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2013-11705 SG (Plans)R/GHTOFWAYNOTE EROS/ONCONTROL LEUCAD/AWASTEWATERD /SIR /CT ABBREV1471ONS.• LEGEND SYMBOL OWER IS 10 OBTAIN A CONSCRUCPON PERMIT FROM THE ENGINEERING DEPARIMENT AT LEAST 48 HOURS PRIOR TO NDRK/NG IN THE 1. IN CASE EMERGENCY NORK IS REQUIRED, CONTACT CLAUDIO AN27L AT (760) 580 -4360, 24 HOURS A DAY. L LE APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE ENGINEER OF NRK OR CONTRACTOR FROM AC = ASPHALT CONCRETE PROPERTY BOUNDARY - - - - - -- --PUBUC RIGHT OF WAY. FAILURE 70 DO SO KILL RESULT IN ISSUANCE OF A STOP ODRK NONCE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CdV§IRUCPON. CO = CL£ANOUT RESPONSIBILITY OF THE DINNER TO KNOW WHERE HIS/HER PROPERLY LINE IS 2 EQUIPMENT AND MORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 EP = EDGE PAVEMENT PROPERTY LINE TO APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOLY(PILED ON SITE ON OCTOBER 1 AT CONVEN/fNT LOCATIONS TO F CILITAIE 2 All DESGV, MATERIAL$ AND CONSTRUCTION WORK SHALL CONFORM TO THE LEU04D /A WASiEWAiER DISTRICT LOUD SEWER fF = FlNISII F100R DRAINAGENOTE RAPID CON 11RUCPON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT S�TgqryryDAROS AND TO PIE REQUIREMENiS OF TlE . SPECIFICATIONS FOR PUBLIC Nt7RKS CONSIRUCPOV ENBOOK AND THE FG = RN191 GRADE EASEMENT LINE - - RE dESTANDARD D?AWNG£ MOST CURRENT E N HEEDfNi Gr UUMOCT iHLL1i�SEW1K3'TAND,� FH =FIRE HYDRANT NO CONCENIRAiED DRAINAGE ROWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM SiRUCTURES 3. DEVICES SHOW ON PLANS SHALL NOT BE MOVED OR MODIFIED NTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. GV = GAS VALVE EXISNNG CONTOUR FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. J OSHA SAFETY ORDERS AND OSYTA CONFINED SPACE ENTRY REQUIREMENTS MALL BE FOICLONED AT ALL TIMES INIHOUT EXCEPTION GM = GAS METER 4. THE CONTRACTOR WALL RESTORE ALL ERO90N CONTROL DEVICES TO WORKING ORDER 70 THE SA779-ACPON OF THE CITY ENGINEER HP = HIGH POINT EXISTING ELEVATION UTILITYNOTE AFTER EACH RUN -Of PRODUCING RAINFALL 4. THE CONTRACTOR SHALL HAVE A COPY LP THE DOCUMEN75 SPECIFIED IN SEI{fR NOTES 2 3 ON THE JA4511E AT ALL TIMES IF = INVERT ELEVATION ALL U77LI77ES TRVNG THIS SITE SHALL BE INSTALLED UNDERGROUND. 5 THE CONTRACTOR -WALL GUARANTEE ALL Wt7RK FOR A PERIOD Of ONE YEAR AFTER THE DATE OF FlNAL ACCEPTANCE BY LND AND R = RORINE HISTORICAL CONTOUR - 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASUURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN aRCUMSTANC£S WHICH MAY ARISE. SHALL REPAIR OR REPCAOF ANY NDRK THAT MAY PROVE DEFECTIVE IN ORKMANSYP AND /OR MATERIALS NIHN'THE DIVE YEAR LF = LINEAR FEET GENERAL NOTES PERIOD ° WTHCUT EXPENSE N/AiSOFIER TO LW W. OA = OVERHEAD NEW CONTOUR 112 6. THE CONTRACTOR SYLALL BE RESPON98LE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS PP = POWER POLE L ALL WORK SHALL BE DOVE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECFlCA71ONS FOR PUBLIC W7RKS CONSIRUC1101! THAT ARE UNSAFE OR ARE POTENTIALL Y UNSAFE. 