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2018-13627 G (Plans)RIGHTOFWAYNOTE OWNER IS TO OBTAIN A CONSTRUCITON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBICR6HT OF WAY. FAILURE TO DO SO MILL RESULT N ISSUANCE OF A STOP WORK MONT AND DOUBLE PERMIT FEES IT IS THE RESPONSBFLITY OF 771E OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS DR4/NAGENOTE NO CONCENTRATED DRAINAGE FL0116 ARE PERMIT)FD OVER "CENT PROP£R7Y Lffin WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UllflYNOTE ALL UNMES SERVING TINS 91E SHALL BE INSTALLED UIN096ROLNND. ^^COMA unree 1. ALL WORK SHALL BE DONE IN ACCORDANCE WTH THESE PLANS, THE STANDARD SPECIACATONS FOR PUBLIC WORKS CONSIRICIACK THE DESIGN CONSNUC71ON STANDARDS OF THE CITY OF £INCIAITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANTS OR R€WSONS RREREfROM 9MLL BE APPROVED BY THE CITY ENGINEER PRO? TO ANY REQUEST FOR LNSPEC7LOAL Z TTE SOILS REPOT 71M 1MIED GE07ECHNCAL NVESTGATTON PROPOSED 24CLE- FAMILY RESIDENCE AND ACCESSORY UNHT" PREPARED BY EAST COUNTY SOIL CONSUL TARON AND D&NEERING INC, DATED SEPTEMBER 11, 200$ Mam NO. 08- 114787, AND UPDATE RILED "ADDENDUM I LIMITED 6E07ECHNICAL INVESTGATON UPDATE PROPOSED SINGLE FAMILY RESIDENCE' DATED OCTOBER 24, 2017 SHALL BE CONSIDERED AS A PART OF TINS GRADING PLAN. ALL GRADING -HALL BE OONE IN ACCORDANCE TWIN THE RECOMMENDATIONS AND SPEGFICABONS CONTAINED IN SAID REPORT, AND UPDATE. 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSIRUCTON WTNN PUBIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED N CONJUNCRON WITH IMPROVEMENT PLANS 4. ORIT71N PERMIS SION SINAI BE OBTAINED FOR ANY OFS11F GRADING 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTK:MU REQUIRED TO PROTECT ADJACENT PROPERTIES MRNG GRAONG 6PERATONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 COMMON EXISTING PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSME THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED -HALL BE AF- ESTABLISHED AND REPLACED BY R€GSIMID 0.4 EXAM OR A LICENSED LAND SURVEYOR, 7 THE CONTRACTOR SHALL DE",, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING "M, AND SHALL BE RESPONSIBLE FOR CONFORMNG TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULA TONS B GRADING AND EQUIPMENT OPEDA7NO NIIFNN ONE- HALF (1 f2) MILE OF A SIRUCRW FOR HUMAN OCaFANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 AMINO ON SA711RDAYS SUNDAYS AND CITY REC09VIZED HOLIDAYS 9 NO "NO ORERABONS SHALL CONTINENCE UNTIL A PRE- COYSTRUCROM MEFTNG HAS BEEN NfLD ON-T NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRACING COMRACTOR AND PERMITTEE THE PRE- CONSIRUCRON MEfITNG SMALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS N ADVANCE BY CALLING (760) 633 -2770 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NNIN THIS MOT THE DEECRER SHALL SUBMT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY ►NIH ALL CONDITIONS AND REOUIREMENTS THE CITY ENGINEER MAY IMPOSE MTH REGARDS TO THE HAULING OPLRARON. IL UPON FINAL COMPLETION OF THE ML1RK UNDER THE M MO P9WT BUT PRKLR TO FINAL QZWO APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN AS GRADED CERTACATON' SHALL BE PROVIDED STARING.• 'THE GRADING UNDER PERMIT N0. XXXX -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE IWTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT - ALL BE FOLLOWED BY THE DAIS AND SGM47URE Or THE CIVIL FRUCOER NiO CONES SUCH GRADING OPERATION. 12 ALL GRADING 91ALL BE INSPECTED AND TESIED BY A QUALIAED SOILS ENGINEER OR UNDER HIS DIR£C77ON HE SHALL INSPECT AND TEST THE EXCAVATON PLACEMENT AND COMPACRON OF FILLS AND BAOO7LLS AND COMPACTION OF 7RENCIIES HE SHALL SUBMT SOILS REPORTS AS REQUIRED AND WILL DEIMINE THE SUITABILHTY OF ANY ALL MATDNL UPON COMPLETION OF GRAONG OPERATORS HE ,HALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVARONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1,£ THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATR HE .SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPFRR£S OR FNISHED #ORK OM THE 97E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED It ALL AREAS TO BE FILLED -HALL BE PREPARED TO BE FILLED AND ALL -HALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIACAMY ALL VEGETABLE MAKER AND O C7HON &E MATERIAL 5L4EL BE REMOVED BY THE CONTRACTOR FROM 774E SURFACE UPON NMCH THE FILL IS TO RE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS 91ALL BE SCARIFIED TO A DEPTH OF 121NCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTORS RESPW8ffJTY :7U PLACE SPREAD, WATER AND COMPACT THE FILL IN SRUCT ACCORDANCE AfTH SPEGACARM 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMEO TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNHFORM CROSS SECITON THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECIED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL S]OVES ROBS AND OTHER WASTE MATTER EXPOSED OR EXCAVARON OR EMBANKMENT STAPES WICII ARE LIABLE TO ETEG & LOOSENED SMALL BE REMOVED AND DISPOSED OF NNE TOE AND TOP OF ALL SLOPES -CALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16 ALL TREES, BRUSH, GRASS, AND OTHER O FOONABLE MATERIAL -TALL BE COLLECTED, PLED OR O7H£RM1SE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND RNI9ILD APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATOR OF DEBRIS FLL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL I7. