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2014-12022 G (Plans) (3)RIGHTOFWAYNOTE OMER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR 70 HURKING IN THE PUBLIC RIGHT OF WAY. FAILURE 70 DO SO MILL RESLET NV ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONS&UTY OF THE OMNER 70 KNOW NH€RE HIS/HER PROPERTY LK IS DRAINAGENOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM SNUCIURES FOR A AM/NNUM OF 5 FEET AT 1 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. U7WYNOTE ALL UPUTES SERWNO THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL N07ES L ALL MIRK SHALL BE DOME ACCORDANCE NTH Mg "S THE STANDARD SPECIFICATIONS FOR PUBIC NEWS CONSMUCII, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNOS ANY CHANGES OR REWSOWS HRE FROM SHALL BE APPROVED BY THE CLTY ENGINEER PRIOR 70 ANY REQUEST FOR INSPECTOR 2 iNE SOILS REPORT TILED 'PM NWARY GEOiECHFNCAL WS710ATON PROPOSED RESDENTAL AND GARAGE LINTS PORTION OF LOIS 10 AND 13 MAP N0. 2049, 127 -129 NEST JASON STREET LEUCADIA, SAN DIEGO COUNTY, CALIFORNIA' PREPARED BY COAST GEOTECffNLCAL, DATED OCTOBER 24 2009, AND UPDATED THE REPORT TIRED "G€OIECHNICAL UPDATE REPORT PROPOSED RESIDENTIAL AND GARAGE UNITS 127 -129 REST JASON STREET LEUCADIA CAUFORM4" PREPARED BY COAST OEOIEQf DATED ,MANE 17, 2014. SHALL BE CONSIDERED AS A PART Of' PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE R COMMENDATIONS AND SPECFICATOVS CONTAINED IN SOLD 3 SEPARATE APPROVALS AND PERMf7S FOR ANY CONSIRUCII N NM PUBLIC MT-07-WAY OR EASEMENTS SHALL BE REQUIRED iN COM UNCTION NTH IMPROVEMENT PLANS 4. #MITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFTSTE GRADING 5 CONTRAC7OR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERA TONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING 6. THE DEVELOPER 91ALL BE RL70NSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DIS7URBED OR DESTROYED 91ALL BE RE- €STABLI90 AND REPLACED BY A REGISTERED OWL ENGINEER OR A LICENSED LAND SURWYOR. 7 THE CONIRACiOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY D€ViCES INCLLOW SH06% AND SHALL BE RESPONSIBLE FOR CONFORMING 10 ALL LOCAL, STATE` AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGUMIO NS 8 GRADING AND EQUIPMENT OPETRA77NG 07HIN ONE- HALF�lI2�MFLE OF A STRUC711R€ FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 730 AM. NOR SSAA / /uuRDAM SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTO A PRE - CONSTRUCTION MEETING HAS BEEN HELD 011511E NTH THE FOLLOW PEOPLE PRESENT• CITY INSPECTOR, OW ENGINEER, SOILS ENGNEE(T GRADING CONTRACTOR AND PERMITTEE: TH€ PRF CONSTRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS iN ADVANCE BY CALLING (760) 633 2710. 10. PRIOR 10 HAULING DIRT OR CONSTRUCTION MATERIALS 10 ANY PROPOSED CONSTRUCTION -7E N7H/N THIS PROTECT THE DEVELOPER STALL SIBABT TO AND RECEIVE APPROVAL FROM TIME CITY ENGINEER FOR THE PROPOSED HALl ROUTE. THE DEW STALL COMPLY iN771 ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. it UPON FINAL CMDL€17ON OF THE WM UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTFlCATON' SHALL BE PROVIDED STAI NC- "THE GRADING UNDER PERMIT N0. 12022-G. HHAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS 91OWN ON THE ATTACHED AS- GRADED PUN. iFNS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNA7URE OF THE OWL ENGINEER MHO CERTIFIES SUCH GRADING OPERRAPON. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST 7HE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKF7LLS ANU COMPACTION OF TRENCHES HE SHALL R MIT SOILS REPORTS AS REQUIRED AND NLL DEiERMINE iRE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 06S€RVA77ONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HAS O°AWON, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INiENDED USE 13 THE CONIRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P09TVE DRAINAGE AND PREVENT POWNG OF WATER HE 91ALL CONTROL SURFACE WATER AND A WD DAMAGE TO ADJOINING PROPERTIES OR RN121ED MURK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT ER09ON OF FRESHLY GRADED AREAS UNTIL SUCH 71ME AS PERMANENT DRAINAGE AND EROSON CONNOL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS 70 BE FILLED SHALL BE PREPARED 70 BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECFlCAPON. ALL VEGETABLE MATTER AND ORECITONA&E MATERIAL -HALL BE REMOVED BY THE CONTRACOOR FROM THE SURFACE UPON NIGH THE FILL IS 70 BE PLACED. LOOSE FILL AND ALLUVIAL SOILS 91ALL BE REMOVED 70 SUITABLE FIRM R4IURAL GROUND. THE EXPOSED SOILS 91ALL BE SCARIFIED TO A DEPTH OF 11 INCHES AND THEN COMPAC7E0 70 A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S R€SPON -811TY 70 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SECFICATONS. 