6. PRIOR TO BEGINNING SEVER OWK, CONTRACTOR SIVALL SECURE A LNO PERMIT FOR CONSTRUCRON AND SHALL PROVOE A MINIMUM SCO = SEWER CLEANOUT NEW ELEVATION 11250 THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REMOVAL STANDARD MAKINGS ANY OF 72 HOURS NONCE TO LOUD PRIOR TO CONSTRUCTION. SMH = SENfR MANHOLE 6 ALL REW90NS BI DRANNGS SHALL BE APPROVED BY THE LOD DISTRICT ENGINEER IN NRIRNG PRIOR TO CONSTR0001! ACCORDANCE NTH THE RECOMMEN6ATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT PCC PAVEMENT J. SEPARA TE APPROVALS AND PERMITS FOR ANY CONSTRUCNON WTHIN PUBLIC RIGHT- OF-WAY OR EASEMDV75 SHALL BE REQUIRED 9 ALL REMOVABLE PRO 7ECTIVf DEVCES SYIOWN SHALL BE IN PPAOF AT IHE END OF EACH NARKING DAY WHEN THE FIVE (5) DAY 9 CONNECTIONS TO ENSPNG 2WfR PIPE OR MANHOLES SHALL ONLY BE DONE IN PIE DIRECT PRESENCE OF THE'LND INSPECTOR. NEW IN CON�Y/NCPOV NTH IMPROVEMENT PLANS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OPNR DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL SEWER SHALL NOT BE CONNECTED OR ALLOWED TO ROW 70 EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM N7RK STABILIZED CONSTRUCTION ENTRANCE BY THE LAD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER (CASQA 70-1) 4. NRITTEN PERMISSION SHALL BE OBTAINED FOR ANY 05777 GRADING STORMWATERPOLLUIIONCONTROLPOSTCONSiRUC170NBMPAMPNOiFS 10. ALL SEROC£ LATERALS SHALL BE LOCATED AT RIGHT ANGLES 70 THE SEWER MAIN UNLESS OTNERNSE SHOWN AS APPROVED BY 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES DURING GRADING 1. FOR STORM WATER POLLUPON CONTROL PURPOSE$ ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL LOUD ON Ti£ PLANS SILT FENCE (CASQA SE-1) - -�--�� O'ERANONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED 64 REPAIRED BI CONDITION EXISTING PRIOR 10 GRADING DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR In COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC it A 2 -INCH HIGH 5" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NHICH IS DISTURBED OR DESTROYED SHALL BE STORM DRAIN SYSTEM. RE- ESTABLISHED AND REPLACED BY A REGISTERED CMC ENONEER OR A LICENSED LAND SURVEYOR. 12. A 10 GAGE SYNELDED COPPER WRE SHALL BE BURIED OVER EACH LATERAL THE WRE SHALL EXTEND UP TO A 2' COPPER TAG 2 GRASS AND LANDSCAPE AREAS DE90NATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED N1HO/T A PERMIT NED AND SOLDERED TO THE WRE. THE TAG OVER THE SEWER MAIN SHALL iERM /NAIF 6' ABOVE PAVING SUBGRADE NTH FlNAL 7. THE CONTRACTOR STALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DENTC� INCLUDING SY C RING AND SHALL BE RESPONSIBLE FROM THE CITY LOCA77O'V FAUST BELOW PAVING THE TAG OVER THE CUSTOMER END O THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED FOR CONFORMING 10 ALL LOCAL S`TA]E AND FEDERAL SAFETY AND HEALTH STANDARD$ LAWS AND REGULATIONS AND SHALL 1HEREAFER BE BURIED AT THE POINT O CONNECTION. 3. ALL LMPERViOUS AREAS NTIIIN THE SITE SHALL DRAIN TO APPROVED BMP/JMP FACYLIPES AMOR O TURF OR LANDSCAPED AREAS 6 GRADING AND EQU /PMENT OPERA NNG WTHIN ONE -HALF (1/2) MILE O- A STRICTURE FOR HUMAN OCCUPANCY SHALL NOT BE NTH ADEQUATE GRO/NDCOVER PR /OR TO DISCHARGE FROM INE SITE. ALL I,,NNPERNOUS AREAS MUST SLOPE 70WARD THE APPROVED 13 ALL LATERALS SHALL BE CONSTRUCTED CLEAR O- DR /VEWA YS CONDUCTED B£iOfEN THE HOURS Of 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 8MP14MP FACILITY AND /OR THE TURF/CANDSCAPED AREAS SOILS ENGMEMCER77FICAT7: 14. ALL SEWERS AND LAifRALS SHALL BE NA WE BALLED OR JETIED, LOW PRESSURE AIR TESTED, AND TELEWSED AT THE S. NO GRADING OPERA PONS SHALL COMMENCE UNIX A PRE - CONSTRUCTION MEETING HAS BEEN HELD ON91E W1H TIE F0ILOWNG 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS; OR ANY OTHER IMPERVIOUS AREA UNLESS THE ROW FROM THE DRAIN