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH TIE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WINN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WI NN CITY EA91IENIS ARE REFERRED TO AS CITY TREES AND ,HALL BE PROTECTED N PLACE DURNG CONSTRUCTION UNLESS SPECIACALLY APPROVED OTHERWISE. NO GRADNS EXCAVAROI, OR DISILMWCE Of CITY TREE ROOT SYSTEMS M&L OCCUR MITI THE CITY TREE DRIP LNE AREA (THE AREA FROM 774E TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROTECROIV ON THE GWOUNV F A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST EE PROTECTED IN PLACE EVEN F APPROVED WROVEMEN75 A IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS 7HE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL EROSION CONTROL I. IN CASE EMERGENCY WORK 15 REQUAELI, CONTACT JOEL SHWARTZ AT (619) 261 -2187, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY ffK SHALL BE MADE AVAILABLE AT ALL TM£S DURING THE RAINY SEASON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSM UCMY OF TEMPORARY FROSON CONTROL MEASUR ES WHEN RAIN IS #MtiwNT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIAED NPIOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 774E CON7RACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WOWING ORDER TO THE SATSFACRON OF THE CITY ENGINEER AFTER EACH RUN -OF PRODUCING RAINFALL 5 774E CON7RAC70R -TALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 774E CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERRA17ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6 774E CONTRACTOR SHALL BE RESPONSIBLE AND SIAM TAKE NECESSARY PREC4117IONS 70 PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTE V77ALLY UNSAFE 7 ALL FR090N CONTROL MEASURES PROM ID PER 7HE APPROVED GRADING PLAN -WALL BE INCORPORATED HEREON 8. GRADED AREAS AROUND 774E PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY 9. ALL REMOVABLE PROIECTTVE DEVICES 9101WV SHALL BE N PLACE AT 7HE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBAOLITY FORECAST fXCE €DS FORTY PERCENT (40 %) SILT AND OTHER DEBRIS -TALL BE REMOVED AFTER EACH RAINFALL. STORNWATERPOLLUTION CONTROL POSTCONSTRUCTIINYBMP /MtPNOTES 1. FOR STORM WATER POLLURON CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ON70 GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLURON CONTROL SHALL NOT BE MC7/AED WITHOUT A PERMIT FROM THE CITY 3. ALL IMPERVIOUS AREAS MITHIN THE SITE SHALL DRAIN TO APPROVED 5MP,4%P FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE iXROUNDCODVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/MP FAOITY ANDIOR THE TDRFfLANDSCAPE O ARFAS 4 NO DRAINS 91ALL BE INSTALLED IN HARDSCAPE; DRIVEWAYS OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUAIF NMPIAMP. 5 DRIVEWAYS SHALL HAVE A MNNMUM 2% CROSS SLOPE TOWARD THE IMPAP AREA OR HAVE ANOTRER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BM? 6. ALL STORMWATER IMPAMP FACIUI7ES SHOWN HEREON SHALL NOT BE MODIAED OR ALTERED MITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPS MS SURFACES NOT SHOW ON RNS PLAN MAY REXORE THAT INS PLAN DE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL fAISTTNO AND PROPOSED TRASH EAVLOSWES SHALL BE FITTED TO COMPLY WIN STORM WATER REST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES -TALL HAVE AN IMPERVIOUS NON- COMBUSRBLE ROOF )HAT MEL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD N ANY LJQNDS THAT ESCAPE FROM T71E DUMPSIER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE 7RA91 ENCLOSURE AREA. 771E BERM CAN BE CONSTRUCTED MDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY ,ZED OL/ GREASE SEPARATOR AND IS ,LEN FKIERELi TROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SERER SYSTEM, NOT TO PLANTERS OR PIE STORM DRAIN SYSTEM. A SEPAR47F ROLDINC PEMMT MAY BE R£OULREP FOR THIS STRUCTURE Cyl��l11IM�l�ajl ]�i�(,iilj�i�ll]lx�i L WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO 7HE STANDARD SPECIACATONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW Of THIS PLAN BY SAN DIEMITO WATER 0157MOT DOES NOT CONSTITUTE REPRESENTATION AS TO TIE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE BRAN THE LIM17S OF THIS PROTCT. 