15 CUT AND FILL SLOPES SHALL BE CUT AND TRAMNED 70 FINISH GRADE 70 PRODUCE SMOOTH SURFACE AND UNFORM CROSS SECTOR THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED PUNTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY C00710N. ALL S ROOTS AND d7HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 70 BECOME LOOSENED SHALL BE 00 AND DISPOSED OF 7HE 70E AND 70P OF ALL SLOPES 91ALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE 16. ALL TREES BRUSH GRASS AND OTHER ORECTUNA&E MATERIAL SHALL BE COLLECTED, PILED OR OIHERNSE DISPOSED OF (XT PE 91E BY THE CONTRACTOR S'0 AST LEA N€ THE AREAS NA HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE FREE FROM UNSGITLY DEBRIS APPROVAL OF LOCA TON OF DEBRIS FILL SHALL BE SECURED FROM DIE SOILS ENGINEER AND CITY ENGINEER PRIOR 10 THE DISPOSAL OF ANY SUCH MATERIAL 17 THE REMOVAL OF ANY AND ALL CITY IRE€S WALL BE CON -STENT NTH DHE OTYS URBAN FOREST MANAGEMENT PROGRAM TREES LOCATED N7HIN CITY STREET RICHT OF WAY, ON OTY PROPERTY, OR WINN CITY EASEMENTS ARE DETERRED 70 AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSNVC770N UNLESS SPECIFICALL Y APPROVED OHRRNSE. NO GRADING, €XCAVADON, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS -HALL OCCUR WITHIN iNE CITY TREE DRIP LINE AREA (THE AREA FROM THE DRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PRaECTON ON TfE GROUND . lF A CITY IRE lS NOT OfARLY LABELED 10 BE REMOVED IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN OVFLICT NTH A CITY TREE IT MUST NOT BE DIS7URBED UNLESS THE PLAN IS REWSD TO ADDRESS DIE TREE REMOVAL N077FICAIIONS i. TINE Q67ENCE AND LOCA71ON OF (UNDERGROUND UTUTY PPES AND SIRUCIUMES SHORN ON THESE PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS 70 THE BEST OU OUR KNONEDGE THERE ARE NO EA7SDNG UDUTES EXCEPT AS SHONN ON THESE PLANS HONEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTUTES OR SIRUCIURES LOCA TED AT THE MURK 91E. IT IS THE CONNACIORS RESPOIN - &UTY 70 CONTACT THE FOLLOWNG OWNERS OF SAID UDUDES OR STRUC7URES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UDU77ES AND NONICA77ON OF COMMENCEMENT OF MURK- A. SEWERS - LEUCADIA WASTEWATER DISTRICT (760)- 753 -0155 B. GAS & EL€CiRIC - SDCE - (160 - 438 -6200 C. WA ER -SAN DIEGIIlTf1 WATER STRICT -1- 760 - 633 -2709 A TELEPHONE - 5BC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATONS- (760)- 806 - 9809 X -22JJ 2 CONTRACTOR -HALL NOTIFY DIE CITY ENGNEERS OFKE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PPRO�ECT PHONE (760)433 -2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS N07KE ON CALLS FOR /NSPECTON. PHONE • (760)- 633- 2770 ALL NUR/( P €RFOWNED NTHOUT BENEFIT OF INSPECTION NLL BE SUBJECT TO R&ECDON AND REMOVAL S A N D I EG U i T O WAT ER D I S T R I C T NO T E S: L WATER MAiNS LA TERALS AND APPURTENANCES -HALL BE CONSTRUCTED ACCORONO TO THE STANDARD S ECTICA71ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIECUiTO WATER DISTRICT DOES NOT CONSIUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATON OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UDUTY, PIPE OR STRUCTURE NIHIN THE LIMAS OF THIS Pk6ff 3 ALL ENSDNG FACIURES, NHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD WRIRE7D. ALL ENS NG OR PROPOSED U71LITY CROSNG NiTIN 10 FEET 0k PROPOSED WATER MAINS SHALL BE SHORN ON IMPROVEMENT PLANS ELECTRICAL AND -HER 70 CROSS UNDER WATER MAINS UNLESS GVEN NRITiEN PERMISSION BY SAN DIE 70 WATER DISTRICT. VALVES ALW BOXES ETC) Nl1CH IS AFFECiED BY DHOTI PR ANDIOR CT ALL AFFECiED ATER FAGUDES MUST RML17 CURRENT NA TER AAGENCIES'S STANDARDS COWTiEE (WASC) STANDARDS IF FACI171ES OU NOT MEET STANDARDS THEN THEY -HALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE 5 URUTES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10-f EFT REQUIRED BETWEEN FIRE HYDRANTS AND SAN-DIEGO GAS AND ELECTRIC VAULiS 7. ALL WATER SERWOES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TAVEED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8 CALIFORNIA STATE LAW ASSEMBLY BILL AB -195J IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSINUC77ON OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT J4NU4RY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARIS 9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFS AND SERVICES SHALL BE PROVIDED NIH CATHODIC PR07EC77ON IN ACCORDANCE WN AV -17 OR W: -1& EROSIONCON7ROL i. IN CASE EMERGENCY WfiK IS REQUIRED, CONTACT JOHN OULICH AT (760) 815 - 9000, 24 HOURS A DAY. 2 EQUIPMENT AND NORKERS FOR EMERGENCY MURK SHALL BE MADE AVAILABLE AT ALL TMES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 151. ALL NECESSARY MATERIALS SHALL BE STOC(RLED ON SIE ON OCTOBER 1 AT CONVENENT LON DONS TO FACIUTATE RAPID CONSIRUCTION rlh TEMPORARY EROSION CONTROL. MEASURES WHEN RAIN IS IMMINENT 3 DEWC€S SHOWN ON PLANS STALL NOT BE MOVED OR MODIFIED NIHOUT THE APPROVAL OF THE ENGINEERING INSP£C70R. A THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 70 OWNG ORDER TO THE SATSAC7ION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE 001 RAC7OR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REWIRED BY THE CITY ENGINEER DUE 70 AN MI WRE7E GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES NHKR MAY ARISE. 6 THE CONTRACIDR SHALL BE RESPONSBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ON70 AREAS THAT ARE UNSAFE OR ARE POiEiN77ALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. & GRADED AREAS AROUND THE PROLECT PERIMETER MUST DRAiN AWAY FROM THE FACE OF SOPS AT THE CONCLUSION OF EACH WORK DAY. 9 ALL REMOYABL€ FR07FC77W DEVICES 9/00 SHALL BE IN PLACE AT THE END OF EACH WURK/NG DAY WHFV 7HE Rif (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (401). SILT AND OTER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATERPOLLUTIONCONTROL POSTCONSTRLICTFONBMP/IMPNOTES L FOR STORM WATER POLLUTION CONTROL PURPOSES- ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS &HALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 171 COLLECTION AND DISCHARGE ONTO THE SIRE€T ANDIOR INTO THE PUBIC STORM DRAIN SYSMAA 2 GRASS AND LANDSCAPE AREAS NSIGNAIED FOR