AND 1 OF 23. CONTRACTOR. TO VERIFY -� � � 1. � I 7 j . � i' i / y NEW AND REPLACED tMPERVfOUS SURFACE AREA. COVERED BY AN ADDITIONAL 1114? INCHES Of SAND (SE. Gl?EAIER THAN 30. UNLESS i �°n - !�` v �° !' ` I-1 \ i I �i 143. sr nh�S �. j 1. `5. 1 0 1 DETERMINED OTHERWISE BY THE SOIL ENGINEER JCa' AND RE7NFOR PER SDIL n ¢ I j �- i I 6. 8' WIDE TRENCH DRAIN W11H IRAfTTC GRATE BY NOS' OR APPROVED ENGINEER a ;W ���°ti!s - I I_ - 0)_ `_, 12 BMPS SHALL BE PRIVATELY MAINTAINED AND TIN: FAaJ77ES NOT MOX U OR REMOVED � � ° �' !n � ��. `� r 9� �o ^- q : r - ' _ EQUAL. WITHOUT A PERMIT FROM THE CITY i I c211LY1'MN/N N {' 1 7 7 / `f / '� 4 TREE 5 �I ! I i 7. 3 WIDE X 3 DEEP COBBLES s r_ ` �j UN Un. 3 1 0` 'E'' I I` 8. 7 WDE LEVEL SPREADER WITH 2 -4 PVC PERFORATED SULIDRA/N PIPES , 5 �. 13 GRASS AND LANDSCAPE AREAS DESJGNA7FD FOR STORM WA 0? POLL U770N CONTROL I ( c r - ' 3 _ ; 1 } r y SHHALL NOT BE MQOtFIED WITHOUT A PfMWT FROM IHE CITY J ( ! C-' 2 c; - 1 2 \ I p ( LAID LEE TO SPREAD FLOW. 8 j ( �r 2_ L 148 tqg f55 I - f 9. 8' PVT PVC (SDR -35) STORM DRAIN PIPE ®1% MIN S70PE. REINFORCED WIUt f3 AAT 18 INCHES ON � IN BOOTH REC17ON THE SLAB / � � � + � , � rf+ � �► �' _ �� � � - _ � -- - - k .. q F,Q' � 1 � � � "'� {yam � X � I 10 24" X 14' PRIVATE 6'ROOKS CATCH BASIN fN1H TRAFFIC GRATE 161.61 ' a 15829 �• S - SHOULD BE UNDERLAIN BY A MINIMUM 2.0 INCH COARSE SAND ";T. E. 6REAID? THAN � � � 4 �h�t�, r'VOUt 44�`W T, . - __ fl. 3' BY 5` LONG RIP -RAP ENERGY DIS5IPATOR PER SnRSn D -40 11- 30. NI&E MOISTURE TNS ±LIVE fLOCXiS ARE USED, A MINIMUM 10.0 NSfX1EElV, 51EGO, � � � �^� - h. 5 � � I b I , `� ,• s' I I 12 8 NVE TRENCH DRAIN BY NDS OR APPROVED EQUAL, CONSTRUCT 12 OI�EQUIYALENT MOSTU1zE BARTER SHOULD BE PLACED OVER THE SAND BLANKET AND COVERED BY AN ALUTOVAL TWD INCAS OF SAND (SE. GREATER THAN 30. UNLESS `�SMH ' 4 � �o �j iNtif X 4" LIFER CONE BAND AROUND PERIMETER t� TRENCH DRAIN DETERMINED OTHERWISE BY 111E SOIL ENGINEER. JOIN73 AND REINFORCEMENT PER SOIL � I Q � °° � ° ! I ENGINEER 15 CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 5.5 INCHES PCC OVER 12 INCHES OF 1 4 j WATER O COMPACTED SUBGRAD£ SOILS. SUBWADE SOPS SHOULD BE COMPACTED TO A MINIMUM �I ; . '� 1 IXSIRICT TO UPM40E TO DUAL METER PER NS- #C -17 AT OWdNER'S 95 PERCENT OF 7HOR LABORATORY MAXIMUM DRY DENSITY. CONCRETE SHOULD BE l � REINFORCED NTH NO 3 BARS PLACED 18 INCHES ON CENTER IN 807H DIRECTIONS UNLESS I �� ' I I ( EXPENSE DETERMINED OTHERWISE BY THE SOIL ENGNEER �KIfNTS AND REINFLTRGEMENT PER SOIL VOID SHEET 16 GRADE STS TO DRAIN TO BASN � � ?� � ��`� � I � I EXISTING EASEMENTS 17. RRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED A ROVED WIDTH (Ac I SEE SHEET 2 A � � 1 A. 12' MVE' EASEMENT TO S� FOR PUBLIC UNI BES RECORDED FEBRUARY NOT LESS THAN 24 fEET CURB LINE TO CURB LINE OF UNOBSTRUCTED IMPROVED NN1H I ' I I 17, 1931_ IN BOOK 1866, PAGE 147, Oc LEFIGA[ RECORDS AMENDMENT 503.2.1 � j Q I �' I t} 3 ' I w B. A PRELIMINARY 777LE REPORT WAS PREPARED BY NORTH AMERICAN 717LE ! COWAN Y DA TED 20.00' I �- J `J (`� i f L Lo i -I I I WAS REVlENED FOR AN577E E 151 SAID EASSEMENH�AVE BEEN PLOTTED HEREON WIN THE EXCEPAON OF TWKI EASEMENTS INAT I i i HAVE NO EXACT LOCATION SET FOR 7H. 6' LTA. AN EASEMENT FOR THE PURPOSE SHOW BELOW AND RIG47S ROCK -LINED OPTION VOID