3. ALL EXISTING FACILIRES, M NCH MAY AFFECT ANAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION 91ALL DE FIELD VERIFIED. ALL M71NG OR PROPOSED UTILITY CROSSING MITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS EECCNICAL AND SEE? TO CROSS UNDER WATER MANS UNLESS GIVEN 9RNT7E11 PERMSSYON BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY €XIS17NG WATER FACILITY (FIRE HYDRANT METFRS VALVES VALVE BOXES, ETC.) M IC H IS AFFECTED BY (HEIR PROECT. ALL .4FFECIED WATER FAGUTES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FAOUYES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE 5 UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARA77ON WHEN PARALLELING WATER SERVICES 6. MNNMUM HORIZONTAL SEPARATION OF 104EET REQUIRED BETMEEN FIR€ HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WRIER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTTER TRAVELED WAYS WATER METERS MUST BE N FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STALE LAW ASSEMBLY DILL AB -1953 IS REOWRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM E}}ECTVE JANUARY 1, 2010. IN COMPLIANCE WN THIS LAW, 7HE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHAL BE PROVIDED WTI CATHODIC P.RO7FCTON IN ACCORDANCE NIH MC -17 OR WC -18 S T O R M WA T ER P 0 L L U T!0 N C 0 N T R 0 L B MP N 0 TES R EL A Tl YE T 0 C ONS T R UC Tl 0 N A C TM TI ES CONCRETEWASHOUT CONTRACTOR MALL ESTABLISH AND USE AN ADEQUATELY -ZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL 70 WASH CONMET, BURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DfSICNATTNG THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STAETLM CONSTRUCTION SITE ACCLSS SHALL BE PROVIDED FOR WHIM EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SHE INNS SHALL NNCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK ANDIOR CORRUGATED STEEL PANELSIPLAITS CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL RE DESIGNATED FOR CONSTRUCTION WIICLfS PARKING, VEFIGLE REFUELING, AND ROL17NE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SHE EROSION CONTROL LRO9001 CONTROL MUST BE PROVIDED FOR ALL ER09W SURFACES SLOPED SURFACES ESPECIALLY -TALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS ER090N CONTROL MATS ADEQUATE 4WOND COVER UEGETA770N, AND BONDED ABER MATRIX. 1�[I)�;(AIL►IDi��/ DPI/ It1171/ I/ PLtI[ NII�tlIZ. 71C1�A (ilZ/1 /IICICLeI�iM�'i�tl.'IA(I 91WR9ON DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND TTE CO MUCB% SITE CONTRACTOR SINAI PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATON ONLY MEN ABSOLUTELY NECESSARY LARGE PRO,ECTS SHALL BE CONDUCTED IN PHASES TO AMD UNNECESSARY REMOVAL OF THE NANRAL GROUND COVER DO NOT REMOVE TREDS OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSION. TEMPORARY VFGFTATON MUST BE PfANTED ON SLOPES OR W MF CONS7RUCRON IS NOT IMMEDIA7LZY PANNED FOR D? 90N CONTROL PURPOSES EROSON SHALL BE PREVENTED BY PLAN17NG FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOY. PLANT PERMANENT VfGETARON AS SOON AS POS9ETLE, ONCE EXCAVATON AND GRADING ACRVITES ARE COMPLETE. WATER USAGE FOR DUST 0017ROL SNAIL BE MMMIZED. ONSITECONSTRUCTIONMAT EROL STORAGE STORED MATERIALS SHALL BE CONTAINED N A SECURE PLACE TO PRE VENT SEEPAGE ANO SPILLAGE O NTRACTO SHALL STONE THESE PRODUCTS WHERE THEY MLL STAY DRY OUT OF THE RAIN. CONTRACTOR 91ALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE R MIME OR REDUCE POLLURON OF STORMWAILR FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCYUDE SQL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE ETAS, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM TER STORMWATER FLOWS AND STORM DRAIN INLETS STOQYRLES SHALL BE COVERED OR PROTECTED WIN SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND 7HE PERIMETER AT ALL RIMES TRAINING CONTRACTORS' EMPLOYEES MHO PERFORM CONSIRUCRON IN THE CITY OF ENONITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE OTY OF E1NCINITAS STORMWATER POLLURON CONTROL REOMMENTS THESE BW N07ES 21ALL BE AVAILABLE 70 ElER1iXE MURKING ON SHE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAIER REQUIREMENTS AND I" OWN RESPONSIBFURES WASTEMANAGEMETYT CONTRACTOR SHALL BE RESPON -BLE FOR PROPERLY DIS009NG OF ALL WASTE AND UNUSED CON57RUCRO111 MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE WONQ, MEERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTY PROHT 70.. NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORM TER RERAISIVIKES SHALL BE PLACED AROUND ALL DUMPSIERS TO DIVERT WE NATURAL STORM RUNOFF. DUMPM SHALL BE CHECKED FREMILY FOR LEAKS DUMPSIER LIDS 91ALL REMAIN CLOSED AT ALL TIMES OWSTERS WNIHOVT LIDS -BALL BE PLACED WTTHN STRUCTURES WIN IMP&WOUS ROOFING OR COVERED N11H TARPS IN ORDER TO AVOID RAN CONTACT WTI ANY TRASH MATERIAL. MANY CONSTRUCRON MATERIALS NCLUDING SOLVENTS WATER -BASED PANTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCREI& #000, AND CLEARED WGETA17ON CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMARON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE A T (800) 714 -1191 FOR NFORMATION ON LANW ES AND TO ORDER DUMPSIERS CAI EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND TIE SITE PORTABLE TOLETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACT09 SHAT PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN INLETS ON PERVIOUS SURFACES ALL CONSNUCRON DEBRIS -HAIL BE KEPT AWAY FROM 774E S7REET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM C6N57R000N SITE FOR MORE INFORMATION ON STORMNAlER POLUTON CONNOL MEASURES AND REOYMEMENIS PLEASE CONTACT THE ENGINEERING DEPARTMENT Off OF MN17AS AT (760) 633- -2770. I. THE EXISTENCE AND LOCATION OF UNDERGROUND U17LFTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KWKE06C THERE ARE NO EXISTING UTTITTES EXOXPT AS SHOWN AN THESE PLANS, HOWFWR.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING U17LIlIES OR STRUCTURES LOCATED AT TAE MVK SITE IT IS THE CONTRACTORS RESPO ILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UIVRES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERMAWN AND LOCATION OF UIIITTES AND NORRCARON OF COMMEV69 NT OF WORIC- A. SEVERS - CITY OF ENCINITAS - (760) 633 -2770 B. GAS & ELECTRIC - SDEE - (760) 438 -6200 C WATER - SAN DIELI00 WATER DISTRICT - 1 -800 - 227 -2600 D TELEPHONE - SBC BELL - (760) 489 -3411 E. CASTLE N - COX COMMUNICARONS - (760) 806- 9809 X2233 2 CONTRACTOR -BALL NOTIFY THE CITY BVOEDRS OFFICE 48 HOURS PW TO BMW ANY WORK ON INNS PRGEECT. PHONE: (760) 633 -2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR WSPECHON PHONE • (760) 533 -2770 ALL MONK PERFORMED MTHOIT BDVE17T OF INSDECRON M1U BE SUBISCT TO .REJECTION AND REMOVAL 1 MPER V I CI U S A R EA SUMMARY EXIST IMPERVIOUS AREA: 2,279 SF PROPOSED IMPERVIOUS AREA: 2,834 9 NOOSE IMPERVIOUS AREA- 555 SF STORM WATER STA7EMENT.• THE BIG- RETENTION RASH HAS BEEN 9ZED USING THE 4% RULE (120 V MINIMUM AREA) PER THE COE 8MP DESIGN MANUAL AND STORM WATER INTAKE FORM. OWNER JOEL H. SCYHWARTZ AND HELEN MCMANUS SCHWARTZ 125 SPINNAKER CT DEL MAR, CA 92014 SREADDRESS 535 FOURTH STREET ENCINITAS, CA 92024 ASSESSORS PARCEL NO 258- 072 -20 DATEOFSURVEY APRIL 14 2017 LEGAL DESCRIPTION LOT 12 IN BLOCK 29 OF EJNCINITAS, IN THE CITY OF ENCINIMS COUNTY OF SAN DIEGO, STALE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148 FLED N THE OF17CE Or THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, .VNE 12, 1883. OWNERSCERTTFICATE I (I1f=) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRWTY AND ADVISE DN THE COMPACTION AND STABILITY Or THE SITE. 1(OF) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS 06RCERS OACIALS, EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UABIVRES CLAIMS DEMANDS CAUSES OF ACROS LOSS, DAMAGES AND COSTS INCLUDING ALL COSIS OF DEFENSE THEREOF ARISING OUT OF OR N ANY MANNER CONNECTED MECILY OR INDN EOILY NTH ANY ACTS OR WSSIONS OF GINNER OR OWNERS AGENTS EMPLOYEES CONTRACTORS SUBCONTRACTORS 6MCALS OFACERS OR REPRESErNTARVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECT Y TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY O��P�UB X EASEMENTS SIGNATURE #4%� *q+J-lC./UtAMA* DATE. TRUSTEES OF THE SCRWARTZ- AIMANUS LIVING TRUST 2005 S 01 L S E N G F N E E R 5 C E R T/FFCA T P I, MAMADOIU SALIOU DIALLO, A REGISTERED GEOTEC HNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALL Y DOING BUSINESS IN THE fEDD OF APPLIED SOIL MEMANICS HEREBY C€RTFY 77M I HAVE 082RVED THE GRADNG AND TESTED THE SOIL, AND TO THE BEST OF MY KNOMLE96F AND EXPERIENCE THE GRADING CONFORMS WITH IFNE RECOMMENDATIONS CONTAINED IN THE 6 RADNG PLANS NTH TIE EXCEPTION THAT ANY CHANGES OR DEKA7700 FROM THE PLANS DUE TO UN- FORESEEN HELD CONDITIONS HAVE BEEN IDENTAED IN THE FINAL SOILS REPORT FOR THE PROTECT ONE COMPLETE COPY OF ITE FINAL SOILS REPORT COMPILED FROM TINS S711DY, N IH MY RECOMMENDATIONS, WILL BE SUBMITTED TO THE OFFCE OF THE CITY ENGINEER, FF REQUIRED. 11rYfi e. 'f „711.Ye,`I>ifi't,,SCdI,Wt►lle„ : ,7 10925HARUY ROAD , SUITE 9, �apR0 SS /pti� SANISS CA 92071 e PoOU (619) 258 -7901 2c 2704�o m BY �� /��'I // -e,. d1A�� D47E H :Z3 -2 0/Eg * E IZ MAMADOU SALKXI OALLO GE 2704 EXPIRES 1213/12019 sr ),Pn m\ OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER -HALL COMPLY MITI THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGNEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AWEES THAT PIE "K PERFORMED HEREIN SHALL BE N ACCORDANCE WITH THE RULES AND REUXA77ONS REQUIRED BY THE CITY Or ENCIMM TO THE EXIENT THAT THE ENGINEER CO NOES SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINIMS IN I7S CAPACITY AS A PUBLIC ENRTY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINAPON BY THE CITY OF E:NCINITAS OF THE TECHNICAL SUFTMCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT iTiEREW DIES NOT RELIEVE THE ENGINEER OF RESPON -BETTY FOR 7NE PLANS OR DESIGN OF NMPROVEMSJO BASED )HEREON THE ENGINEER AGREES TO M affiff Y AND HOD HARMLESS THE CITY OF ENCINITAS AND 175 OMCERS A6E117S AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY N AIRY ARISING SOLELY FROM TIE N€CLIGENT ACTS ERRORS OR OMS -ONS OF THE ENGINEER AND MSAER AGENTS OR EMPLOYEES ACTING MINK IHE O SE AND SCOPE OF SUCH AGENCY AND EMPLOIMENT AND ARISING OUT OF RE WORK PERFORMED BY THE ENGNE37L 5IMATURE (�--- /J-- -7 DATE.