S70RM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED NiHOUT A PERMIT FROTH THE CITY. 3 ALL IMPERVIOUS AREAS WITHIN THE 97E SHALL DRAIN 70 APPROVED BMP/% FACILITIES AND /OR TO 7URF OR LANDSCAPED AREAS NTH ADEQUAiE WMDCOVER PRIOR 70 DISRARGE FROM THE 97E. ALL IMPERViOUS AREAS MUST SLOE 70WARD THE APPROVED RMP11UP FACILITY ANDIOR THE TURFILANDSCAPED AREAS 4. NO DRAINS -HALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY 07HER /MPERWQUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/$MP. 5 DRIVEWAYS SHAT HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMP P AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM 1114 IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE iT 70 AN ADEQUATE IMP 6 ALL STORMWA TER IMPIBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED W1THOlT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. & ALL EXISTNO AND PROPOSED TRASH EHCL0WR€S SHAT BE RTiED 70 COMPLY WITH STORM WATER BEST MANAGEMENT PRACIICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOU NON - COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAIN WATER 70 ENTER THE ENCLOSURE. TIE ENCLOSURE 91ALL BE LIABLE AND LOO(€D NOT IN USE. A BEAR( SHALL BE INSTALLED AT ALL CPEN/NGS 70 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPS TER AND 70 PREVENT ANY ROW OF STORM WATER THROUGH THE iRA&H ENCLOSURE AREA. 7H€ BERM CAN BE CONSTRUCTED IWDE AND FLAT 70 ALLOW RO1/NG OF INE DUMPSTER IN AND OUT THE ENCLOSURE 91ALL BE .SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUAIELY SIZED OIL.# CREASE SEPARATOR AND IS LIEN FILTERED 7 HROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SA MARY SERER SYSTEM. NOT 70 PUNTERS OR 7HE LEUCADIA WASTEWATER DISTRICT STANDARD SEWER LATERAL N07ES fOR MINOR GRADING PLANS I. LOD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVAiE ENGINEER OF NUR#(, OR CONTRACTOR FROM RESPONSBIUTY FOR THE CORRECTION OF ERRORS AND OIISSIONS DISCOVERED DURING OR AFTER CO NSIRUCWN. 2 ALL OES)W MATERIALS AND CONSIRUCTION WK SHALL COAEORM TO THE LEUCADIA WASTEWATER DISTRICT LOUD SEWER STANDARDS AND 70 THE REQUIREMENTS 07 THE STANDARD SPECFlCATONS FOR PUBLIC WORKS CONSRUCTON (GREENBOO() AND THE REGIONAL STANDARD DRAWS MOST CURRENT EDITIONS IN THE EVENT OF CONFIICT 7HE LND SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE (NRY R€QMAREAk7NlS SHAT BE FOLL OWED A T AI IIAB Ni" EXCEPTION. 4. THE CONTRACTOR WALL HAVE A COPY OF THE DOCUMENTS SPECIFIED M SERER NOTES 2 & JON THE JOB97E AT ALL TM€S 5 THE CONTRACTOR SHALL GIARAN71E ALL MURK FORA PERIOD OF ONE YEAR AFTER 71 E DAiE OF FINAL ACCEPTANCE BY LOUD AND SHALL REPAIR OR REPLACE ANY )OK 17MT MAY PROVE OUF€CRW IN NURKMANSHP AND TOR MATERIALS WINN INE ONE YEAR PERIOD iNRWT EAMT H HAiSOEVER 70 LID. 6. PRIOR 70 BEGINNING EWER MAK CONTRACTOR SHALL SECURE A LNO PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LOUT PRIOR TO COWS7WAON. 7 APPROVAL OF THIS PUN BY LOUD DOES NOT CONSTI7URE A fPRESNTATION OF TIE ACCURACY OF THE LOCA70 OF OR THE EA7S0ff OR NON EXISTENCE OF, ANY UNDERGROUND URUTY PIPE, OR STRUCTURE NiHSN THE LIMAS OF IBIS PROECT. 8. ALL REASONS TO DRANNGS 91ALL BE APPROVED BY THE LOD DISTRCT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SERER PIPE OR MANHOfS SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LAD INSPECTOR. NEW SUER SINAI NOT BE CONNECTED OR ALLOWED TO FLOW 70 EXISTING SERER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY IHE LAD INSEC70R, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LAiLRALS 91ALL BE LOCA TED AT RIGHT ANQB TO THE SERER MAIN UNLESS OTIERNSE SHORN AS APPROVED BY LOUD ON THE PLANS It A 2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AIEACH LA IERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WRE SHALL BE BURIED OVER EACH LATERAL. THE NRE SHALL EXTEND UP 70 A 2' COPPER TAG BED AND SOLDERED TO THE NRE THE TAG OVER THE SEWER MAIN SHALL TERMNATE 6' ABOVE PAVING SUBGRADE NTH FINAL LOCATON JUST BELOW PAVING THE TAG OVER THE CUSTOMER END OF THE LA TERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONEC7OV.. 13 ALL LA TERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS P' 14. ALL MRS AND LA TERALS SHALL BE WAYNE BALLED OR 07E0, LOW PRESSURE AIR TESTED, AND TELEVISED AT PIE APPLICANT�COVTRACTARS EXPENSE PRIOR TO CONSDERANOW FOR FINAL ACCEPTANCE BY LNO AIR TEST &TAI BE DOZE' AFTER CONSTRUCTION OF ALL OIHOR 1ILITES AND UTILITY LA TERALS. ' 15 ALL Sl1ERS AND LA TERALS 91ALL BE IN PUCE AND SHALL HAVE FINAL APPROVAL BY THE L90 INSEC70R PRIOR 70 PANNE i6. ALL NEW CONNECTIONS 10 EXISTING Me SLAT BE MADE TO EXISTING MADE NTH GASAM PVC SADDLE WYE, OR SHALL B€ MADE BY iNSTALLING NEW MANUFACIVRED WYES FOR INSTAlLAVG NEW MANUFACIURED W7 STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN ENO PIPE SPOOLS MATOHING THE ADJACENT 17EXISPNG PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTNG SERER. ALL CMECTIONB NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE MYTH LOD STANDARD DRANNG S -32 IF NECESSARY DURMEG IRE LAIDW CONNECTION NLRK, UPSTREAM ROW IN THE ENS71NO SEWER 91ALL BE YMPORARILY PLUGGED AND BY -PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSIREAM LAD SEWER. IN LON TONS NTH SIMCAN UPSTREAM ROW, LOUD MAY REQUIRE TEMPORARY PRORSON OF DUTY AND & PASS EQUIPMENT NTH FULL -TV MANNED MON /TORN& NO UNMANNED BYPASS 91ALL BE ALLOWED. /& FOR CONNECTION OF PLAIN END TO PLAIN DO PIC SEWER, REPAIR COUPLINGS SEAL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENIS AS THE PIPE BONG REPAIRED. PVC SERER REPAIR COUPLINGS 91ALL BE RUBBER G49(EiED WIN NO CENTER SiOP PIPE ENDS SHALL BE IHQROUCHLY C.EWED PRIOR TO INSTALLATION OF THE REPAIR OYX/P(AV�S� IHE REPAIR COUPLING SHALL BE SLIPPED ALL IHE WAY ON TO ONE PLAIN [ND PIPE THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED 7HER AND THE REPAIR COUPLING SIPPED BACK IN70 A POWTON EQUALL Y SPACED BEIMEE N IH€ flW PLAIN END PIPES PW SERER REPAIR COUPLINGS SHALL BE AS MANUFACRNM BY PW PPE OR EQUAL APPROVED BY THE LN) DISTRICT ENGINEER. 