FLLER 118' 2' 4' INCIDENTAL !HERETO AS SET FORTH IN A DOCUMENT FROM NOT SET OVER LINED ITLE LIVING PROTECT EXlS11NG PAVfME7VT TO 3 8' 8 PROPOSED PERMEABLE OUT, AS "TOR, TO JOHN P. MILLS ORGANZA 170N, INC. AS DEEP ROOTED DENSE DRDUGIT AGl>REG- if / VOID 2% � 4% LaECORAITVE PAVERS GRANTEE; FOR THE PURPOSE OF PUBLIC U77LI17ES , RECORDED ' 24' MIN. '.may t, +` a e r • � �-- TOLERANT PL�VTING SiiITALILE GRASS OR TURF LINED s � • � �.: � �•� _ a � RECORDS � MARCH 12 1930 /N BOOK 1745, PAGE 336 OF DEEDS OF OFTJCIAL /-OPWN OVER LAAROK BEDDING COURSE - 2' FOR W IL DRAINED SOIL , ANCHORS (TIP)T TURF REINFORCEMENT IfIgC OF 1/8' TO 3/8' (N0. $ a ' 2' a PUNTED 18 OC MIN , � 4 KEY NNEN SLOPE EXCEEDS / 2 -3' dDM MULCH FOR ANCHOR 5X AGGREGATE \ 20 ANN 4 B.B. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS 143.,3,5 / 143 30 2 CHOKER CWR2' - 4• �%\ _ INCDENTAL THERETO AS SET FORTH IN A DOCUMENT fROM NOT SET E J 4 ` • :: , Tf OF J18' TO ff2 6 1 i\ \ \ \ /USHED ROCK �� \ / - ' OUT AS GRANTOR TO UNION 77TIF INSURANCE AND TRUST COMPANY -; 4, = 14330 W. _ r MAC (NO 57) cW / /\ iSFESS! o AS GRAM££ FAR THE PURPOSE OF DRAINAGE PIPES AND MURES MIN 6' IHlcK ! 40 �,� AFERMEABLE , f8 MIN ENGINEERED SOIL �/ // //4. // i / / \ / /\, / /�/ / \ //\ \ /tom \ / / /`i z� �� c N OF 3 4 \\ \\ \ \ �, q ti RECORDED MAY 22 1947 IN BOOK 2402 PACE 244 OF OFTTCIAL MEMBRANE: ', ,� 2' of • l9zAVEL \ , \ / \\ / \ \ /\ \• °\ \.� /\ \ / \ \ \/' \ / \ \/ CRUSf/m r PER sac ENGNEFR (ALL / / \ / \ / \ /� \ / \ / \ / \i \/ `° / \ /i \ / \ / \ / \ / \i ^' 4 SIDES BASIN) ` 14' MIN 3 %- CRUSHED ROCK / /� /� /� / / / / / / / /r SOIL 57JL3GR4DE % ; ,.:� // �• �� No. 44173 �m s t 0'_V�IMPDNEABLE MEMBRANE PER SO'L \ \/\ j � j \ � ,\\ � NOI O6 -3o -1s '41 ENAnoN / / /// ENGNEER (ALL 4 SIDES BASIN) C! V t1 -ALL AGGREGATE MUST BE CLEAN /WASHED AND fREE LE fINES (SAND, SILT ETC.) 9T �a ci o AO:• ''HALT COYCREIE a, *B10- REIENTTON F"'" �r(LD SOIL LAYER SHALL BE AINJMUM 18' DEEPSANDY LOAM SOIL MIX W7H NO MORE NOTES' -THE PAVERS SHALL NOT BE SEALED ONCE THE VO'D FELLER HAS BEEN ADDED OF CAL1i� BTII` bv. WALL � O ? s THAN 5X CLAY ,tIYT THE MIX SHALL CONTAIN 50 -60X SAND, 20-30X COMPOST OR HARDWOO MULCH I. PUCE' 3 ANpiIJIRS PER SQUARE YARD OF MAIER1AL -EACH COURSE S71C BE AWAMY COMPACTED bFORE FKACEMENT OF NEXT O llY CO: OYEArr . � � r AND 20 -" . ✓t'S�L 1HE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. 2. FOR ROCK -LINED OPTION, INSTALL GE01EX W11VEN MONC>FILAMENT OIEXIItf (NA 117f OR EQUAL) WHEN SLOPE EXCEED 5% - PERMEABLE FL. 79 FABRIC SHALL BE USED ALONG THE INTERFACE BE/WEEN CON[.• COWCREk z c 3 FOR GRASS OR 71IRF OP770N, INSTALL LANDLOK 7RM 450 TURF REINFORCEMENT MAT WHEN SLOPE EXCEEDS 5X THE 314" CRUSH ROGK BASE AND SUBGRADE. 10 5 0 10 20 EA EZECIRI�Cr MElFR ��- w 810-RETENTION BASIN DETAIL L =PSiCR GAP'' SR OV �BE�G�ED FOR DUET S IN W f Y XPAN9 REP' � �N D AY B EW RED LTA .•' fT� OF F000Ii�T ' Z � NT5 A TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE SA OFENGNEERINSPECTOR. = G GAS METER > v N NTS B SCALE: 1 10 M8.• MAILBOX • F PERMEABLE PAVER CROSS - SECTION WITH CONCRETE EDGES n GV PLANIER NT5 ' I t sAI: WAS fLOW MANHOLE ` 14AN.