APPUCANT[CONIRACTORS EXPENSE PRIOR 70 CONSYDERANON FOR FlNAL ACCEPTANCE BY LOUD. AIR TEST SHALL BE DOVE AFTER I WIN4YA SYNOHANET A REGSIEREL7 CIVIL ENGINEER IN THE STALE OF CALIFORNIA, PEOPLE PRESENT CITY INSPECTOR, CIVIC ENGINEER, SOILS ENGINEER, GRADING CONIRAC70R AND PERMITTEE. THE PRE - CONSTRUCTION DISCHARGES TO AN ADEQUATE IMP/BMP. CONSRRUC ON OF ALL OTHER UTILITIES AND UNUTY LAiLRALS PIBNCIPALLY DOING BUSYNESS IN THE FIELD OF APPLIED SOIL MfCHAMC.; HA Vf REVIEWED THESE MEENNC SHALL BE SCHEDULED NTH THE OTY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770 15 ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAW FlNAL APPROVAL BY THE LND INSPECTOR PRIOR TO PANNE GRADING PLANS AND KILL BE RETAINED TO SUPERVISE ALL GRADING ACRVIPES 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE 70WARD CHf !MP P AREA OR HAVE AMINER APPROVED DRAINAGE SYSTEM SIEVED I 10. PRIOR TO HAULING DIRT OR CONSNRUCNON MATERIALS 70 ANY PROPOSED CONSTRUCNON 97E NNIN THIS PROECT THE THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT 70 AN ADEQU 7E IMP/BMP. 16. ALL NEW CONNECTIONS 70 EXISTING SEVER SHALL BE MADE 70 EXISTINGµ� MADE NTH GASWETED Ply SApDLf W>f SHALL M A A 9NGi �wsG Q� 7 DfVfLOUER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 171E CITY ENGINEER FOR THE PROPOSLD HAUL ROUTE TIE DEVIlO°ER BE MADE BY INSTALLING NEV MANUFAC71IRED RYES FOR INSTALLING NEW MANUFACTURED STANDARD BELL AND SPIGOT OR ✓ % y�� � SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION 6. ALL STORMWAiER iMP/BMP FACILINES SHORN HEREON SHALL NOT BE MODIFIED OR AL7ERED NNIOUT A PERMIT FROM THE CITY. PLAIN END MS AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EA7SNNG PiPE MAY BE USED FOR INSERTING WYES INTO AN ROE NO.: � i�Q�'® °�R � > �` � � / �� - ��• EXISNNG SEVER. ALL CONNECTIONS NOT MADE 70 EXISNNG WYES MUST BE IN ACCORDANCE NTH LOUD STANDARD MAKING S -32 C� It UPON FlNAL COMPLENON Of THE WDRK UNDER THE GRADING PERMIT, BUT PRIOR 70 FlNAL GRADING APPROVAL AND /OR FlNAL 7. THE INSTALLANOV ADONONAL IMPERVIOUS SURFACES NOT S1HO►NV AN THIS PLAN MAY REQUIRE nIAT IRIS PLAN BE REYTSELI OR �t� - t 21 HT9 RELEASE OF SECURITY, AN 'AS FADED CER17FTCAPON' SHALL BE PROVIDED SM ANG• "THE GRADING UNDER PERMIT THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED 17. !F NECESSARY DURING 7HE LATERAL CONNECTION NORK UPSTREAM ROW IN THE EXISNNG SEVER SHALL BE UPORARILY PLUGGED �°� e N0. 11705 -G HAS BEEN PERFORMED IN SIIBSTAN17AL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS WOW ON 7HE AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL 70 A DONNSiREAM LND SEWER. IN LOCAPONS NIH SIGNIFICANT W.D. P- 325110 � 782 vat B. AU EA1SPNG AND PROPOSED )RASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE UPSTIREAM ROW, L 0 MAY REQUIRE TEMPORARY PROVISION OU DULY AND BYPASS EQUIPMENT NTH FULL -NMf MANNED MONITORING `Ir C ; € i € ATTACHED AS -GRADED PLAN: THIS STATEMENT SHALL BE FOLL09D BY THE DATE AND 9GN47URE O THE CIVIL ENGINEER N10 / E GII�EE1 ifVG CERPRES SUCH GRADING OPERANON REQUIREMENTS NI£ TRASH ENCLOSURES SHALL HA Vf AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT NLL NOT ALL OW RAIN WATER 70 NO UNMANNED DYPASS SHALL BE ALLONfD. COAST 6EOTEalNICAL % ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED MIEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL 779 ACADEMY DRIVE GEOLOGIST 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOLE ENONEE R OR UNDER HIS DIRECTION HE SHALL INSPECT AND OPENINGS 70 HOD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPS7ER AND 70 PREVENT ANY ROW OF STORM WATER 7HROUGH THE i6 FOR CONNECTION O' PLAIN END TO PLAIN END PVC SEWER REPAIR COUPLINGS SHALL BE MADE OF PIE MATERIAL MEETING THE SOLANA BEACON, CA 92075 ��® �q �1�P TEST THE EXCAVATION PLACEMENT AND COMPACTION OF RLLS AND BACKRLLS AND COMPACTIOY O TRENCHES HE SHALL SUBMIT 1RASYH ENCLOSURE AREA. NNE BERM CAN BE CONSTRUCTED NDf AND FLAT TO ALLOW ROLLING OF THE DUMPSIER IN AND OUT. NIE SAME MA7ERlAL REQUIREMENTS AND OUTSIDE DIMENSION AS IRE PIPE BEING REPAIRED. PVC SEVER REPAIR COUPLINGS SYIALL BE (858) 755 -8622 !�® �� .i �afiCAI�F® SOILS REPORTS AS REQUIRED AND KILL DEIERM/NE THE SUITABILITY OF ANY FlLL MAiMAL UPON COMPLETION Of GRADING ENCLOSURE SY/ALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OL GREASE RUBBER G4, WEILD N7H NO CENTER S70 ? PIPE ENDS SHALL BE THOROUGHLY GLEANED PRIOR TO INSTALLATION OF THE REPAIR At 1 OPERA PONS HE SHALL STALE THAT OBSERVATIONS AND ifS15 HERE MADE BY HIM OR UNLIER HIS SUPERVSION AND TAT IN HIS SEPARATOR AND IS IHEN 11 TERM THROUCH A CITY- APPROVED HYDROCARBON FiLiER AND DISCHARGED INTO THE PUBLIC SANITARY COUPUN,(S). INE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON 70 ONE PLAIN END PIPE TYEN THE PlPt AND ADJOINING OPINION, ALL EMBANKMENTS AND EXCAVAPONS ARE ACCEPTABLE FOR THOR INTSMOEO USE. SEVER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EOLUALL Y SPACED BETWEEN THE 7NO STATEMENTOFENG /NEEROFWORK STRUCTURE. PLAIN END PIPES PVC SEWER REPAIR COUPLINGS STALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE L _iJ. IHE CONNAC70R SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROMDE POSITIVE DRAINAGE AND PREVENT PONDING Of DISTRICT ENONEER. THE UNDERSIGNED ENGINEER AGREES THAT THE MNK PERFORMED BY THE ENGINEER SHALL WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR RNISHED WDRK ON THE 97E AND ( ) COMPLY WIN THE GENERALL Y ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE AND � PPCA! OR D Rt PED � PIPEV VCPO Ply API�AC�N�7RIE� INC S� �1 � APfROVFD EGN A( FOR TEAR �A OR I�A�D � INS ��N�LES A DE�G�LA �S THAT PERFORMED �GNIT�gAL� E EROSION CONTROL MEASURES HAVE BEN INSTALLED. STORMWA7ERPOLLUTONCONTIOL BMPN07FSRE LATHTOCONSiRUC71ONACTMIIES COUPLING SHALL BE USED NTH A GASKET ifANGE FOR EAaI END OF INE COUPLING 70 MATCH 7HE OU15iDE DIAMETER O THE PIPE 171E EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES NHAT 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FlLL SHALL BE PLACED IN ACCORDANCE NTH STANDARD ON THAT 510E OF 171£ COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASIM A536, GRADE 65 -45 -12 AND ANY PRANDEC K OR RENEW PERFORMED BY THE OTY OF ENCINITAS IN ITS CAPACITY AS A SPECIRCAPON ALL VEGETABLE MATTER AND ORECNONAEILE MAILR /AL SHALL BE REMOVED BY THE COiVNAC70R FROM THE SURFACE CONCRfTEWASHOUT SHALL BE PROVIDED NTH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE Of CONNECTING PIPE. GASKETS STALL BE SBR PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER iS NOT A Of7ERMINAPON BY THE UPON NHIC H THE FlLL IS 70 BE PLACED. LOOSE FlLL AND ALLUVIAL SOILS SHALL BE REMOVED 70 SUITABLE FIRM NATURAL GROUND. CONTNACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONaR£lE PER ASIM D2000 MSA710, COMPOUNDED FOR WATER AND SEINER SERVICE: ALL NUTS AND BOL IS SHHALL BE