19 PVC OR WNIFIED GAY PIPE l%S71ER PIPE AND WYES MAY BE USED TO B€ -IN TO EXISTING IV.. fOR CONNECTION OR REPAIR OF PLAIN END VCP TO I P A ROMAC #VDUS I STYLE 501 COUPLING OR EQUAL 914I LE USED FOR CONNECTIONS O 10 70 PVC: A ROMAC INDUSIRIES INC STYLE RC 501 REDUC OU79f)€ DIAMETER OF 7flf 65 -45-12 AND STALL BE PER ASiM D2000 MBA719 CHANCE N0. I DESCRIPTION I APPROVED DATE I BENCHMARK (1\ "- n4orTft rw+w3cs * meYnm"%kvlx4 . 1 M. n^ 15/3/1-1 1 all TA CONTROL ST TON MP 1 6 A -04. A 25 BRASS DISK, LOCATED IN DRAINAGE BOX INLET AT NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE NEST SIDE OF RAINNEE DRIVE DA7UM: NA W88 ELEVATION- 67.639' TOED 70 THE TYPE OF CONNECTING PIPE. GAS(ETS SHALL BE STIR IS AND BOIL IS SHALL BE TYPE 316 STAINLESS STEEL. THE NOT 70 EXCEED ONE YEAR FROM APPROVAL DATE TO START ONSTRUCTON THE DEVELOPER SHALL RESUBMIT THE PLAN CREW 70 EQUIRED 70 THE PLANS SINAI BE MADE AT THE DEVELOPERS CONSTRUCTION. . STORMWATERPOLLUTIONCONTROL BMPNOTESRELATiVE TO CONS7RUCTIONACTiWiTES CONCRETEWASHOUT CONTRAC701R SHALL ESTABLISH AND USE AN ADEOUAIELY 92ED CONCRFiF WASHOUT AREA 70 CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WAS/ CONCRETE, SLURRY, MORTAR, SRICCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER. CONRACiOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCAIK,NI. C O M S T F 1 L l C T� I N S I T E A C C ES S A STABILIZED CONSTRUCTION SITE ACCESS STALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS 70 PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MA70AL SUCH AS 3' CRY90 ROC( ANDIOR CORRUGATED STEEL PAN€LSIPLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DE90NATED FOR CONSTRUCTION VEHICLES PARKIN& VEHICLE REFUELING; AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS 91AIL BE MADE OFF -97E EROSIONCONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE YJRFAa& SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST &OSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MAN ADEQUATE GROUND COVER WOETAPON, AND BONDED FIBER MAIRIX. NO EXCAVATION AND GRADING ACPW17ES ARE ALLOWED DURING OUT HEATHER. DIU90N DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CCNNSTRUCTON &7E. CO)VIRAC70R SHALL PR07ECT CHANNELS AG4INSTER09ON USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROLECIS SHALL BE OONDUCTED IN PHASES 70 AA MD UNNECESSARY REMOVAL OF THE NA7URAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE ER090N. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR (WERE CCNSIRUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION 91AI BE PREVENTED BY PLAN17NG FAST - GROWING ANNUAL AND PE7MWAL GRASSES TO SNEED AND BLVD THE SOIL. PLANT PERMANENT VEGETATON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACNW71ES ARE COMPLETE. WATER USAGE FOR DUST CONTROL STALL BE MINIMIZED. TRAINING CONTRACTORS' EMPLOYEES NHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE IRAINED TO BE FAMILIAR NTH THE CITY OF ENCINiTAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOES 91ALL BE AVAILABLE TO EVERYONE NURKiNG ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPON- BIUiIES WASTEAMNAGEMENT CONTRACTOR 91ALL BE RESPONSIBLE FOR PROPERLYDISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR Wi1S7E PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. �AREDVE� ON MCAN BE RECYYa NON R CN A E M �A S USTSBE WNCLE 70 AN AP �R /A�MLATNOM OR b OL'AAND HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195 FOR INFORMATION ON LANDFILLS AND 70 ORDER DIUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 577E PORTABLE 701LETS MUST BE IN GOOD MOR/(ING ORDER AND CHECKED FREQUENiLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERWOUS SURFACES ALL CONSTRUCTION DEBITS SHALL BE KEPT AWAY FROM THE STREET G7T7ER, AND SIORMORA/R CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM COWSOUCTON SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEAS" CONTACT THE ENGINEERING DEPARTMENT CITY OF BMTAS AT (760) 633 -2770. SIGNED. • Jcl�w a lS+Mxsu�$ AYA ANET iaT ay +✓E. RCE NO.:��'�s?L�� �. WO. U- 621613 COAST GEOiECHNICAL, 762 718 ACADEMY DRIVE SOLANA BEACH, CA 92075 (858) 755 -8622 o OF CAS \�� STATEMENTOFENGINEEROFWORK y THE UNDERSIGNED ENONEER AGREES IHAT THE NORK PERFORMED BY Ti AND PRACTICES OF 7HE ENGINEER'S TRADE OR PROFESSION. THE ENGIM ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY INE CT PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHEC( OR REWE ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERAA ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RE Zzop c SHALL COMPt Y NiH THE GENERALL Y ENGINEER AND HI_ S�FiER AGENTS OR EMPLOYEES ACING WINN THE COURSE AND SCOPE OF SUCH AGENCY AND OF THE WORK PERFORMED BY THE ENGINEER. SAMPO ENGNEERNG, INC. 171 SAXONY ROAD, STE 213 ENCINITAS CA 92024 (766) 436 -0660 0 BY DATE 9 /8 1!O