• WATER METER WV WATER VALVE aj CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILTAPPROVALS B>� DRAW Br: a aGED B1� ENGINEERING DIVISIONAPPROVALS CITYOFENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO AO AS 0 VOID SHEET SRN 8 31 20 IN DATE PLANS PREPARED UNDER SUPERVISION OF RECOMME7/1� APPROVED: GRADING PLAN FOR z ij 605CORNISHDRIVE CITY OF ETNCMWTAS SURVEY CONTROL POYVT NO 1032, m A 2" MONUMENT BRASS DISC SET IN TOP OF MRB VINCENT i _. DA PUBLIC WiJRICS DATE f COX RESIDENCE 13848 -Ci EAST SDE OF VULCAN AVE PLANNING / RC -.E NO: 441 ?3 S._ v CHRI�T(�REI�. °\' REYIEWR V1_ 07 �0�� APN, 258-101-08 oo ELEVATI0N.' 92.[104' DA Ilk' NAND 88 MTN57 ENGNEER Ac N4?RK EXP: 6 3O 19 � pL. � � � � ~� �7 0�%� SHEET2Of 3 .. INSPECTOR DATE DATE PLANNING CASE Na 17 -246 CDP a V '�1 KEYNOTES. DEMOLISH /PROTECT IN PLACE 0 LEGEND SYMBOL I I I I 1. DEMOLISH TREE. I I 2. DEMOLISH EXISTING WALL. PROPERTY BOUNDARY - - I I I 3 DEMOLISH EXISTING PAVER. PROPERTY LINE /RIGHT OF WAY �� I I I 4. DEMOLISH EXISTING CONCRETE SIDE WALK. 83 I I 5. DEMOLISH EXISTING AC PAVEMENT NEW CONTOUR 83.00 I I I LOT 5 6. DEMOLISH EXISTING PLANTER. NEW ELEVATION O T 1 a 1 7 DEMOLISH EXISTING WOOD DECK. EXISTING CONTOUR -82 z I I I 8. NOT USED EXISTING ELEVATION X 82.43 8330 , 153.23 I I I I 9. DEMOLISH EXISTING BUILDING 10. PROTECT EXISTING TREE IN PLACE. ELEVATION ABOVE GRADE [160.0 bq 153.21 I O I I 11. PROTECT EXISTING WALL IN PLACE. CONCRETE PAVEMENT AC Pl4o� > I I 12. PROTECT FENCE IN PLACE. Q 13. REMOVED EXISTING SHED. CONCRETE MASONRY RETAINING WALL o I o W I ALL PRIVATE IMPROVEMENTS WITHIN PUBLIC RIGHT -OF -WAY TO BE MAINTAINED BY HOMEOWNER INCLUDING PERVIOUS 14. PROTECT AT &T UTILITY BOX. AC PAVEMENT '� o � PAVERS, STORM DRAIN INLET, AND STORM DRAIN PIPE PER ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT 15. PROTECT EXISTING WATER METER. SEE NOTE �l Q C DRIVEWAY I I g� o �� �' RECORDED AUGUST 28 , 2018 AS DOCUMENT NO. 2018 - 0354920 OF OFFCIAL RECORDS I I 16. DEMOLISH EXISTING GAS METER. o CONSTRUCTION NOTES: NEW IMPROVEMENTS ❑ 1. EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON PREPARED BY SAMPO ENGINEERING <<, I 12 F. 11 RO o ON 11/14. PROPERTY LINE BEARINGS AND DISTANCES SHOWN HEREON CALCULA TED PER o I `T s„ °� �� 18' 2 .o \ WOOD Ftr 2 18 1. RESIDENCE PER ARCHITECTS PLAN. R.0..S 0430. BEARINGS AND DISTANCES SHOWN HEREON IN PARENTHESIS PER RECORD MAP .., :� I Q I p TC 13 15�' 0.78 10 - - 4 WOOD X _ , 2. 16' WIDE CONCRETE DRIVEWAY PER CONSTRUCTION NOTE NO. 15. 2141. ¢6 _ N894602 W 138.28 (N893330 E 138.50) F X 142 �' I I 154.65 �F1S _ i 141.7 I J. CONCRETE SIDEWALK PER CONSTRUCRON NOTE N0. 14. 2. A PRELIMINARY TITLE REPORT PREPARED BY NORTH AMERICAN TITLE COMPANY DATED I '�� �6� 2 14 1 1 IE j4- 5 1 \ IE 143.00 \ '�° "�� / 1 3 Pr I 4. CHIMNEY PER ARCHITECTS PLANS APRIL 2 2018 AS ORDER N0. 1561860. HAS BEEN REVIEWED FOR EXISTING ON -SIZE Q o o �, . 4 A z h�. A EASEMENTS SEE THIS SHEET FOR PL0TIED EASEMENT 12.00' �= J J� 7 °O `° `° �' "' ° ' y f r 2 D �- SD -g \ J J ° _ ^ ^ r S� C� a ' r 5 148 5 o \ � x 2 AL I 5. WOOD FRAMED DECK PER ARCHITECTS PLANS 3. ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL ` ' I _ JJ 3% 29 29 3 14S \ �� 8 HED " I 6. STEP PER ARCHITECTS PLANS BE MAINTAINED BY THE PROPERTY OWNER. I I JJ_ "�`� \. �g �o`b ��1 g . 0 I 7. CONCRETE PARR PER CONSTRUCTION NOTE NO. 14 4. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING I 10 JJ -1hh" -r . I 1 x14 S 4 IA I��!6 I 8. STEM WALL /DEEPEND FOOTING PER ARCHITECTS PLAN. 155.32 EP 7.00' I I I - GRADES AND SOIL ENGINEER RECOMMENDA TONS. SOIL ENGINEER SHALL DETERMINE FINAL � �I C � 16 1 !� 4 ?� 9 I � \ \ x143.4 \ \ I 9. ASPHALT PAVEMENT WIDENING TO ENSURE A MINIMUM OF 24 WIDE WALL FOOTING DEPTHS ��. �n 5 6 5. ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER LANDSCAPE AND 810- RETENTION I l C ALL ' lC I � 8 5 8 ASPHALT PAVEMENT 4' AC/ 6- CLASS If BASE MIN. AREAS PRIOR TO DISCHARGE TO THE SA USFACRON OF THE CITY ENGINEER. WATER SHALL Ll SA -�ss� J J ' s 13 9 2x147.7 KEYSTO WALL 4 2 X145.0 AN \ 0 0 SEE I I I NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS I �. y5• 153 16 fT. 149.25 _ terry SHED I x I 10. 6" WIDE X 16' DEEP PCC FLUSH CURB. , \� LP 1 2 � a VENT PAD.• 148.6 x146.: 6 GRADE SITE TO 3� 1 10 4 11. PERMEABLE PAVER PARKING AREA BY UNI -ECO STONE OR APPROVED 6. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE / / � dP 16 � � �_ � 2 14867 148.12 2 4 DRAIN TO BASIN \ 300 i I 10 I DIA TREE EQUAL PER DETAIL C. INSTALLED UNDERGROUND. I �' I 11 x 152.9 16 12 MU WA 8 D K o 1 .10 6 x 1 HES 7 7. CONTRACTOR TO LOCAIF AND PROTECT IN -PLACE EXISTING WATER SERVICE AND WATER Z JJ 4 T47 0 1 �1 146.3 \ _ �I I3 I / 12. 4' ASPHALT BERM. METER. Z I I I\ JJJ J 4 -152 \5 3 6 144.61 �� 1 1433 Ro I � 13. CONCRETE MASONRY WALL PER SDRSD C -5, WALL DRAINS PER C -8. 8. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS 155.7 10 J 7 9 DS 7 3 5 'Q / 13 -� o �� I HOLD CITY HARMLESS FOR DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A I 1 -18" DIA Th . i ONC 4% 14812 3 z rn �O Q ��� DRAINAGE AGREEMENT 14. CONCRETE MASONRY WALL PER SDRSD C -6, WALL DRAINS PER C -8. CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO /Z I 1 -12" Dl= �JI �°° ��o,� , g �e�'S 87 3.26 .� 3 f 1511 2 z 5 / 0 ` 7 g i RECORDED AUGUST 28, 2018 15. CONCRETE MASONRY WALL PER SDRSD C -2, WALL DRAINS PER C -8. RELEASE OF SECURITIES A SEPARATE MONUMENTAPON BOND MAY BE REQUIRED AT THE AS DOCUMENT N0. 2018 - 0354921 16. 24 HIGH LANDSCAPE WALL DISCRETION OF THE CITY ENGINEER. o I I 2 �2% �� T 59 X 1 O 5 A I z " 4% L - - t y 13 -I o I OF OFFICIAL RECORDS. 17. WOOD RETAINING WALL 3 HIGH AX. 9. ALL STREET SIGNS, LIGHTS LAMPS UTILITIES ETC. LOCATED WITHIN THE PUBLIC WSJ J Ss�° X 6 �R lP -4 CMU Wes_ FF 15300 p 6 `� 1 ? \ o 0 W r,� '¢ I I STORM WATER QUALITY 18. WOOD FENCE RIGHT OF -WAY SHALL BE Pl OLAC1A IN PLACE DURING CONS7RUCRON OR REPLACED TO 9; \ I I �� 1 ��R 132 j6 152 g5 148.2 ?P \ ° \5 PAD. 152.3 1 x 146.4 IA \TR 14_2.5 .3 13 I 1. 12" X 12' CATCH BASIN BY NOS OR APPROVED EQUAL. THE SATISFACTION OF THE CITY ENGINEER. � - - - g1 FG. 142.5 0 0 '� 14 6� 5 ��S,s - - - -I 15 3 1� x B1M.• 139.7 � o I � A ' ``' �� v 5�� Fc c 1 2 I I _ 2 x1445 1 �\ I 12 WIDE EASEMENT TO SDGE FOR THE PURPOSES OF 2. COBBLE LINE SWALE PER DETAIL B. 10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT Of WAY NOT TO SAN DIEGO REGIONAL I 1 I RAISED W�ID 3. 6' PVT PVC (SDR -35) STORM DRAIN PIPE ®1 %MIN SLOPE. ""6 6 \h G 15815 /sV6 2 DR Vil)S 3.1 S i PUBLIC UTILITIES AS RECORDED OF FEBRUARY 17 STANDARDS ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT 156.44 P a " G � � - _ -� /•� � F 2.2' 2 I 0.20 x14 9 \� ' �146.