TYPE 316 STAINLESS STEEL CITY OF ENCINITAS OF THE TECHNICAL SUMClENCY OR ADEQUACY Of THE PLANS OR DESIGN 171E EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 11 INCITES AND THEN COMPACTED ]0 A MINIMUM OU 90 PERCENT !T SHALL WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 571E IT IS ILLEGAL 70 WASH CONCRE5 SLURRY MORTAR, STUCCO, PLASTER AND AND IT THEREFORE DOES NOT RELIEVE PIE ENGINEER O- REM981LITY FOR THE PLANS OR BE THE CONTRACTORS RESPONSIBILITY 10 PLACE SPREAD, WA1fR AND COMPACT PIE ALL IN STRICT ACCORDANCE NCH 771E LIKE INTO THE S7ERMWA7ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRA TOR SHALL POST A SIGN D£SIGNA17NG THE 20. FlNAL APPROVAL O" PLANS BY DISTRICT ENGINEER IS VALID FOR A PERK OF TIME NOT 70 EXCEED ONE YEAR FROM APPROVAL DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD SPECIRCA TONS WASHOUT LOCAPOA! DALE >n START O COWSIRUCNON lF THE ONE YEAR NMf LIMIT IS EXPIRED PRIOR TO START OF CONSTRRUCTION ]HE DEVELOPER SHALL HARMLESS THE CITY OF ENCINITAS AND ITS O'R= AGEN AND EMPLOYEES FROM RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED RENEW AND APPROVAL. ANY CHANGES',REOUIRED 70 THE PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY fROMNE NEGLIGENT ACTS, ERROU5; OR 15 CUT AND FlLL SLOPES SHALL BE CUT AND 7RIMMED 70 RN17 GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS CONSIRUC77ONSIlEACCESS PLANS MALL BE MADE AT THE DE00PERS EXPENSE AND APPROVED BY THE LOD DISiRNCT ENGINEER PRIOR 70 THE START OF OMISSIONS Or THE ENGINEER AND HIS�PTR AGENTS OR EMPLOYEES AC77NG 017HIN THE COURSE SECTION TiE SUES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED PLANTED, AND TRIMMED AS DIRECTED BY CHE ENONfER A STABILIZED CONSTRUCTION SITE ACCESS SHAD BE PROViLIED FOR VEHICLES EGRESS AND INGRESS ill PREVENT TRACK /NG DIRT OF COVSIRUCNON AND SCOPE OF SUCH AGENCY AND E�fPLOWENT AND ARISING OUT O THE #ORK PERFORMED OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND 07HER WAS7E MATiER EXPOSED OR EXCAVATION SITE. THIS 91ALL INCLUDE USING MATERIAL SUCH AS 3' IWLUSIED ROCK AND /OR CORRUGATED STEEL PANELS/PtA7ES: BY THE ENGAEER. OR EMBANKMENT SLOPES MICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 7HE 70E AND TOP OF ALL CONSIRUC77ONVEHICLES SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE. A SPECIFIC AREA AWAY FROM GUTTERS AND S70RM DRAIN SHALL BE DESIGNATED FOR CONSTRUCNON VEHICLES PARKING, VEHICLE SAMPO ENGINEERIN INC 16 ALL IREES, BRUSH GRASS; AND OiNER ORECPONABLE MATERIAL WALL BE COLLECTED PILED OR OiHERNSE DISPOSED OF OFF REFUELING; AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OF -91E. 1034 SECOND S T -THE SITE BY IHE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED Wfh A NET AND RNI9ILD APPEARANCE FREE SAND /EGUIi'OWATERD/STRHCTNOTES: ENCINITAS; CA 92024 FROM UN96 HiLY DEBRIS APPROVAL OF LOCANON OF DEBRIS ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER EROS/ONCONTiROI (760) 436 -0660 PRIOR 70 IHE DISPOSAL OF ANY SUCH MATERIAL. ERO90V CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST I. RENEW OF THIS PLAN BY SAN DIE070 WATER DIS7R1CT DOES NOT CONS17117F A REPRESENTABON AS TO THE ACCURACY OF THE J EROSION BY INSTALLING ER0901V RESISTANT SURFACES SUCH AS E9090IV CONTROL ,MATS; ADEQUATE GROUND COVER VEGETANO; AND LOCATION OF OR NNE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WTHIN THE LIMITS OF THIS 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CY1YS