WNCENT L. SAMPO ROE 44173 EXPRES 6 30 2015 AS - Su ILL I FIELD OPERATIONS .s ICaN DATV SIGN v DA IF SCALE LEUCADIA WASTEWATER DISTRICT DESIGNED BY I DRANN BY. CHEO(ED BY- DRY I DRB I VLSI PUBLICSEWERSYSTEMAPPROVAL PLANS PREPARED UNDER SUPERVISION OF APPROVED BY LWDDISTRiCTENGINEER NIA % .26S/ l/iTd / /� WE: l6llPf HEN Of ERIN P ; � v� J R.CE N0.: 44173 Pl,, n /1 r //I,- VINCENT L SAMPO EXP. 6130/15 FIRM EXP DATE ENGINEER OF MURK PLANNINGANDBUILDING SIGN DATE ENGINEERING DMSIONAP RECOMMENDED:^ -^3 @O_/- APZPI MASH ,- GAIN IN 7HE FIELD OF 577E WAS MADE BY RECOMMENDATIONS GENERAL N07E REPORT FOR THIS LEGEND SUBDIVISION BOUNDARY PROPERTY LINE EASEMENT LINE EXISTING CONTOUR ENSRNG ELEVATION NEW CONTOUR NEW ELEVATION DAYLIGHT LANE DIO -SWALE (?ASS -LINED DRAINAGE SWALE DIRECTION OF FLOW CONCRETE PAVEMENT PERMEABLE PAVERS FOR BMPS NOT 10 BE MODIRfED NiHQIT PERMISSION CONCRETE MASONRY RETAINING WALL GRAVEL BAGS -LT FENCE STABIUZEO CONSTRUCTION ENTRANCE BMP AREA -NOT TO BE MODIFIED WITHOUT PERMISSION FROM THE CITY A89UAiIANS TW = TOP OF WALL FG = RN191 GRADE TG = TOP OF GRAVE HP = HIGH PONIT R = RONL/NE 00 = CLEANOUT IF = LINEAR FEET 811P = BEST MANAGEMENT PRACTICES IMP INTEGRATED MANAGEMENT FRAC77C€S STANDARD DETAIL 'A' DETAIL D' UNI ECO -STONE OR APPROVED EQUAL DETAIL $" OURSD C -1,C -2 (CASQA 5=4, A 10) & DETAILS E A F (CASQA SE-1) A DETAIL G (CASOA STANDARD N -1) & DETAIL D DETAIL 9' n, n n a� OIN iX JOHN DUUCH AND KENDAL DVUCH ? 127 -129 NEST JASON STREET LEUCADIA, CA 92024 511E ADDRESS- 127 -129 WEST JASON STREET LEUCADIA, CA 92024 AS2W'S PARCEL NQ: 254- 23o -30 LEGAL DESlY1/P71at PORTION OF LO75 10 AND 1,T MAP Na 2049 TOWAM TOPOGRAPHY SHOWN HEREON IS FROM A FIELD SURVEY PERFORMED BY SAMPO ENGINEMa INC. ON 07109109. OWNER''$CERTIFICATE SYMBOL 170.50 dondaoo z m W. JASON ST. St7E o \ PHE06E ST VICINITY MAP 71HOMAS QRDS 1147 -A3 NTS I (H) HEREBY LERTFY THAT A REGISTERED SOILS ENGINEER OR GEOCOGST HAS BEEN OR N RET ED TO PERWSE OVER ALL GRADING ACTWTY AMID ADVISE E AC STA &UTY OF IRE 577F A: ® I* l I / vi ICIpI.L'ik /lldreaA r nr1, . 1167r7� r a1I HlliS CUT = 170 C FILL = 160 C EXPORT = 10 C.Y. REMEDIAL = 1425 CY (35� 4'REMOVAL AND R€COMPACRON UNDER AND 5' OUT90E OF BUILDING F007PRINT) (No. 44173 ° \* Q6 -30 -15 J z N a I� a SMP PROJECT STATUS: STANDARD PARKSANDRECREATION SAN DIEGUITO WATER DISTRICT ENC/NITAS FIRE DEPARTMENT U Z gZ4- •tS•Zely DAZE -GIN DATE GN DATE w� Mu SIGNATURE EXPIRES iN YEARS FROM DAIE 900 ILS CITYOFENC IN/TAS- PUBLICWORKSDEPARTMENT DR4 WING NO. z GRADING & EROSION C0N7R0L PLANS FOR p MICH RESIDENCE 12022 -G Q IV/ z/ I PUBLIC lO K5 s CMR c .11 DAIS DAIE 127 - 129 W. JASUIV S/ SHEET IMPERMUSAREA CALCULA77ONS EP1ED STANDARDS PENN SHALL BE IN (FOSS LOT AREA. 13,528 SF CONTROLS SUCH ;ITY AS A PUBLIC EXISTING PROPOSED SUFFICIENCY OR S OR DESIGN OF P€RWOUS AREA: 5,92897 5,022 SF OF ON TH�TS IMPERVIOUS AREA: 7600 SF 8,506 Sr ICIpI.L'ik /lldreaA r nr1, . 1167r7� r a1I HlliS CUT = 170 C FILL = 160 C EXPORT = 10 C.Y. REMEDIAL = 1425 CY (35� 4'REMOVAL AND R€COMPACRON UNDER AND 5' OUT90E OF BUILDING F007PRINT) (No. 44173 ° \* Q6 -30 -15 J z N a I� a SMP PROJECT STATUS: STANDARD PARKSANDRECREATION SAN DIEGUITO WATER DISTRICT ENC/NITAS FIRE DEPARTMENT U Z gZ4- •tS•Zely DAZE -GIN DATE GN DATE w� Mu SIGNATURE EXPIRES iN YEARS FROM DAIE 900 ILS CITYOFENC IN/TAS- PUBLICWORKSDEPARTMENT DR4 WING NO. z GRADING & EROSION C0N7R0L PLANS FOR p MICH RESIDENCE 12022 -G Q IV/ z/ I PUBLIC lO K5 s CMR c .11 DAIS DAIE 127 - 129 W. JASUIV S/ SHEET SWALE SHALL BE PLANTED NTH PER PLAN COINSTRUCTiON NOTES ADEQUAIE GIOUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO DEPTH BLOCKING THE DRAINAGE FLOW MAY ER PLAN 1. A PRELIMINARY PILE REPORT PREPARED BY LAWYERS TITLE COMPANY DATED ,NINE 2 2014 AS FILE NO. 314380580 WAS FRONDED BY IHE OMER AND WAS RENENED FOR ENOSPNG GV -SITE ALSO BE PLANTED ON SIDE SLOPES TURF REINFORCEMENT MAT IF APPLICABLE EASEMENTS SAID EASEMENTS HAVE BEEN REFERENCED AND PLOTTED HEREON. THE FOLLOWING EASEMENT HAS NO LOCATION SEiFORTH AND THEREFORE CANNOT BE PLOTTED: of EXISTING EASEMENT FAR RIGHT- OF-WAY FOR POLES AND PIPELINES GRANTED W. G KERCHKOFF I III III III = - 6" MIN. ENGINEERED SOIL OMPANY RECORDED SEPTEMBER 2, 1943 IN BOOK 1558, PAGE 77 OF OFFICIAL RECORDS =I *SEE NOTE BELOW a; 2 THE SUB.ECT PROPERTY LIES WHIN THE LEUCADIA WASTEWATER DISTRICT (LNG) AND IS r -P I 10" MIN FILTER MEDIA: CURRENTLY SERVED BY LWD FOR SANITARY SEWER. 18" MIN = 3 PART CLEAN WASHED SAND TO i PART 3/8" GRAVEL 4. THE SUBJECT PROPERTY LIES WITHIN THE SAN DIEGUITO WATER DISTRICT (3DNO) AND IS LWD SMH- 01-1870 UH- 2° - 318" GRAVEL CURRENTLY SERVED BY SDNO. RIM iE 49.06 JASON SWEET 5' WIDE PEDESTRIAN DRAINAGE, AND 6MERAL CRUSHED ROCK 5 ALL ON -SITE BMP AREA STORM DRAIN, AND DRAINAGE SWALES ARE PRIVATE AND SHALL BE MAINTAINED BY THE PRONE TY 0N1VER. � pp' / \/ i CONSIRUCTIMPfRMEABLE UTILITY EASEMENT GRANTED CEO- FABRIC LINER AS MIN 9` PERFORATED SUB RAIN PPE SLOPE TO THE CI iY OF ENLYNITAS RfOUIREO BY SOILS ENGINEER. AT 1% MIN. AND C9hHfE>= FB-A 9K_ 6. WALL ELEVATIONS SHOW HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES L I SA AT 500' 500' PER PARCEL MAP. AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING fXISPNG EDGE 6" 4.00' 6" 4" OG OVER TRAVELED WAY NATIVE SOIL 21 Mp X rp AND DNY 1fl�l S1lQtit(b AT JRSOM4iCWrAiI 6Nt- CCtuitiV ELEVATIONS' NOTES. ?