• OFE$S /Q�4 VINCENT L SAMPOO ti�j L. COMPANY: SAMPO ENGINEERING INC. <�D No. 44173 ADDRESS: 171 SAXONY ROAD, STE. 213 ENONITAS CA. 92024 06 -30 -19 PHONE NUMBER. (760) 436 -0660 RCE EXPIRES.• 61JO119 r r CIVIL EARTHWORKDATA STEEPEST EXIS77NG NAIURAL SLOPE ON -97E = 5% MAXIMUM VERTICAL DEPTH OF CUT = 0 FEET MAXIMUM WR77CAL DEPTH OF AI = 23 FEET CUT = 50 CY ALL = 147 CY IMPORT= 97 CY REMEDIAL = 139 CY (3.0' REMOVAL AND RECOMPACTTON UNDER, AND 5' OUTSIDE OF BUILDFNG AREAS) i OMPPROJECTSTATUS STANDARD I PUBLIC WORKS I PLANN /NGDMS /ON I PARKSANDRECREAT/ON I SAND/EGU/TOWATERD/STR/CT I ENC /N/TASRREDEPARTMENT `{•Zb "((a DAIE / Zs" IS DALE SIGN DATE / R � _ J i ©q N Z i a v z rc w w 46 X18 DATE CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK ASBU/LTAPPROVALS DESIGNED BY URAVNV BY.• crLLXLU vx• ENGINEERINGDIV /S /ONAPPROVALS CITY OFENC/ N/ TAS- DEVELOPMENT SERV/CESDEPARTMENT DRAMNONO. AO V€S VL FfiIE E JEr.2 5 2 / INT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED• APPROVED• GRADING PLAN FOR. 8 , h GTY OF ENCINITAS SURVEY CONTROL POINT N0. 103 2' (� � �� �---- I2 /'•l IQ PUBIC MORKS - � 345FOURTH �� BRASS DISK SET N TOP OF CEO EAST SAE a WIGAN AA NN L. MP DA � DATE.• Zy B at G MCMANUSRESEDENCE 3��ET -G7 PLANNING A//A - _ f JES NS CHNRlSTOPH L. MAOX30SKU ELEVADOV.• 92004' DA MR- NAND 88 I ` �/ l� REVIEMFR E�/h �• -�� RICE. ND_ 44173 APN.•258 -072 -10 c INSPECTOR 11 154 ENGNEERL OF WORK EXP.: 630 19 .2019 PLANNING CAW NO 17 -147 CUP SHEET 1 Of 3 VA LEGEND Sma CONSZMUCT/ON NOTES.- 1. EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON PREPARED BY SAMPO ENGINEERING ON 5/8/17. BEARINGS PROPERTY BOUWARY - - !^ iiUTt 7 NG' V J AND DISTANCES SHOWN HEREON PER FOUND MONUMENTS OF RECORD. PROPERTY LINEAIGHT OF WAY I � I � � in , .i NQ 00093047-992-01-KW 1 0REPORT PREPARED E� AND THL AARE O E n� ON-�Tf ��l�TS7 AS ORDER SET BACK LINE \� 7j 83 =C RRTR DRAIN DRAINAGE SHALES , AND BOP AREAS ARE PRIVATE AND SHAl1 BE MAINTAINED BY THE EXISTING CONTOUR - -82 7374 n 73 r ENS77NG ELEVARON x 8243 , W. ! 72 APN: 258 - 1772 -11 ; 4. WALL fLEVARONS SHOWN HEREON MAY VARY O W CONSR XIM DUE TO EXISTMlG GRADES AND SOIL f� 5 ENCROACHMENT MAINTENANCE ` ENGINEER RECOMMENDA77ONS SOL ENGINEER SHALL DETERMINE FINAL WALL F0077NG DEPTHS NEW CONTOUR 83 I- A AI A{ r 5 ROOF DOtWJSPOUTS TO BE DISCHARGED lNIt7 PLANTER LANDSCAPE AND OD REIENDON AREAS PRIG TO - - 2(018 AS 1 DISCHARGE TO TILE SAITACI7LN OF 7HE C17Y fNGI dE WATER SHALL NOT BE ALLONT TO POND CNN SITE AND 83. i°1 Q DOCUMENT N0. 2018 - ot-W 166 OF OR. j! ® SHALL NOT DRAIN TOWARD BOWING FOINDAItONS NEW ELEYA77OY - ! `; I 6. ALL EXISTING AND PROPOSED UIKITY LMES SERVING THE SUB €CT PROPERTY SHALL BE M+STALLED UNDERGROUND DRAINAGE SHALE - ] 7 DISTTRT 073 INSTALL J" COPPER WATER LATERAL AND DUAL METER PER W5 09 " FOR DtASTTC AiVt? 1 "FOR ORfCTKON O FLOW �° - j l y A£ P cMc r4 I AY g F,'. - - _ �^ i I„ i S& CK FIRE SPRINKLER AT OWNERS EXPENSE. 6 2 4 5 �� \? `� \ - I " ; _ - 8 EAIS77NO SURVEY MONUMENTS SHALL BE PROTECTED IN -PLACE lF ANY MONUMENT IS DISTURBED OR DESTROYED CONCRETE PAVEMENT LICENSED SECURIRES A SEPARATE MENR REC BOND MAYBE SHALL D1� 110Q i2' _ ! 4 ,� � 7 -.. � � 4 4q i IT Sl,'A1L $E REPLACED BY A LAND SURVEYOR AND A CI�NE�' RECORD tXi RECORD (.£ .SURVEY SHALL J F ALE 500' Sr«lAt& N' FILED W11H THE COUNTY PRIOR 70 RELEASE PERMEABLE PATERS I j P4. i33 54 AT THE DISCRETION ( THE CITYENG1NfElt I FOR SUP S� BI y03 ZAV F SYSB -- - -1 - reoA�VE�. 75.4 776 " . 7d3 b- t�' : / 383 �` "5 s i0 NL STREET SIGN LIGHTS L UIMIITE ETC. LOCATED WITTMN TTIF PU[TfIC RK�ITT -OF WAY MNJ BE 5 1 PROTECTED IN PLAGE DURING CONS CRON REPLACED TO THE SA RSFACRON OF THE CITY ENGINEER. BID- RE7ENROV BASIN � � ' I s � � •��,' "- j 16 1 ` : I;. _ - - - - - - Y `: --=J --_._ e ;-`� - - - - - - - � f�� ✓' - � � 4 . y ,,� � I � ! . PRIVATE CATGJi BASIN ®Sp -1� ®1® I I I iB 13 1 \. 