URBAN FOREST MANAGEMENT PROGRAM. BONDED FIBER MATRIX. PROECT. BY y o�, �y DATE %V OY 13 TREES LOCATED NIAN CITY STREET RIGHT- OF-WAY ON CITY PROPERTY OR WNIIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING MET WACHRL 2. ALL EXISING FACNITIES NNCPFMAY AFFECT )HE RNAL DESIGN LE. LINE CROSSNGS. LINE PARALLELING OR PRd°OSED CONNECTION MNaNT L. SAMPO RCE 44173 EXPIRES 6 JO 2015 AND SHALL BE PROTECTED IN PLACE WRING CONSTRUCTION UNLESS 9fECIFlCALLY APPROVED 01HERNSE: NO GRADING, EXCAVATION, SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UNUTY CROSSINGS WINN 10 FEET Of PROPOSED WATER !MAINS SHALL BE OR DNSIURBANCE OF CITY iREE ROOT SYSTEMS SHALL OCCUR NTHIN THE CITY TREE DRiP LINE AREA (THE AREA FROM THE TRUNK OF DIVERSON DIKES SHALL BE CONSiRlUC1fD 70 CHANNEL RUNOF AROUND THE CONSNUCPON SITE. CONiRAC70R 91ALL PROTECT SHORN ON IMPROVEMENT PLANS ELECTRICAL AND SEMfR TO CROSS UNDER WATER MAINS UNLESS WITTEN PERMISSION IS EVEN BY A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PRRECTION ON THE GROUND . IF A CITY TREE IS NOT CLEARLY LABELED 70 CHANNELS AGAINST EROSION USNG PERMANENT AND TEMPORARY ER090N CONTROL MEASURES SAN DON 70 WATER DISTRICT BE REMOVED IT MUST BE PROTECTED IN PLACE EVEN NF APPROVED IMPROWMEN75 E IN ClwwT NTH A CITY iR€& IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL REMOVE EXISTING WGETANON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROECT3 SHALL BE CONDUCTED IN PHASES 70 AVOID 3. CONTRAC70 AND ONyVEER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST 10 GRADE ANY EXISNNG WATER FACILITY (FIRE N077F/CA77ONS UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER DO NOT REMOVE TREES OR 9IRUBS UNNECESSARILY, THEY HELP DECREASE T V EGU /T� WAiE�DISIR0C� *ll DS AFC S O�1R T l ST L � Y F4 A UPGRADED _ MUST ER090A! OWNERS CURRENT STANDARDS AT THE OWWERS EXPENSE L THE EA1SiENCE AND LOCATION OF UNDERGROUND UNLIiY PIPES AND S1RUCIURES SHORN ON THESE PLANS HERE OBTAINED BY A TEMPORARY WOETAPON MUST BE PLANTED ON SLOPES OU INHERE CQNSNUCNON !S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL CLAUDIO AND ANNE M. ANZNL SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONEDGE T HLRf ARE NO EXISTING UTILITIES EXCEPT AS SHORN ON THESE PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAS>- GRONNG ANNUAL AND PERENNIAL GRASSES TO &MELD AND BIND THE 806 WOOD DRiVE PLANS; HOK -U.' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY fA7SPNG UBURES OR SOIL 4. UPLITES 70 MAINTAIN MINIMUM 5-FEET SEPARA NON WIEN PARALLELING WATER SERVICES ENCINITAS� CA 92024 STRUC711RES LOCATED AT IHE NDRK 97E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLOWNG OWNERS OF SAID 5. MINIMUM HORIZONTAL SEPARATION O 10 FEET REQUIRED BETWEEN FIRE HFDRANiS AND SAN OEGUITO GAS AND ELECTRIC VAULTS U71LIN£S OR S1RUCIURES PRIOR TO ANY EXCAV4WA FOR VfRIRCANON AND LOCA NON OF UPLI7ES AND NONRCANOVN O• PLANT PERMANENT VEGETATION AS SOON AS POSSBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE LEGAL DESCRiPTIOk COMMENCEMENT OF NARK. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN PORTION O LOT 3 IN BLOCK 'J' OF SOUTH COAST PARK ANNEX IN TIf A. SEWERS - LE - (760)- 753 -0155 Mh11fR USAGE FOR OUST CGIN]IROC SHALL BE MINIMIZED. FRONT Of PARCEL THEY ARE S£RV1NG CITY OF ENCINITA COUNTY OF SAN DIEGO. STATE OF CALIFORNIA B. GAS & ELECTRIC - SDGE -L6O 438 -6100 ACCORDING TO M,P N0. 