� � 3" 1 ' c \ o 4. NOT USED il. INTERIOR SLABS SHOULD BE A MINIMUM 5 -INCH (HICK AND REINFORCED IN BOTH I N AC PVMT h S ^ Z9O ° 155.�� GARAGE 20 I PAD 1467 ' ` \ I 1931. IN BOOK 1866 PAGE 147 OF OFFICIAL RECORDS DIRECTIONS WITH #3 BARS AT 18 INCHES ON CENTER IN BOTH DIRECTIONS THE SLAB APPROX. LOCA77ON SEWER PER 15709 \�'^' 2 'n a PAD, 154.3 9 155/ IN � 1 10" DIA TREE I � � �i x1465 14.25 � � \ I 1 5. 5' X 22' (110 SF) BIO- RETENTION BASIN PER DETAIL -A' SIZED FOR 4% OF SHOULD BE UNDERLAIN BY A MINIMUM 2.0 INCH COARSE SAND BLANKET SE. GREATER THAN ASSESSMENT DISTRICT N0. f -100 SHEET `� o oiRr x``88' g�' _i% �j' i D 1 1 NO GRADING_ \ 7 ( a I I 5 I . NEW AND REPLACED IMPERVIOUS SURFACE AREA. 3,. WHERE MOISTURE SENSITIVE FLOORS ARE USED, A MINIMUM 10.0 MIL VISQUEEN, S7EG0, 1 OF 23. CONTRACTOR TO VERIFY " 115 2 I \ \ \ \ 6.00 p 0 EQUIVALENT MOISTURE BARRIER SHOULD BE PLACED OVER THE SAND BLANKET AND � /' I y IRE 1 I a l 7 ss I I //� \ 3 �1A 6. 8 WIDE TRENCH DRAIN WT 7H IRA FFIC GRA7E BY NDS OR APPROVED COVERED BY AN ADDITIONAL TWO INCHES OF SAND (SE. GREATER THAN 30). UNLESS I ? �% 11.5% `'s 4 1 I 1 R T H \ 1 0 \ 1 1 I 143 \ s��� I EQUAL. DE7ERMINED 07HERWSE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL I I -► ° 1 I ° \ \ 1 � ENGINEER. I = h0 Al- = �, _ _ - 7 • '; . 50.:.. DS 2 \ 0 X26 7. 3' WIDE X 3' DEEP COBBLES 12. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED I o �' ` 1 -o \' 1 hh� \5�� 9� E G �o . ° <� / °6 + DIA TREE I A I LOT 8. 7' WIDE LEVEL SPREADER Wi1H 2 -4' PVC PERFORATED SUBDRAIN PIPES o c24.AD'M /N c� N "` o� . y p5 �4 8.00' h DR GRASS 1� \ o� I WITHOUT A PERMIT FROM THE CITY. o °° \� 15 !L4 7 m 15 3 7REE 13 \ LAID LEVEL TO SPREAD FLOW. 1" $1 15,1+7 6 \7 m 3 \ \ I 13. GRASS AND LANDSCAPE AREAS DESIGNAIED FOR STORM WA7ER POLLUTION CONTROL I° - - - = 11 r1\ �� 2.�6 9 13 LL 1 \\ \ / \ I� 10 1 9. 8' PVT PVC (SDR -35) STORM DRAIN PIPE ®1 %MIN SLOPE. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. I 9 \ SD SD-�,D SD SD�\ \ I I 10. 24' X 24' PRIVA7E BROOKS CATCH BASIN WITH TRAFFIC GRATE.. 14. EXTERIOR SLABS SIDEWALK AND PATIOS SHOULD BE A MINIMUM 4.5 -INCH ]HICK AND o / �� DEGETA170N X - �- - - WQD FFNCF - 12 11. 3 WIDE BY 5 LONG RIP-RAP ENERGY DISSIPA TOR PER SDRSD D -40 REINFORCED WITH #3 BARS AT 18 INCHES ON CEN7ER IN BOTH DIRECTIONS THE SLAB ti / I �"� 155' g0 - - I 12. 8' WIDE TRENCH DRAIN BY NDS' OR APPROVED EQUAL. CONSTRUCT 12' SHOULD BE UNDERLAIN BY A MINIMUM 2.0 /NCH COARSE SAND BLANKET(SE. GREATER THAN / ��? BLOCK WALL e�? p G 15�" �^� N894408 W 140.92 I I 0 157.61 0 158.29 30�. WHERE MOISTURE SENSITIVE FLOORS ARE USED, A MINIMUM 10.0 MIL VISQUEEN, STEGO, s / 4 I �h y�. 15 �h y�. ti \� �h 15 12 WIDE X 4' DEEP CONC. BAND AROUND PERIMEIER OF 7RENCH DRAIN. 0, EQUIVALENT MOISTURE BARRIER SHOULD BE PLACED OVER THE SAND BLANKET AND Q AT &T �h '�9 I I COVERED BY AN ADDITIONAL TWO INCHES OF SAND (SE. GRE47ER THAN 30). UNLESS �I `` `� o �� °° I I 13. 4- PVT PVC (SDR -35) STORM DRAIN PIPE M 1 % MIN SLOPE. DE7ERMINED OTHERWISE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL SMH I �° ° I I 14. DIRT FLOW ENGINEER. / RIM 158.53 I I 15. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 5.5 INCHES PCC OVER 12 INCHES OF QI ° 1 1 WATER r� COMPACTED SUBGRADE SOILS SUBGRADE SOILS SHOULD BE COMPAC7ED TO A MINIMUM OF AC ?T T I I I 1. DISTRICT TO UPGRADE TO DUAL METER PER WS -09, WC -17 AT OWNERS 95 PERCENT OF THEIR LABORATORY MAXIMUM DRY DENSITY. CONCRE7E SHOULD BE EXPENSE. REINFORCED WITH NO. 3 BARS PLACED 18 INCHES ON CENTER IN BOTH DIRECTIONS UNLESS I I 61 I DETERMINED OTHERWISE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL W I I ENGINEER. I I I EXISTING EASEMENTS 16. GRADE SIZE TO DRAIN TO BASIN. _ / � � AC PVMT I I I \ 17. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBS7RUCIED IMPROVED WIDTH OF I I A. 12' WIDE EASEMENT TO SDGE FOR PUBLIC U77LI77ES RECORDED FEBRUARY NOT LESS THAN 24 FEET CURB LINE TO CURB LINE OF UNOBSTRUCTED IMPROVED WIDTH 17, 1931 IN BOOK 1866, PAGE 147, OF OFFICIAL RECORDS AMENDMENT 503.21 S Q / I I 158.7.0 I I w I B. A PRELIMINARY TITLE REPORT WAS PREPARED BY NORTH AMERICAN TITLE I = I COMPANY DATED APRIL 2, 2018 AS ORDER N0. 1561860. SAID REPORT 20.00' 20.00 SOUTH 1 LOT 1 3 WAS REVIEWED FOR EXIS77NG ONS17E EASEMENTS SAID EASEMENTS HAVE BEEN PL0TIED HEREON WITH THE EXCEPTION OF TWO EA SEMEN IS THAT 3 I I I HAVE NO EXACT LOCATION SET FORTH.• 6' B. A. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS Q VOID FILLER - 118' 2' 4' INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT FROM NOT SET ROCK -LINED OPTION TO 3 8' (ND. 8) N PROPOSED PERMEABLE OUT, AS GRANTOR, TO JOHN P. MILLS ORGANIZARON, INC AS a_ OVER GEOTEXTILE LINING PRO]ECT EXIS]TNG PAVEMENT AGGREGAT 1, VOIDS 2% PER PLA 4% DECORA77VE PAVERS GRAN7EE, FOR THE PURPOSE OF PUBLIC U11L1RES , RECORDED DEEP ROO7ED, DENSE, DROUGHT 24 MIN GRASS OR 71IRF LINED MARCH 12, 1930 IN BOOK 1745, PAGE 336 OF DEEDS OF OFFICIAL ° TOLERANT PLANING SUITABLE OPTION OVER LANDLOK BEDDING COURSE - 2 . \ \ / / \ \ / / \ \ / / \ \/� RECORDS ` FOR WELL DRAINED SOIL ANCHORS (TIP.) TURF REINFORCEMENT THICK OF 118' TO 318' (N0. 8 \ \ \ 2 \ PLANTED 18' OC MIN 4' KEY WHEN SLOPE EXCEEDS \ \ / \ \ / \ \ / \ \ / \\ . \ / \ \ / \ \ / \ \ / \ \� 2' -3' OF HARDWOOD MULCH FOR ANCHOR 5% AGGREGATE ; / / \ / / \ / / \ / / \/ 20 MIN 4 / / \ / / \ / / \ / / \// B. B. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS N 143.35 O�RFLOW 14330 2 \\ CHOKER COURSE - 4a \j / \ \ \ / \ D 70:1N \ \ \ \/� INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT FROM NOT SET \ THICK OF 3/8 TO 1/2 \ \ \ \ / \ \ / \\ 6 \ / \ \ / \ \ / \ \ / \� OUT AS GRANTOR '\ '/ j j j / g 1 MAX. \/ j j j \� (N0. 57) CRUSHED ROCK / / \ \ / \ \ /j \ /j/ e 'd q '. \ / \ \ / \ \ / \ \ / \� QROFESS /pN AS GRAN7EE FOR THE PURPOSE OF DRAINAGE PIPE ANDT URLI ES COMPANY 143.30 WL _ 3.1 MAX. 7 / A \ \\ • MIN. 6' THICK ql LO 18 MIN ENGINEERED SOIL // 4' OF J14" x / / \ \ \ \ / / \ \ / / \ \/ % \ / % \ / % \ / % \ / % \ / % \ / % \ / % \/ / / / % \ / % \/% \// �`� �vF�� L' Sq�A Flo RECORDED MAY 22, 1947 /N BOOK 2402, PAGE 244 OF OFFICIAL IMPERMEABLE MEMBRANE �� . . CRUSHED RCK , RECORDS PER SOIL ENGINEER (ALL 2 OF GRAVEL ����j��j�\/ ��j��j��j��j��j��j��j��j��j��j��j��� \ / /; / /� / / \ /�\ SOIL SUBGRADE �` /�\� // / %x / /� / / \�\ \ \ /� \ / /i / /i /' w No. 44173 m 4 SIDES BASIN) y ' 14' MIN ' 14" CRUSHED ROCK / ������������ ���\y \y ./ 1 ° IMPERMEABLE MEMBRANE PER SOIL ' ��/ ���jx � / x � / x��j /��j /��j /��j /�� /x ������ /��� / \� NOTES 06 -30 -19 ABBREVIATIONS ENGINEER (ALL 4 SIDES BASIN) -ALL AGGREGATE MUST BE CLEAN WASHED AND FREE Of FINES SAND, SILT, ETC. �y CIVI\- ��Q / ( ) l p� AC: ASPHALT CONCRETE *510- RE7ENTON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEP SANDY LOAM SOIL MIX WITH NO MORE NO7ES• -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED F OF CAT- \F BTW` BOTTOM F WALL 0 ? N THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, 1. PLACE 3 ANCHORS PER SQUARE YARD OF MA7ERIAL. -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE CO.