3 t 3 fP(4 2 u: tt. ALL /MPROVEMENJS BU/L T IN THE PUBLIC RIGHT OF WA Y NOT TO SAN D IEGO REGIONAL STANDARDS ARE TO BE it i PRIVATELY MAMJTAMIfD BY T7Nf RESlQ£NT J �\ NEIL RE�DENCE , >< I f3 CYNU RETAINING WA{1 4 ' { � A I 1 - \ g UNDER 1. I ( 4 AAy�6y1 /. II FF 79.00 nIN. S� iFi1GK C JZ 1Ni€R7flR CONCRETE SLABS Sff(TULti f A MlN1MUA14 -MKt R#KYC REMiFORCEO iWiH BARS PLACED AT 16 BOUN STEM WALL _ E 13.DT0 _ 9 WOOP fli pyEt< HUN. L« I I INCHES ON CENTER EACH WAY WITHIN THE MIDDLE THIRD OF THE SLABS SHIXILD Bf LAIN BY 2 INCHES OF I a \ ./ FYSB i - V PAD 78.3 \ n CLEAT S OVER A 10-W ASOU € €N BARRIER REFER TO SOK REPORT FOR A09WHAL R €COMM €NDA77ONS. vc4K ceaSltEn !! I j I 1 EM R , `d UNDO 31N" OQ. L/iRb 1 3 ANY PORTON OF THE EX)STMdG SMiEWALK OR ANY ORER PUBLIC AFROEM €NTS DAMAGED 1 ` 1 2 NS :. ') �11 r, � r� DURING CONSTRUCRON SHALL BE REPLACED TO THE NEXT JOINT TO THE SA 7791A ON 1H£ CITY ENGINEER AP,<. u GARAGE < - - PAID 781 " fSo 14BMFSSA Bf PRIVATELY MAINTAINED AND THE FACILIRES NOT MODIFED REMOVED WIINOUT A PERMIT 24' MM!, U.N.O. ( I 1g• /='>9 �9 + GRAS; OR TURF LNED I l ` a � � r i ANCffORS (TIP) OPROV OVER LANDED( TURF 150, I I , I x i 5 - / - '15 THE MOOFPCARON OR REMOVAL OF THE STORM WATER POLLUI ML CONTROL FAC#JHES NWT A PENT FROM REMJFORCEMENT W1ERf 250 25.0 9.0' S0 W 3 1 .' ' . } i THE CITY IS PROHIBITED. ppq SLOPE EXCEEDS 5% I 40 , • TO t j R00F 04ER _ 4 g I 7n 4O� f:, 1 H£AD 2 u 16. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POlURON CONTRA SHALL NOT BE MODIFIED _ i U;. t ip�q I� .ifli g 7 $ .. j 1NTilOUT A i#Ri1NT FROM HE CiTi -_ 3 8 W qp �J ' ! F� t:50' t � lz CONTRACTOR TO LOCATE AND PROJECT W -PLACE EiNSW SEW LATERAL IN THE REAR ALLEY REUSE TO 1� < ` t+ s I `^ ..9 "U i y/ 3 l c¢u6N R SERVE THE NEW RESIDENCE EXTEND 70 NEW RESIDENCE ft 2X MINIMUM SLOE 86 F_' VQ: 3h� 4�P'�1 11 ? 19 IX7ERlOR CONCRETE SURFACES SHALL NOT BE LESS THAN 4" PCC OVER 2" CYAN SAND REINFD?CED WTIH }3 !- -- e� `f rq ; .'. BARS MI BaTT! DJRfCTTOVS OVER GOIPACTED NATIVE SYOBCXtADE SOiLs UNLESS DETERMINED D7HfRNISf BY TIE SOIL 4 n ��. f 'y TJ { 1 ! 1 4 DAJQL 1 1 ' ,' R •' � StD4 i 6 � i �! 1X • " ENGINEER JOINTS AND REINFORCEMENT PER SOIL ENGINEER 1 CRAW �� 19 E G URURES SHOWN HEREON ARf APPROXIMATE 7HE CONTRACTOR SHALL LOCATE ALL U77LIRES PRIOR TO L 1 ' Pte DIA• 1 , . 1 ! z $XYNOTFSS, (( j ( ( { i� .850 000 8.5D -) [ F I l F-1 11-3 11-i -i i1� ill ! f I 8 /7 , fG J4.66 5 CS - D - • ,, I DEMO/SH�PROTECT IN- PLACEQ I i 1 < 3D . , BTM 721 ki s . ► . , } w ,I3 r SYSB - 9 >. \. I. OfMOI# BOLDING (DUPLEX) 1. PLACE 3 ANGNORS PER SCXIARE YARD O MA7DNL ^ ' � " 0� r q _ _ _ 2. D£AIOLLSH WOOD FENCE /GATE TYPICAL p q _ - - - - N837i 29 E 1DO3f 6 `. Ca►IGu ,, �, - - /1 �/i� 2. FOR GRASS OR TURF A°RO1 INSTATE LANDIAY TRM 450 y� 5 cIRP 2 5 10.00' IQ00 J. DEMOLISH TREE TURF MAT cox 4� / n Jf�¢AVEL W&R MlN H'� j ,T J I / �� �N' z.. r ✓ �f_ i. l F % / 3r�pF a a I 4. DEMOLISH SHED I I Q° J r' j 4 IV' cc QpUc �� OQ ! I' 3. DEMOLISH CHIMNEY No scnr� /� j a / {_ saxcDr a I rry91 nl 75 . I 2 t `�1L 1,= \ Q a L��p2 cfl C S. DtMCXTSii CONCRETE StFACE /STEPS r MN ! " �\ �I g g I � a 7f 0 •. �I "i�lYf,:' '" i V �•.% . __ i� 7 LLffiW.i,3(S !/SNU iliSdi fYJU� WtfWE I $ -� f 8. DEMOLISH W� STAIRS /CONCRETE STAIRS t 6' 0' PCC RUSH CURB f7 "' i 5 i / -:111 p e 9. DEMOLISH URURES TO 3 8' ND. 8 Q dC ' \ R11S PAL ALSO OWNED APhI' 258- i172 -1 Q - B' iET'fNED t CURB 7575 TCTAlRS - x 1D DEMOLISH PAVER / s 75.54 BY THE O1Ml£RS ,- J ACREG)f M) VOID PROPOSE) PfRViEABtf T /�.� fi 0584 13. 11511 OkLARD j '� 545 FOURTH STREET 4 ' o LiE10DlNG CfXUR 2' D£CORA77W PAVERS I '' %F I 1 c.5 6 a3� � 12 10£llO/SH PCTKkN !# Af1EY AC PAVFIffNI l i )HICK OF 1/8' TO 3 18' (NO. 8) o �T s O ` I �" 13. DEMOLISH AND REPLACE PORTION O< Rf£ EXISRNG RESIDENCE AGGR£GA7E ^ I 7s 45 % z /( { ' 78.0 I t 14. PROTECT CITY STREET TREES IN -PLACE CHOKER Gbl/RSE �• I i t5 PRIITECT CONCRETE S)DEWACK%WACKWAY mrX OF 318' TO 112' _ I :•� BUl1DING � I I } � � 16 PROTECT PLANER AREA (N0. 57) CRUSHED ROCK 4 ( i g ! ' a I ° 17 PROJECT CURB AND fAlI7ER 20- / i SDIi "� 545 4TH Sti7EET E!{R fa:> MIN. 6' THILW r ) l ! I U 19 PROTECT PON)? POE AND GUY WIRE IN -PLACE �• i /f.' 9 1 hJ nvx. CRUSHED h 6° • . \%AA \�\/ I `` I GM T 7 / Fe cc SH L li c 19. PROTECT MONUMENT IN PLACE 20.. PROTECT' SE{ER LATERAL AND CLEANOUT !N -PLACE SEE CONSTRUCTION NO7E 1 21: PROTECT COVLITfTf DIME SOIL SYUBGPADf /`/ / / i , <� / / 15.30 rr I 1 g7,5F3 f \ i i _ 1� 4 .1� f c„ ! } 2?. PROJECT AC PAIEfENT GLACE ��\y.\ .