1788 FILED IN THE OFFICE O 171E CWN�Y C. WATER - SAN DIEOUITO WA TRICT - -1 -800 - 227 -2600 ON- SiIFCONSTRUCWNMA1ER/AL STORAGE 7 WATER MAINS LATERAL$ AND APPURTENCES SHALL BE CONSTRUCTED ACCORDING TO STANDARD SPECRCAnONS O THE CURRENT RECORDER OF SAN DIEGO COUNTY D. 1ELETWONE - SBC BELL - (760) -489 -3411 STORED MATERIALS SHALL BE CONTAINED IN A MaIRE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONiRAC70R SYIALL STORE IHESE WATER AGENCIES' STANDARDS CG1AlMHITEf {WASC). E. CABLE N - COX COMMUNICATIONS -(760) -806- 9809 X -2233 PRODUCTS INHERE THEY RLL STAY DRY OUT OF 771E RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL ASSESSORSFARCEL NO.: 254 - 413 -36 STORED ON -97E. ELIMINATE OR REDUCE POLLUTION OF STORMWAiER FROM STOMPKES KEPT ON -517E. S70CKFYLES MAY INCLUDE SOL, 2 CONTRACTOR SHALL NOTIFY THE CITY ENGNELR'S OFFICE 48 HOURS PRIOR 10 BEGINNING ANY NORK ON THIS PROECT. PHONE: PARING MATERIAL ASPHALT CONCRETE, AGC REG47E BASE ETC S70CKPILES SHALL BE LOCATED AWAY FROM CONCENNAiED TOPOGRAPHY: (760) -633 -2770. S7ORMWAMR ST U*47ER ROWS AND STORM DRAIN INLETS STOCIONLES SHALL BE COVERED OR PR07FCTED W1H SOL STABLHZAnON THE EXISNNG 70WOGR4PHY SHOWN ON THIS PLAN IS BASED ON A FIELD MEASURES AND PROVIDED NTH A 7EMPORARY SEDIMENT BARRIER AROUND TYE PERIMEIER AT ALL TIMES SURVEY PERFORMED BY SAMPO ENGINEERING, INC. ON AUGUST 12, 2013. 3. 771E CONTRACTOR SHALL GVf 24 HOURS NONCE ON CALLS FOR INSPECTION. PHONE. (760)- 633 -2770. ALL NJRK PERFORMED TRAINING DA7UM: NA W88 N THOU T BENEFIT Of INSPECTION KILL BE SUBECT TO REECTION AND REMOVAL. CONTRACTORS' EMPLOYEES OHO PERFORM CONSTRUCNON IN THE aTY OF ENCIANTAS 91ALL BE IRNNED TOW FAMILIAR NTH THE CITY SLOPEANALYS/S. Of ENCINITAS STORMWA7ERR POLLUTION CONTROL REQUIREMENTS 1H£SE BOP NOTES SHALL BE AVAILABLE 70 EVERYONE 1WRK/NG ON EXISNNG GRADE O- 7HE ENTIRE SITE !S LESS 7HAN 25% SLOPE. iWFI R O PR OV9� ,E ) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND OWNERSCERTIFICAYE. COSTA HASIFAAAWOEMENr l (Wf� HEREBY CERTIFY nHAT A REGSiERED SOUS ENGINEER OR GEOLOGIST �P z CONNAC70R STALL BE RE92O SIBLE FOR PROPERLY DISP09NG Of ALL WASTE AND UNUSED CONSTRUCTION MATER OF IALS DUMPING S EEN OR DULL BE RETAINED 70 SUPERVISE OVER ALL GRADING ACTIVITY UNUSED OR WASTE PRODUCTS ON THE GROUND, MERE WATER CAN CARRY PHEM INTO THE GONVfYANCE SYSTEM IS S7RiCBY AND fflW&F ON THE COMPA PON AND STABILITY OF THE 97E PROHIBITED. c� A: Lo (. 3 NO SEEPAGE FROM ANY DUMPSiER SHALL BE DISCHARGED INTO STORMWATER. BERMS/OHKES SYIALL BE PLACED AROUND ALL CLAUDIO ZIL z m DUMPSIERS TO DIVERT 1HE NAiURAC STORM RUNOFF. DUMP97ES SHALL BE aECWED FREQIUENiLY FOR LEAKS DUMPSIER LIDS SHALL EARi7IWORKDATA �t�ESS�p,�,� ' REMAIN CLOSED AT ALL TIMES DUMPSiERS N1HOUT LIDS 9IALL BE PLACED WIHIN SNUC71IRES NTH IMPERWWS ROOf7NG OR STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H : i V �C� NS L• S 8. 0 z N 1F COVERED NTH TARPS IN ORDER TO At�D RAIN CONTACT WNI ANY IRA9H MATERIAL MAXIMUM VERNCAL DEPTH OF CUT = 1'v� q�A� AN M. AN U MANY CONSTRUCTION MATERIALS INCLUDING SOLVfN WATER -BASED PAINTS VEHICLE RU/D BROKEN ASPHALT AND CONCRETE MAXIMUM IfRBCAL DEPTH O- RLL = 2' �-', No. 44173 WOO AND CLEARED VEGETATION CAN BE RECYCLED ABLE MATERIALS MUST BE AKEN TO AN APPROPRIAiF LANDFILL OR W m BRIO 065ED O- AS HAZARDOUS WASTE. FOR INFORMA71ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE CUT = 5 GY. � 06 -30 -15 � TOLL fREE AT (800) 714 -1195. FOUR INFORMAPON ON LANDFILLS AND TO ORDER DUMPSfRS CALL LOCO AT (760) 4J6 -4151. FlLL = 70 C.Y. �F AX IMPORT = 65 C JPJ �Q CSTREEj 2 POLLUTANTS 9IALL BE KEPT OF EXPOSED SURFACES PL ACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE WE REMEDIAL = 1500 C. Y. (34 REMOVAL AND RECOMPACRON UNDER AND 10' OUTSIDE OF BUUILDIVG AREAS) OF CA1.