� 2% _ - *gNGYNfERED SOIL' LATER SHALL BE MINIMUM 6" DEEP SAND A SOIL MIX 1H NO ORE THAN 5% 7 ROOF DONNSPOU75 SHALL BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS FRIAR TO COLLECTION INTO THE PRIVATE STORM DRAIN SYSTEM TD THE SA PSfACRON OF THE CITY ENGINEER. ` I. PLACE 3 A ORS PER SQUARE YARD OF MATERIAL III= CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL Wi1ff SHALL NOT BE ALLONED TO POND ON SiE AND DRAIN TOWARD BUILDING FOUNDA PONS. 2 FOR R -LINED OPTION, INSTALL GEOTEX NOWN MONOFl ENT G£OTfXTILE (NO. 117E OR EQUAL). �' TTI -1��� ( I I 16" x6 FLUSH I I I -_)1 NOTE VEGETATED SWALES ON GRADES OF MORE THAN 259 MUST INSTALL CHECK DAMS TO LIMIT THE 8. ALL EXISi1NG AND PROPOSED UTILITY LINES SERHNG THE SURIECT PROPERTY SHALL BE INSTALLED UNDERGROITND. O J. F GRASS OR TURF OPTION INSTALL LANDLOK iRM 450 _ PCC CURB 2 x10" ((- SLOPE OF THE SWALE TO 259 UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES `S N REINFORCEMENT MAT NHERE GRADE EXCEEDS 59. ROCK -LINED OPTION CONSTRUCT IMPERMEABLE CEO- FABRIC LINER AS _ _ _ _ _ _ - HEADER �' - III -I I ( III - III -III I IF NOTE NO FiLTFR FABRIC IS TO BE USED /N IRIS SECTION. 9 THE NEW PCC DRIVEWAY CROSS - SECTION FOR PARCEL 1 SHALL BE AS RECOMMENDED BY TILE SOIL ENGNEER, BASED ON R -VALUE TESTS THE MINIMUM DRIVEWAY SECTION SHALL BE NOT LESS , OVER GEOTEX77LE LINING REQUIRED BY SOILS ENGINEER. I -III I , • = I III - III -III III Ii THAN 4.0 PCC OVER 6 CLASS 11 BASE OVER 12 RECOMPACTED NATIVE SUBGIADE SOL, UNLESS THE SOIL 24" MIN. GRASS OR TURF LINED OPTION OVER 2" THICK 3 /8" 1 -2" (HICK 6" MIN. 3/4° pfq GIdV8L COARSE/WASHED CRUSHED ROCK COMPACTED SUBGRADE 959 TVD //+A/ 810 -SWALE C / /r CAL U t/- SIMILE �-) ENGINEER OR CITY ENGINEER INDICATES pPIERNISE 4 Y ANCHORS (TIP) T LANDLOK TURF REINFORCEMENT SAND MODIFIED PROCTOR DENSITY. UNI -EGO STONE " ' N rs 10. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS 1HAN 4' P.C,C OVER 2" CLEAN SAND UNDERLAIN BY 10 -MIL MOISTURE BARRIER OVER 2' CLEAN SAND OVER RECOMPACTED NATIVE FOR ANC SBDD (A UNLESS D q R 07HERI BY THE SOIL ENGINEER. JOINTS AND UB � PAVER NOTES NrS /V. R PROPOSED 10' WIDE EiOIl 1 -_ -_ I- III I (_III_ III -I 1. THE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON SOIL ENGINEER R- VALUE TESTS TO BE CONDUCTED PRIOR TO CONSTRUCTION ROAD & UTILITY ESMT�i 11. ALL THE MIRK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY OR AN EXISTING 20' PVT PROTECT TURFBLOCK BMP EASEMENT IN FAVOR OF THE SUB.ECT PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS -I - - -III \\ AND UTILITY ESMT SWALE IN -PLACE ANTICIPATED AS A RESULT OF ANY PROPOSED #WK OR AT THE DISCRETION OF PIE CITY FIELD INSPECTOR, A WRITTEN LETTER Or PERMISSON FROM TILE ADJACENT PROPERTY OIIVER MUST BE - III - III - III -III III -_ - III - III - III -III 2. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. TO BE DETERMINED BY SOILS ENGINEER. 16' 4' OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH 0W. ANY DISNRBANCE ON _ 4- III - III -I I -I I I -III -I I II I THE ADJACENT PRIVATE PROPERTY PEAT HAS NOT BEEN PREVIOUSLY AWHORVED IN HRIPNG AND - I -III -III (I I 3 CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT 1REAiED BAS£ IF SOIL IS EXTREMELY WEAK PROTECT VARIES SUMMED 70 7HE CITY IS GROUNDS FOR A STOP -IMK TO BE ISSUED FAR PIE PRO°ECT UNTIL 7HE REQUIRED PERMISSION IS OBTAINED. _ -III OR CONSTAN7ZY SATURATED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE WALL IN -PLACE 4p' _ I I -I I I- III - III -III I- III - III -III III -III DRIVEWAYS 12. A REGISTERED SOILS ENGINEER OR GEOLOGIST SHALL BE RETAINED TO SUPERVISE OVER ALL i- _ - I FG 65.2 GRADING ACTIWTY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. X 58.16 -I I I- III -III 1=1 I - III - III -III -I I I -I I I- -I �- �- III I I� T0MR I�I9I- f- -II -III II�II III 13. CONTRACTOR SHALL ASSUME ALL RESPONZILITY FOR 7EMPORARYEM90N CONTROL MEASURES 57.68 - d -III - I_- it IIII I A0F - 1 C9 I MAP 20AA I�I��� - � AND CONSTRUCTION BEST MANAGEMENT PRACTICES ° __01 TYPICAL ROCK R .GRASS LINED DRAINAGE SWALE _B A A 2 4 I EXISTING AC PAVEMENT & BASE 14. UNLESS NOTE OIHERNiSNfDALL ROADWAYS SHALL BE A M/N/MUM 16' IN If TV DURING ACCO DANt ENM THE UNIFORM�i� AND CLEAR, NCPARKING RE �ARWNT I . �J DRIVEWAY. PROTECT IN -PLACE OF I NIS NfW CONCRETE 15 ALL IMPROVEMENTS LOCATED IN THE PUBLIC RIGHT OF WAY SHALL BE PRIVAILLY MAINTAINED. MASONRY s9 - UNDERGROUND EXISTING UPUTYPOLE. CONTRACTOR TO COORDINATE NTH SDG&E y� �/ RETAINING WALL EA/SI/NG DRIVEWAY CROSS JLC//V/r /) °fR SDRSD 16. CONTRACTOR TO ENSURE 1.0' VERTICAL ZPARAPGV BE70FEN ALL UNDERGROUND UTIllPES. Pkftviou5 OAVErI PA&K2N6 AN4 OG PA114 10 at AND FRANCHISE UTILITIES PRIOR TO C -5 Q _ KEY NOTES CONSTRUCTION 2p' AnkaalrAim9b by PAo0En1Y 01%IAIE1l IN S' N1DE EASEMENT IN FAVOR OF �' A[conOkULG u /EMAA /BOG. 3014 -o3'1t $ !L �L UNIT 1 EXISTING .RES;D. t !: DENOIISH/pROTECT IN -PLACE IA 6.40 �!WACL PARCEL 2 FOR DRAINAGE AND 2iC. oM 1 -IL -/v UTILITIES PER FINAL PARCEL MAP O�/�Q -Caf AP6 � '� 3T0 r1 Owmsf � 01 PROTECT AC PAVEMENT DRIVEWAY IN -PLACE B� 7" 3lPE 2 i T66T 2 �i FL 607 1 n, c.:.3 FL 61.0 �' N 1517f' W �p Oai (ET (v\ fL 64.5 225.47 DEMOLISH TREE 5 i 37' - - - Q3 PROTECT IMPROVEMENTS IN -PLACE C - n 64.2 6� 5 65. �, _ ' DEMOLISH IMPROVEMENTS 10 �♦r6 ° .5 �- D � n 67.50 10.9 � �' r � PROTECT WALL IN PLACE © DEMOLISH WALL v (60.38 . " 8 v .. DEEP x 6 ° 9 9" Woof f000TI �f n °� � � a . < ° ��FOOPNG �.