� •� 74.83 Fi 4, Tr R: , ^, ,y 7 7 u! 2,3 REMOIf AND RELCICATf GAS METER N07fS f / i6.3P \ 1 7582 F7 647 Q Bi72 a 11 1 7712 fF i / I q$ / to I \, y 6 ' SHED �� 1 a 24. REMOVE AND RELOCATE ELECTRICAL METER I ' 76.7n i �� / I 25. PROJECT SEVER MAIN IN -PLACE -ALL AGGREGAIF MUST BE CLEAN ASHED D fREE ERNES 9 SILT, ETC. J ,en,r ,tA,A HE PATERS /ACE NOT BE SEALED OV )HE VOID ACLER HAS ADDED J I I I Jg A, ' n',vr "v'r o ) I %Ol �7'n ✓ �� �> } "~ / { s I -' <1 57gy 26 W07ECT WATER MAIN IN -PLACE -EACH COURSE SHALL Vi ATORY ACTED Bt ORt PLACEMENT NEXT iYXIRSE v - t 27 EXISTING WATER SERVICE AND METER. PROTECT IN -PLACE C1 _ -�- AfWI 7' 1OR36 -- - -- - i C , PERg£ABLF FILTER FABRJC SHALT B USED ALONG )HE INTERFACE B o Z° za 1S HFDv "£ A�� rtli <CE - �. U 211 DEMO/SH P�ROY OF DIE COWITT£ MEWALK TO THE NEXT JOINT RSCONSNVCT PER KEY NOTE THE 3�4" CRUSH ROCK BASF AN SIUBGWADE. i I S,'� I °z 15 ; s 1 =?fir AND lENCE v I c` _ s 77 S T.9 bP ,2 FL 29. PROTECT WATER SERVICE !N -PLACE AND ADJUST WATER METER BOX TO GRADE. CONTRACTOR TO VERIFY SPEgAt APPROVAL REQUIRED F USE 1N HIGIILY EXPAN9V F SCE -SQMR4 MAY BE REOM9 z Y' m �/ I- - I I� / � I PRIOR 70 CONS]RUCROV PERMEABLE PAVER SS- SECT /ON WTH IE EDGES � � Q� j� i I I �`r NEYV IMPR�it�EMENfSn p �j ! :'I a � � L a i i ' � �' y LaJI; BY Z•4' WtOG 1. RESIDENCE PER ARCHITECTS PLAN NTS W-rvi%cf, tbuc.pm 6 "r�lN�rRP r At ii1` cBOStmtj =K �W ( clmVEj. 2. PORCH P£R ACHIEECCTS PLAN tt 31 ov. LA�1>iti 3 PORCH PER ARGINITECTS PLAN PL 4. CONCRETE STAIRS �IIpaCWStIE� ► '►. > - u \\ 5. WOOD F£NC£/GAIT PER ARCHITECTS PLAN � �/ ,r..,.r A! n+ v .c' nnW.'_ wane 89 rux enn q9W PR ncrrn 43- Inn sn.rz+,.E ¢oi✓ 114„b�� \��j •� u. rurmr_nucr_� �" � HALL bf` CN \ \-\ - � NOt 8Y 76- DEEP PCC FLUSH CURB PER DE JAIL B„ PER S9R5V C -5 LANDSCAPING 9. CONCRETE MASONRY WALL PER SDRSD C -3. WALL DRAINS PER C -7, C -8 RfW 20' RfW PROTECT SIDEWALK SIDEWALK TO BE t r WIDE BY 4r DEEP I 1 ER I US 4t L C 10. STEM WALL PER ARCHITECTS PLAN CURB AND UNtTERDRALN REPLACED TO PCC HEAD WALT s III i =1 I - ILL 11C,(.�accrRTG MOST Bf CLEm/:. s AfeeE Of�fuJMWMIStaE'K� 10' 10' s PER D -27 NEXT JOINT 6 0� e = O i ARIVAlE - EACH CO NSE SMALL BE YftATDR\l cOO. mcTEO BEfoa,E PuNcEM LENT. 12. 6" WE BY 42" DEEP MIN: PCC HEAD WALL >� so (OVERFLOW] 2Z p �S L� - �'SZ6 - -� i t CATCH BASIN o O eXT cnuRSr:. Wi 752b� - _ I3 CONCRETE PAD PER CONSIRWIJON NOTE NO. 18 85' 3' &5' - I _ _1 I -I 74,66 , . I- i 3 6 PVC PRIVATE STCNIM ' N 194PERy1 qN�- OR 'FILTER fjtj8%i IS TO 3C 03CO . _ =1 I E5 I 1 =1 I H I i-1 , ,, ; ,, i 11-111;:;:;11 , -1 -I I =+ (( I { DRAIN PIPE (SDR -35� 14. CONCRETE MASONRY WAIL PFR SDRSD C -5. WALL DRAINS PER G -7, C -8 2% 1.5 ! 16 4'� 3% - -11 I _I 11 =1 1 I ,- �\�� \ / \Z�8 �1� /�� ��!\ ✓�� _ 1=1 I i 11=1 ! FOORNG DfP7H PER 15. 3" WIDE X 6" ROCK PCC RIBBON CUTTER PER DETAIL 'C» /�✓ SD1 ENGINEER 16. CONSIRUCT AC PAVEMENT AND BASE (4" AC OVER 6" CLASS 11 BASE COURSE) PER DETAIL C" _.... '� I I. I I -1 I I I ; -� . ....... t - _ FOR ENERGY DISS R4716W I I { _^ - -! CO98LES 18 R €CtVS RUCT 4" PCC SIDEWALK PER PLAN G -7 xc:, : a \ }H'; ' ,� «._ .xira"+r C, •.. <' n� - SOIL g 6,.M/N - =1 - III -1_ 18 M /N. ENGINEERED +n PLC nrr ar nnerrocre OCD eonu�renrc nr nar 1 6 ° GLASS It ASE ! ! ! -! i = _ _ - 1 *SEE NOTE B€tDW �QRpF /p 20 11111 cv �+p SECTION COURSE NAR1E saL -DICKER COURSE -2" 7HKS( �Q ��� L. Sq Fy ABBREMARONS' ALLEY Gl1Q�� .JL 7�VlY (E 1f8° 40 ROSS AGGREGATE �v �+a D7,11 CATCHii N 2 s o z CB.- CATCH BASIN \ � - 12" MW 3/4 (JiUSIlL71 ROCK iio. 44173 FF. R MSH FLOOR STORM DRAlN,1VAlER 11UALTTY ((�' fG.• RNISH GRADE 1, 24' WIDE DRAINAGE SEALE PER DETAIL 'A" z 06 -30 19 * FL: FLOW LINE m ♦INOCAIFS £t£VARON PER PLAN NTS p T T //� / P] C1Y1i- \Q IE INVERT ELEVA77ON 2. 12" X J2" CATCH BASIN BY lVDS' OR APPROVED EQUAL z 8/0- i 1 E FEN I ION SASI N \ T T7 IQP tE CURB J. 6" DIA PVC PRIVATE STORM DRAIN CRAWTY PIPE (SCR -35) 1 J i FOF cg_\F TG.• TOP OF GRATE *ENGINEERED SOIL LAYER SITALL BEMINIMOM t8' DEEPSWYLOAM SOIL MIX W11I NO N15 TW` TOP OF WALL 4. SM3fWA1K I1J RL3RAMI PER STXTSD 0-27 > Z MORE THAN 5% CLAY CONTENT RTE MIX _HAIL CONTAIN 571 8QY SAI+KI+ 20 -M 5 80 97 BIO -RET€i IO BASN. SEE LETS `Y0" WT TO BE MOOETED I IHOUT CITY PERMIT. COMPOST OR HARDWOOD MULCH AND 20-30% TOPSOIL � a ifl 5 fl �fl 2ti 6 40 Sr F 90- RETENTION BASIN. SEE DETAIL `D'" NOT TO B£ MODIFIED }WRfOUT CITY PfRMIL � THE 0ECRVE AREA OF THE BASIN SHALL BE LEVEL WATER INFRASTRUCTURE L NEW 1" COPPER WATER SERVICE SCALE: V = 10' 2 NEW WATER METER. SEE CONSNUC77ON NOTE NO 7 DESILD $Y. DRAWN BY C1ECK€D BY. CHANCE NO DESCRIPTION APPROVER DATE BENCAMARX AS- OLdTAPPROVALS AD AO VLS EIV6 /JVEERIIfiGDMS/ONAPPRDYAtS CCfYfFfiFENCIMfAS- liEVE1DPMENTSERV/CESDEPARTMENf DRgW/AIGNQ P,F V1 �er+lr�t PAJF.IZ.S s 2 iq - / ST DATE PLANS PREPARED UNDER SUPERV, ON OF R _COMti NDED APPRO0..• GRADING PLAN FOR.- 545FOURTHSTREET b - U CITY OF ENCINITAS SURVEY CONNOL POINT N0. 1032, 2' // f- ��t� PUBLIC WORKS A^ _ DATE L1t! � % � � Yir MCMAi�i%� RESIDENCE 13627-G BRASS DISK SET IN Tiff' Or CIRTB EAST SIDE Or VULCAN AVE T TTSAMP� TE- PLANNING AID - R.C.E NO.: 44173 0 NS �/ LYl k 1 REwEWER Z AP1.25&�IIZ GQ SHEET20F3 VINCE &EVAROAI.