• CLEANOUT a o AND 20 -30% TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. CONC. CONCRETE 0. z 3. FOR GRASS LORE7URF OPTIONS INSTALLOLANDLLOK 7RM 450 L7URF 117F OR EQUAL) WHEN SLOPE EXCEEDS 5 %E EXCEED 5% THE 3148[ CRUSH ROCK BASE BE USED THE INTERFACE BETWEEN w T DIA: DIAMETER �, i B10-RETENTION ION BASIN DETAIL -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL -SUBDRAIN MAY BE REQUIRED 10 5 0 10 20 EP: EDGE OF AVEMENT i - 8 0 NIS n TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE -PAVER GAPS TO BE CLEANED OF DEBRIS AND VOID FILLER REPLACED PRIOR TO FINAL TO G GASSMEFLOOR > n N Q SA77SFAC77ON OF ENGINEER INSPECTOR. SCALE: 1 " = 10' GV GAS VALVE z NTS U MR: MAILBOX w r� CIO PERMEABLE PAVER CROSS - SECTION WITH CONCRETE EDGES C GV PLAN7ER SMH.• SEWER MANHOLE � NIS NEW SHEET W.- WA7ER FLOW PREVENT w WIN.• WATER METER WV WATER VALVE s z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISIONAPPROVALS CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. AO AO VLS AS -BUILT SRN 8 31 20 �J INT DAIS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: o CITY OF ENCINI TAS SURVEY CONI ROL POINT NO. 1032, --� 7 -8 -20 605 CORNISH DRIVE A 2' MONUMENT BRASS DISC SET IN TOP OF CURB VINCEN L. AM DAIE PUBLIC WORKS N A ___ DATE 7 -8 -20 /� N EAST SIDE OF VULCAN AVE PLANNING N� � S eyeiNoWeEki 8131120 COXRESIDENCE 13848 -V Steve, Nowak, 8/31 20 REVIEWER ��'' R.C.E. NO.: 44173 STEVE CHRISTOPHER L. MAGDOSKU APN.•258- 101 -08 2A \ co TTY ENGINEER DA $ N 8 31 VINCENT L. SAMPO ELEVA LION. 92.004' DA RIM: NA V9 88 ENGINEER OF WORK EXP.: 6 30 19 w INSPECTOR ix s131 DATE DATE PLANNING CASE NO: 17 -246 CDP SHEET 2 OF 3 0 I c a C I I J a y a �J .mi 1a�' a a APPROX. LOCA17ON S,- iF` ASSESSIARNT DIsTWT NO ARY STABILIZID 2l OF 23. CONIRACi CONSTRUCWN ENTRANCE LOT I TEMPORARY SILT FENCE ruF ui$l v AND CASQA DETAIL SE T Alin 2(1.00' SOUTH "1 !� LO-1- L--- I � r s n SOT 5 I I 1 X I 7EMPWARY SILT fDff PER DETAIL G ANDCAS4A DETAIL SE -I 10 � DlA TREE r /��'� I i I 12' WIDE r A S WAIT TO SOLE FOR TIDE PURPOSES OF PUBLIC UTILITIES AS RECORDED OF FEBRUARY 17.. I 1 / 1931. bV BOOK 1866, PAGE 147 OF OFFICIAL RECORDS LnT /1 SEE CALIFORNIA STORMWAMR QUALITY ASSOCIA7ION (CASQA) STANDARD DWG NO. IC-1 FOR A01110NAL INFORMATO CRUSHED AGGREGATE GREAIfR THAN 3 "0 BUT SMALLER THAN 610 MIN RK TER FABRIC EXISTING GRADE SECTION A -A "w" ­ NOTE, CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF _20R TO SEDIMENT TRAPPING DEVICE �MI��L FA WDTH AS REQUIRED TO ACCOMODATE ANTICIPATED / CORRUGATED LA STEEL PANELS 25' MIN MATCH EVS)77jiVG 9TADE -' TYPICAL STABILIZED CONSTRUCTIONENTRANCE NOIE.- GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE 24" WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERROW 2 BAGS HIGH (7V) "RE NECESSARY NO SCALE SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD W. N0. SE -4 FOR ADDIRONAL INFORMATION WOWN FABRIC CRAWL BAGS 4ti STAGGERED (M.) TYPICAL VELOCITYCKECKDAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS -III —I 1 L TYPICAL INLET PROTECTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH LIPSLOPE FROM AND ALONG THE LINE OF POSTS 3 A TTACH THE FILTER FABRIC TO THE HIRE FENCE AND EXTEND IT INTO THE TREAV NO SCALE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE-10 FOR ADDITIONAL INFORMATION WOWN FABRIC GRAVFLBAG NO SCALE 2. STAPLE WIRE FENCING NO TO SCALE THE POSTS. 4 IN (10 CM) rn 3 4. BACKFILL AND COMPACT THE 7 EXCAVATED SOIL, z I o I Q �!3 I I i I 12' WIDE r A S WAIT TO SOLE FOR TIDE PURPOSES OF PUBLIC UTILITIES AS RECORDED OF FEBRUARY 17.. I 1 / 1931. bV BOOK 1866, PAGE 147 OF OFFICIAL RECORDS LnT /1 SEE CALIFORNIA STORMWAMR QUALITY ASSOCIA7ION (CASQA) STANDARD DWG NO. IC-1 FOR A01110NAL INFORMATO CRUSHED AGGREGATE GREAIfR THAN 3 "0 BUT SMALLER THAN 610 MIN RK TER FABRIC EXISTING GRADE SECTION A -A "w" ­ NOTE, CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF _20R TO SEDIMENT TRAPPING DEVICE �MI��L FA WDTH AS REQUIRED TO ACCOMODATE ANTICIPATED / CORRUGATED LA STEEL PANELS 25' MIN MATCH EVS)77jiVG 9TADE -' TYPICAL STABILIZED CONSTRUCTIONENTRANCE NOIE.- GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE 24" WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERROW 2 BAGS HIGH (7V) "RE NECESSARY NO SCALE SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD W. N0. SE -4 FOR ADDIRONAL INFORMATION WOWN FABRIC CRAWL BAGS 4ti STAGGERED (M.) TYPICAL VELOCITYCKECKDAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS -III —I 1 L TYPICAL INLET PROTECTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH LIPSLOPE FROM AND ALONG THE LINE OF POSTS 3 A TTACH THE FILTER FABRIC TO THE HIRE FENCE AND EXTEND IT INTO THE TREAV NO SCALE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE-10 FOR ADDITIONAL INFORMATION WOWN FABRIC GRAVFLBAG NO SCALE 2. STAPLE WIRE FENCING NO TO SCALE THE POSTS. 4 IN (10 CM) rn 3 4. BACKFILL AND COMPACT THE 7 EXCAVATED SOIL, Ci (?F ESSIQ II ( 1 � � FILTER FABRIC _ x v r — WIRE - N No 44173 ' ' I�IliH CC, Jv 06 -30 -19 _I — H ... .. r �yZ C1VlL 4�\ F u o OE CAL �F� NOTE ',D- AL TERNA 0 W SILT FENCE CONS TRUCITON MAY BE USED SEE CAUFINZ M STOMNATER QUALITY � ri � E IF FIRST AP °ROVED BY THE ENCINEER OF WYJRK AND THE INSPECTOR ASSOCIATION (CASQA) STANDARD DWG. N0. SE -1 FOR ADDl110NAL INFORMATION Z N 10 5 0 10 20 i w 7o Z 0 scALe. 1 " _ 1 a ' TYPICAL SILT FENCE �� � � _ Z " — w ` NO SCALE cr a z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS BUX TAPPROVALS DES�ED Br t1RAWN BY. �cK BY. ENGINEERING DMSION A PPRO VA L 5 C1TYOFBMWITAS • DEVELOPMENT SERVICESDEPARTMENT DR4W/NG NO AO I Q s vLS AS -BUILT SRN 8 31 20 CITY OF ENI WIAS SURVEYCOVIRa POW NO. 1032, A 2' MONUMENT BRASS DISC SET /N TOP OF CURB EAST 570E OF KIL CAN AVE ELEVATION 92-004 DATUM: NA 88 7 -9 -20 INT DATE PLANS PREPARED UNDER SUPEWSION OF DAB• j{�/yf��IJ ' / V � ��— R.0 E. NO.: 44173 ENGINEER OF WORK 6130/T9 RECOMMEN AK / APPROVED: �/ v JQ CHRI H L MA SKU p2� 8 a - o.e� /O GRADING PLAN FOR.- 605 CORNISH DRIVE COX RESIDENCE API.' 2101.08 13848-G z o PUBLIC OwS j�,q ��� N L.. A _ DATE NOi aka 8131 20 PLANNING NA RENEWER SRN 8 31 �E INSPECToR JK 8/31 -2 DA 1E DATE PLANNING CASE N0. 17- -246 LY1P SHEET3OF3 �-