__ p Ao GARAGE 4 sus tkCE 65.4 (� DEMOLISH 18 IF WALL z 6/ 14.5' ° ® / ti ° ffi3i2 70.50' r L� ° `_ _ a PAD = 60.5' 5' o ! c /•19 19 I - -�I EXI DNG Z ° UNIT B: 64.9 67.4 - 2 CAR GARAGE T A,y 65i PAD - 66.7' 19 2 CAR GARAGE . 3 ' l g NEW ITIIPRDVEMENl$ 6" N1DE i❑ X 18" DEEP PCC FLUSH CURB PER DETAIL C 1 61.08 o' 14" ` °GARAGE a� . _ � ._ 2� 6550 64.8 A� �APARCEL 1 JG. RA , FY B ° 3.90 5 '' � EE 1 PAD = 66 T 22 _ ,__ ° _ a 1 4 CRASS 4 I �� UNIT A _ AND GENERAL UTILITY fA5£Mf 1Nf OF ENCINI PER FNAL£PAREIN DRAINAGE, ❑2 A fRAL U NT TO CITY TAS CQA ' -• ;� , 4 FG '- � , t. ' ® REMOVE AND RELOCATE EXISTING MAILBOXES PER ENCINTAS OST MRS]€ a ( ) 6788 _ --' 6.53 Ap A" A' 70' - 2. NEW 67.40 6740 6 +> 1 HRtS Q �i !' CONCRETE MASONRY RETAINING WALL PER C -i D (o N1bH W60D FeNCG I 4 K . 63.94 °, ° WOOD STAIRS 9NGLE-FAINLY 4 ". RYSB Q" 6 , I ABOVE GRADE - °_ ° 67.80 ; 0.52 EXISTING ® CONCRETE MASONRY WAIL PER C -2 62.43 >SDl�%� I S�WfR LATERAL lf 56.97 MA EDR PAR i CONCRETE STAIR 65.40 2ND FF = 7550' ." 67. AT GRADE 65.50 Q 4 ' 4 ° ° R 669 3 _ :. 3 67 3 G ° \ "RES MULTI FA MIL A pARC RESIDENCE 2 EL © PLAN]FRJLANDSCAPING PER LANDSCAPE ARCHITECT r tawh wA�� d £ A 7❑ PERMEABLE PAVERS PER STONE SEE �kc�cFut lE 5817 LAT ,� �-� -- �` Ff = 65.50' ',, 0 . . IE 59. = y ..: - --.. _ _.. 648 E 9 °. ° ° r, -- , ° UNIT B W - 10 � - 7rL5' UNI -ECO DETAIL C WITH �WPtH4 "N0. f fiP' C tT y WJ "� a • ° 4 °Qo 8 G�o n9 6 r �o CR i0 • � T PL- Q CON DRIVEWAY PfR CONSTRUCTION 501E of 6NCtKtSh3 �TANAAR� 6 � CONCRETE P P WALK PER CONSTRUCTION NOTE N0. 11 ❑ A I 4 '64.4 R' S B4 '_- 2 2 1_ ° * w ORA iwa Q 5' X 4" DEEP WIDE DECOMPOSED GRANIIF PATHWAY _ 11 ,.r . ,' • <1 6J _ " "- 6 AV 5 4 TW 68.7 - HP 8 $ g� 6 •i it THE C PER N H RESURFACING CITY OF ENCINITAS STANDARD DRANING -`6�., " " NG Fl NO PARKING RE LANE SIGN IErw 58.20 1 1 � 12 �1 { (64: 7 .,. 5 5 i3 S 5' 5 5 IW 65. 0 TW 67.0 1. ,c :,... 5 8 •. -� FP 4a.o L - - - 6900 - - - 69.19 6 x _ - STORM DRAIN ATER OUALITY f�Y _ i� BIO SWALE FOR BMPS PER DETAIL A' TO BE MODIFIED WITHOUT CITY PERMISSION .t G 62.0 p . ., 11 g 64.31 ` 7£MPORAR ° ONSiRUCP N I TRAILER 127 W9 5' M X 2� 3' WIDE X 5' LONG RIP -RAP ENERGY DISSIPATER PER SDRSD D -40, TIDE 2' USE N0. 1 BACKING 12" DEEP OVER 12" D.G. FILTER BLANKET IE 59.$0 r. 11 E 59.56 I O 6 2 69 1 1 5$ 13000' 7' 3% 9, 16. 20 -- 6" N1D€ BY 6" Df£P MIN PRIVATE ]BENCH DRAIN NTH 1RAFFlC RAZED GRAY BY IDS' OR O N 15U1 W �W _ 22546 6 X -(NG S (64:9) WN W IN n W W - W yd - - I _ „ APPROVED EQUAL V �" _ - _ .__ G o� 000000000 _-A ® PROTECT TURFBLOCK BMP SWALE IN FOR EXISTING ORIWEWAY o00o ao 00000000p ,� p000000rn o000000�a 0000r �c_ou anoono 0 000 nn nn �m-an. P -- -- o 5 Alm �nn� �'--- ' ar ____. 00000 QOOO ovoaa o 00 0o p �aran4n,i �. ten. .*�� n _, ' I _ fi- _.�___ �5. an oaq❑ sa000iw ., :� 7n la : �c ^Ew 12 o V^`o om 000000000 0000 V" - _ � /� s' T AIM9 REMOVAL COVfMiWT ^ 2;" WIIdH/N;- E1R4/A49ff3IN4Ef r�ER- DET +4lE 2}- 12" X 12" PRIVATE CATCH BASIN BY NOS' OR APPROVED EQUAL 5 10' WiD f ROAD AND UA �____ - - -� X RECORDED SEPTEMBER 16, 2014 ; 6 °PRIVATE PVC STORM DRAIN SDR -35 MIN O ( ) X66 I _! T IN EL X EASEMENT IN FAVOR OF iHf PARCEL T i 2 PERIFINAL; PARCEL MAPS I EXISTING 20' WID - -' FOR ROAD AND �� .. EASEMENT X 71.39 BLIC UTILITY DOCUMENT NO. 2014 - 0399902 (D4 ", SEWER LATERAL PER SDRSD SS -01 I _ 70.E \ 4 U i _ ti l� RECORDED OCTOBER 13 1959 EXIST 10' N1DE EASEMf%JTOJT ROAD AS Fl!£ NO. 211 9 0� D.R. SEE GRADING PLAN AND BLIC UTILITY PURPOSES PER GRAM SEED RfC OCTOBER 28, 10210 -G FOR PRIVATE P 2 C D SEWER CLEANOUT PER SDRSD SC -01 w 2013 AS ^DOG 5020OC 0645282 OF QFi ESS /Ojy� IMPROVEMENTS "Y y ' SEWER LATERAL BUILDING POINT OF CONNECTION, CONSTRUCT PER SC -1, TYPE B O.R,O ° ° 4 k 66-93 �,�-6 � � I •o ,� ^ � � A i V ° � �J A l �.� L% r 6735 i 71.6 6714 t L. 1 r � =k,N Sq o � � > No. 44173 B\` 06 -30 -15 5 �� ® DEMOLISH SEN£R LATERAL ® PROTECT SEWER CLEANOUT IN -PLACE PROTECT SEWER LATERAL IN -PLACE LV1D SMH -01 -1880 7900 Nu KESiDE'dC£ / �9J CI V1� ��� API \d FDF 6° DIA. PVC SCHEDULE 40 PRIVATE SEWER LATERAL ,RIM CAS �E� WATER RP If 7202 ( 0 5 10 20 DISTRICT TO INSTALL 1 -INCH WATER SERVICE AND DUAL METER PER WS -09, NC -17 TO Z - -_ -_ SERVE PARCEL 1 AT OWNERS EXPENSE. Z REUSE €XIS17NC 1" COPPER WATER SERVICE AND METER TO SERVE UNIT A' ON PARCEL 2. � PROTECT WATER SERVICE IN -PLACE CC ° DISTRICT TO INSTALL 1 -INCH WATER SERVICE AND METER PER WS-01, WC-17 TO w SERVE PARCEL 2 UNIT B' AT OWNERS EXPENSE. z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -6NIJ DESIGNED BY DRAIN BY MEMED BY- ENGINEERING DIVIS/ONAPPROVALS C/ TYOFENCINITAS- PUBL /CWORKSDEPAR1iNENT DRAWING NO. C7 z B VLS 0 W 5 L ttI 3 ENCIN/TAS CONTROL STATION ENC -04. A 25" BRASS DISK, P�0.LEL1 i �� Z / / PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: _ Q 0 APPR GRADING PLAN FOR: p PN4 i - t FaaCk " I LOCATED IN DRAINAGE BOX INLET AT NORTHEAST CORNER OF THE CITY OF ENCINITAS L£UCADIA OAKS PARK 1, = 10' DATE: 9 / 7 MASH MOH �- N DIM MICH RESIDENCE 12022 -G a Q �I qN bFrTE � D MUM- - 9044L. tI t As - Vt LT / ON THE WEST SIDE OF RAINTREF DRIVE. DA NM. NA W88 ELEVATION• 67.639' (�--- - P L2 -� Z�j J� � � R.C.E. NO.: 44173 -�� EXP. _ 6/30/15 VIN(E(ViL M °OF PUBLIC NORKS RECT 1 d 7- e 3 DA7F DATE 127 -129 W. JASON ST -� M t DATE .. ENGINEER WORK CASE NO "09- 193 CDP iPM SHEET20F3 F1 P.P LWD SMH- 01 -187D RIM 55.42 iE 49.0b, IV I X ✓alb ALLEY 0 5 10 