• 92004' DATUM• NAND 88 . I wENt WORK EAR: & 3O 19 �o s� / /�?p /� INSPECTOR [( (,l DATE DAB PLANNING CAS€ NO. t7 -147 CDP kA 15.0' i t � ✓'G,i 7� %6 Fr'3x,�t k. I r,.C7,' i VU I i I I ; I 7,185 FL 1 It i I =- I � gm `P' bI 1 �iA 3G i f ( � T i t tI rl I � { 7537 TC j N. SJ PL �I � Q I ,,,nor u., ...,b3 54 759,5 I ( i\ W j j ,- � L t t Y� nM�-c, 7554 AC PA Imbl" 7 1 74.17 74 /o T% j - i I ` 34 3 rC n �: 75 iF T/' F \ 7 -f f r8 rL,! � � Sv i1C,- r' 250' 90' SO' 9 �R k i I APPI: 258- 072 -11 I I TEMPORARY SET FEND h PER DETAIL 71' FDU t �1SC AND CASQA DETAIL SE-1I ._ IN F, , a1 1 {I. �f�.2`� # tii, L ARY SILT FENCE &O- 1NFlLIRARAV PRDIECRON V ` TEMPORARY VEtOCiTi ' i i Flt `,. PER DETAIL V �. ` �, ` � >' PER DETAIL f" � CASQA �. � � � � '��` LYiEQY71A1(PFXllETAY. -'f r�^ -'�-'� I �=' ', j w '-' j � j t1• X. { ,� __ 1T 5%- 0i\ f 0 8u — i_ '4� 1r� �- . } !! � '°t` t �g cGn am't ° ; si _ � f d. ,-(` � z1 - _ nr ) !(U _ '�°.�j %... -,\ ,; �i,i,t ...._t . 7 ..-�- t ! ti '�'fv ! a I � U t i I ii. ' ®,• -�r=- 1l ,._.. i ANi ! D DETAIL SE-I DETA@ SE-10 A' F4 AND A )i u; PAZ) i tL . 4.l �F1 G G STANA Z - 4 � 11 '40i t , � r ? n . 7IL i NEW I GARAGE illizz l- L l Ir PAD 78.7 A6 ' _ 1 F _FT _ 2 � � �` f`� if 171. 4000 i eS, t ` ( � � � 4-2 a C 78 4 TEMPORARY SILT FENCE 3 �_"� _ _i STAk. PER DETAIL rI 1 i r B) N'OG DEC ' r ' , — r Bi0 —LNf N477OV PR07EC170V ! of =,.° ,��. AND CAS DETAK i '% I Z i '� ;t3 l i!f " Ab�vf F,r$2 a PER DETAIL r & CASQA f _ r 1 q I — L DETAIL SE-10 s 7 if Li L. CHEp! DAaM PER'ii & # ! P�� €t,[ /t AdN2CASQA ( Q `! I n 1. �1 _ I i T MMP(APARY STABdi1ED' xr i,� < _ AND�4 5E4 . , • �, B10- AfILN471AV PROTECROIV _ % x" T : • ti_L t r �T PER DETAIL E' AND QA < u -�`^✓` # ; PER DETA# r & CASOA 500 _ -_ -_ c i v+ DETAIL 7C -1 ��. DETAIL SE-1O 8 e RA,SFr M 7S { a' r ' fiOl l I 1 t 0 _ N837i29 34' 7 _ 102 — TEMPORARY ALT FENCE 10.00' 10.00' ) �5 PER DETAIL G �, a 1 _ 1 SAiYCUr: J AND CASOA DETAIL S ,l m , o j ei A r/� L J PAL (5 71 AVIV: 258 c ✓i i i 1�? i i ,. ! :,iJ" �^,1: 1 i CONC - ! �- i � i G 41 7 ' TAR51 7520 758 L `— r,f ( f I ( TALL,--. X , u 70 p�. w n USX / TB.S* BUS: 6' g i 754 T a i 4/ !rl w /!6 N f1'I a I� r }j c SU'Ll DING ill, 70 q I SOIL 545 4TH S7REzT tld I �_ �' 785 / t � a ° CCNC: if Qr i_ �9 Snry / Q IT ..iI1 7 i647 IL 6 4.'- G, G ,I r ' ff 1 77.51 N&i21'57f 101836' — - -- — - - -- -- `° 1 nr _ i, I t - H£OGE AN D �,�E 'C ' - jj , r B1,14? -r ,- BUILDING SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASOA) STANDARD DT1G NO IC-I FOR ADDIRONAL INFORMATOV CRUSHED AGGREGATE GREATER THAN 3! BUT r SMALLER THAN 6 70 ANFI // FILTER FABRIC fXISRNG GRADE SECRON AA NOT- CONSTRUCT SEDIMENT 20R TO SEDIMENT TRAPPING DEVICE �.tt rA CORRUCATED LA STEEL PANELS MNe— MATCH EXISRNG GRADE—` TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. WIDTH A SAS REQUIRED TO ACCOMODAIE ANRCIPAIED 7RAFRC NO SCALE t <_ 24" WIDE (MM+.) WENT OPENING SEE CALIFORNIA STORMWAIER QUALITY FOR DRAINAGE OV9FLOW ASSOCIALOW (CASOA) STANDARD DX -NO. 2 BAGS HIGH (T}P.) WHERE NECESSARY 7 SE-4 FOR AODIRONAL INFORMATION ,t ti ,t t TYPICAL VELOCITY CHECK DAM 40 PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDIRONS i I_I I I_- TYPICAL INLET PROTECTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN 00 BY 10 CM) TRENCH UPSLOP£ FROM AND ALONG THE LINE OF POSTS J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. WOVEN FABRIC CRAVEZ BACS STAGGERED (TIP) NO SCALE SEE CALIFORNIA STORMWATER QUALITY ASSOCIAROY (CASOA) STANDARD DWG NO 5E - -10 FOR ADDIRONAL INFORMATON -►I WOVEN FABRIC GRAWLBAG G 2 STAPLE WIRE FENCING NO TO SCALE THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVA7ED SOIL. ffAffW BASIN NOTE: EXCA VA TED AND U50 S �R BASINS DURINGOJSTRUC ON.. THE NtT SHALL BE COMPLEIELY REMOVFO AND Iff �} 06 -30 -19 4c B10- RE01770N BASINS SHALL BE COMPLEU ONCE �i�� � � ` M1� a No. 44173 � FILTER FABRIC } s� CTV1L 4 fTNAL SITE STABIUZAROIV IS ACHIEVED, PRIOR TO I /� El I IEJ ;;. WIRE o�� OCCUFANCYAND FINAL qIf t ij i � f fl�l U OF CA114 �/ /� Il�ll�ll�ll�ll�ll Q.z K� 10 5 0 10 20 g rc �w ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED SEE CALIFORNIA STORMWATER QUALITY `° z SCALE: 1" = 10' IF RRST APPROVED BY THE ENGINEER OF WORK AND ASSOCIARON (CASOA) STANDARD DWG NO. > n �; THE NdSPECTOR S`_-1 FOR ADDIRONAL /NFORMARON z TYPICAL SILT FENCE `- „,; CI-I NGE NO. DESCRIP77ON APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DE"D Br DRAWN BY.• CHECKED BY ENGINEERING DMSIONAPPROVALS C/ TYOFBVC/ NITAS- DEVELOPMENTSFRVICFSDEPARIMENT DRAMNGNO. R I INT. DATE AD PLANS PREPARED UNDER SUPE"10N �F GRADING PLAN FAR• 545FOWTHSTREET RECOMMENDED.• APPROVED.• LITY OF ENCINITAS SURVEY CONTROL POINT NO. 1032 2' �%p� /I �� �L J� PUBLIC WORKS � ^ q DATE a,�,� MCMANUS RESMENCE 13627 BRASS DISK SET IN lOI' O' CURB EAST SIDE OF VULCAN AVE VINCENT L SAMPO DA]E PLANNING R.C.f. NO.: 44173 / / y WENS CYIRISTOPH L TAGDOSKU ` RENEHER ' APN: Z�JTZ -�O 1� VINCENT L EXP.: S r30 19 fLEVAROU 92004' DATUM NAND aB l L, ( L. (5 INSPECTOR LNM EER OF "K �L 30 /E Ig SHEET 3 OF i A J #, (� PLANNING CASE N0. 17 -147 CDP DA DATE