20 UNDERGROUND EXISTING UDLITY POLE. CONTRACTOR TO COORDINATE WNH SDG &E AND IRANCHISE U77LIRES PRIOR TO CRUSHED AGGREGATE GREAIIR THAN 3'0 BUT SMALLER THAN 600 'MIN. FILTER FABRIC EXTSTTNG GRADE SECRON AM 4W N07E;• CONSTRUCT SEDIMENT 20R BARRIER AND CHANNELIIE RUNOFF TO SEDIMENT TRAPPING DEVICE 1 MIN. f R r-A NOTE: GRADING 1N9PEC70R MAY ALLOW CORRUGATED NO SCALE STEEL PANELS ONLY WITHOUT AGGREGATE. Al 09 K 1 , ✓1 AP 2(,-,) 4 r_, \: 2 ` 4 230- 24 25' MAX (TYP) 2 BAGS HIGH (TIP.) 24" WIDE (MIN.) HEIR OPENING SEE CALIFORNIA STORMW47ER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG NO. WHERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMATION - } � FGpW - WOVEN FABRIC GRAVEL BAGS DIREc STAGGERED (W..) TYPICAL VELOCITY CHECK DAM 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDI RONS (- TYPICAL INLET PROTECTION CONSTRUCRON LJAIJINVU RESIDENCE , 7DA00RARY SOT FDVCf vi 20' 1EMPQRARY PIR DEY 5' WOE EASEMENT TIN FAVOR OF 1E P10? DE SILT AND AM � �� tX1STlNG RESIDENCE CA���AK �SE-1 x �� DAM � �� PARCEL 2 FOR DRAINAGE AND �° -- " - -�-- E'ER DETAIL WAND �' AND CA � URLIRES PER FINAL PARCEL MAP CASQA DETAIL SE-1 SAND CASQA STAMDARD 4 !L 60.7 �� a ANDARD st 4 Il 2 d1C�- R TAINfi WA '� C 61.0 635 a N 15O ' - W U 225.47' w; - = =` R E3 E3 TEMPORARY YQOpTY ' =i I ,j WuuD r Ir. ChMFW DAM" POOR? DET ! 5 _ rg -- �' CASQA . -6 13 STAID SE-4 2 6 - 42 653 a 23 e 61.15 �_. _106 L 641. X 64.2 a sue_ 74E_ h ! GEfPENED vrtA a 60. 3ECOL' - A /- - FOOPN'G y �� eh= tANDIN" _6� X 66' 60.38 2 _- f 6� AtiEP^ ( X 64. b ' - I �j rn (� -� 4911- L E64.4 -(� / � � , h - F, i / 00�)NG j��x 6540 3 J 9 EM'S 14:5' GARAGE U �a ND WAL' dl'S CHIMNf c 6J X FL 633 2ND Fr 7!x.50 % Ilr ss L 7W 66. UNIT 67' c ° 6743 43 - G _ - -' PAD = 605' �w /j 5 AR F AGf 65 X 67.1 PLANTER q o w _. DEMOLISH I v, PAD - . NIT A RR RE WA(.L o 61.19 y {d OF 64.70 FY1 TNG - SISD 2' i� 2 "AR 6 AC _ 67 51.08 a 1 / I d F TREE - -- - PAD = 66. - 4 (. J.J 64.6 F r v 2L`.0 7E y _ \� RCEL 1 - GIRO S 1 %� 4 t SGD UNIT A ? I�� % X, t'L 390 J cmw TTGW o Rt ?5 ° 64.18 �¢ 4.02 \ �, L. K \ 4f� �� T'� O.ZiP° r fT = 7J5' k 6841 J ,, z i 61� .�3tr 1 EXlS NG AC PAAEM_NT /Hr"N L -AY-01 6` ?� }g o ° s n RLSNO', �� in� 24.5' 4 y, WOOD STAIRS fi394 62 &0 &0, ', J2 EXISTNG - -- b0. FENAGt X (PEI Y I 62.43 t,a2 -ABOVE GRADE ;, MULAFAMIZ. RR TIE WALL VIE 6.97 MAIN o SEWER L oTERAL CONCRf r STAIRS 2ND Fr - -75.50 ` NVLET F'RO)EC)TAN E'ER = i. TG ro7.. PARCEL RESIDENCE GC - 20 _ 8.17 iAT�®� FOR PAT, , °, I . AT GRADE 65, „56 � � RYSB .// . > DETAE V •n n �� dlNr3 �A 11G, W i I 115-9. -B5,_ I �'" ` D£TAN Sf-10 X 68.& o 3 / 5 �.. /d .', A. I .,.� GAS , / s"i ^' 7,". `` ".'_a -r ✓w d C 'f -{4� SCO �l <',' .' X 683 NF, TEMPMARY SET FEVCE _, � °I , ' ,•,; 20 ? `> f ur r 525 q >, _ „ J IF 5B PA ER 1' ' 68.9, 58.9 {i I PER DETI 11' AND I CASQA DETAIL SE-i � 650 I ry ro cT�b / 916 - a J 5i1 "YSTOK 61 _ i , I ' - ANA£`' 69.20 - - - - - � _ (Em 58.20 - EX 1 �� 440 920 WS ko g FF =A1 Iva u�`iF r 59.40 I ,: -- �7 5 g J W t p -rr a r j 0 - Fi,,, _., i �- 1 f TEMPORARY J< P s ti , ; .. I _. -- - - AV - S rl - -- J. ATTACH 7HE FILTER FABRIC TO �. C967LUC1 CN !! 't i N,4 JF' S L - .:' /� < 2.. E V 71J THE AND EXTEND IT /15 4.34 - ;X �i G. '2 TRAILER - E WIRE _ 3 C , . T 9, 16' P0' (1, SEWER M I N 15U130 W 225.9 FENCE O I 11 E 59.56 L + 130 9546 aNTO THE TRENCH. 6s X -ING (64.9) T; N W Nd- W W -� - W� - W W ' �4. _�. .- _ - -- 10' �Tn (I - 61 i - PER DETAIL ' AND / 1l I 7aF WARY VaOaTY 4 l CASQA DETAIL SE-1 -' 65 - I j 5. CM�CK DAM PER DETAIL - 10 WIDE PRIVA7E ROAD AND UREITY'. �•' AAV CA EASEMENT IN FAVOR OF THE PARCEL j STAM DARD Sf-4 n, 2 PERiFNA4, PARCEL MAP > EXISTNG 20' W1D);_EASEMENT I I I ' Z1, �,F FOR ROAD AND BLIC UTUTY ! - i\ RECORDED OCTOBER 13 1959 SEE GRADING PLAN EXIST 10 NiDf EASEMENT fOR ROAD AS FILE N0. 211 9 07 O.R. � NOTE. 7\ P �`, AND PUBLIC URLITY PURPOSES PER 10210 -G FOR PRIVATE I; 1 (WANT DEED REC OCTOBER 28. [IF RNARVE SILT FENCE CONSIRUCAON 2013 AS bOC N02013- 064522 OF IMPROVEMENTS _ ' IRST APPROVED BY THE ENGINEER Of X61 I I ° A P j `j _5 4 R P O I `, k� 7HE INSPECTOR 66 �s - 6735 1 71.� `� 67:14 � � � ! � ��� I � �� � 1 � � TYPICAL SILT FENCE � � L9 SMH -01 -1880 SDE NGE A P N NO SCALE RIM 79.00 E 7202 IN I 0 5 10 20 CHANGE NO. DESCRIPAON APPROVED DATE BENCHMARK ENCINIMS CONTROL STAPON ENC -04. A 2.5' BRASS DISK, LOCATED IN DRAINAGE BOX INLET AT NORTHEAST CORNER OF 7HE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE NEST SIDE OF RNNIREE DRIVE. DA 711M. NA W86 ELEVA710h: 67.639' SCALE "'DRY °' °"11 °7 ""`� S "' ENGINEERING DIVISIONAPPROVALS DRY DRB KS PLANS PREPARED UNDER SUPERVISION OF Q D RECOMMENDED: APPR DATE: /l/. - 1, = 10, MA57H MAH R GLENN PR iM l� R.CE. NO.: 44173 PUBLIC NORKS DIREC70R SIGN DATE VINCENT MfV EXP. V30115 DAZE 14 � �1 DALE /ZZZ 3 y EN0ffi? OF WORK NO SCALE I SEE CALIFORNIA STORMWATER QUALITY ASSOCIATON (CASQA) STANDARD ONG N0. SE -10 FOR ADDITONAL INFORMATON WOVEN FABRIC GRAVE RA6 G 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 2 STAPLE WIRE FENCINGNMS•CALE THE POSTS Cl 7 Y OF ENCINI TA S - PUBLIC WORKS DEPARTMENT EROSION CONTROL PLAN FOR: MUCH RESIDENCE 127 -129 W JASON ST ,= 1f= '7f�71 4. BACKFILL I COMPACT EXCA VA I SOIL. SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASQA) STANDARD DWG. N0. SE -i FOR ADDIRONAL INFORMATON HT w z DRAWING N0. z w a ^a 2 3s 12UM SHEET30F3 - ®-° U z h OC ^ ^ 0