�F��� o PORTABLE TOILETS MUST BE IN G� OtaRIONG ORDER AND NECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE BMP PROJECT STATUS: STANDARD o o SECONDARY CONTAINMENT AND LOCALE PORTABLE 701LEiS AWAY FROM SANWRA /N INLETS ON PERVIOUS SURFACES z ALL CONSTRUCTION DEBRIS STALL BE KEPT AWAY fRO,M THE STREET CUTTER AND STORMDRANN. CONTRACTOR MUST ROUNNELY CHECK PUBLIC WORKS PLANNING AND BUILD /NG PARKSAND RECREAT /ON SAN D/EGUETO WATER DISTRICT ENCINITAS FIRE DEPARTMENT AND CLEAN UP MATERIAL THAT MAY HAVE IRA WLED AWAY FROM CWSIRUCTION SITE EL VD FOR MORE INFORMAPON DN STORMWAiER POLLUNON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING z LEUCADIA DEPARTMENT a>r OF ENCINITAS AT (780) 633 -2770. w r� ats�ame w•I VC /NITYMAP N o DATE SIGN DATE GN DAIS SIGN DAIS GN NH DATE S u' z DESNGVED DRAWN BY GYHEGWED BY CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCAD/A WASTEWATER D /SIR /CT KS ENGINEERING DE`PARTMENTAPPROVALS C/TYOFENC/N/TAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. z JQO A4 A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP SIMPLIFIED GRADING PLAN FOR : w ° ENCINITAS CONTROL STATION 024. A 25" BRASS DISK, LOCATED a IN THE SOU7HEAST QUADRAN OF LEUCADIA BLVD. AND ORPHEUS DATE : /0 j4 /3 MASH - /w NN uNM ANZY ACCESSORY UNIT 11705 -SG AVENUE 37 EASTERLY OF TRAFFIC SIGNAL N/A /M R.C.E. NO.. 44173 ENGNEERHNG/PUBLIC WORKS DIRECTOR 806 WOOD DRI VE DAIUM• NA W88 ELEVATON• 176543' 10/115/ / 1 cj / 2 O 3 f0�� 7//$ fraTEi.� DA BET SAMPO NDRK EXP. 6/30/15 DATE DATE APN.' 254 - 413 -36 _ ®� PLANNING CASE M..• N/A SHEET 1 OF2 °o v aZ o .•-Q q 04 -1600 MY 19284 S 17,714 - -- - S -- APPPOx. EXISPNC ; ✓�.,`� sr[�F,. ,rk� CRUSHED AGGREGA7E GREATER THAN 3 0 BUT SMALLER THAN 6 70 - HLTER FABRIC wily. EXISANG GRADE I - BECTON A -A INVERT AT NOTE.- CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF _20'R TO SEDIMENT TRAPPING DEUCE N. , MI 'A PAD UPSTREAM F A SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA17ON (CASQA) STANDARD DWD NO. IC-1 FOR ADDIRONAL INFORMARON L CORRUGATED LA STEEL PANELS 25' MIN- -i G ^RAVEL PAVE DWV. NOT TO Be PAVED LisrH ou r [.2TY PEA TO ACCOMODATE ANRCIPATED MATCH EXISANG GRADE TYPICAL STABILIZED CONSNUC77ON ENTRANCE , NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED NTS 57M PANELS ONLY WITHOUT AGGREGATE. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) 7RENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. CHANGE N0. 2 STAPLE WIRE FENCING TO THE POSTS 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. TYPICAL SILT FENCE NTS 12 /1RR/14) l LANOSLAPL:o AtZL--Pr 6mP 0 Nor To 13r- ALTLv nLD W2THOUT 4 csry Pcn mrr a LINE (TTP) TEMPORARY SILT FENCE PER CASQA DETAIL SE -1 l NO GRADING API\I,l 254— ij 13- 3 6J ` iy r i i AC PAVEMEAdi u2NFkAY - - - - -- - - - - - -- p 1 r TEMPORARY SILT FENCE I t;,6? PER CASQA DETAIL SE -1 18417 I i 0 � I N 0 'N V�D A \I \j o I i1 I Ilt a3 I o 10 20 SEWER LATERAL TABLE SEQ. PARCEL STREET STARON INVERT AT LENGTH DROP 10 LATERAL LATERAL GROUND DEPTH PAD UPSTREAM BACI(WA]ER N0. OF LATERAL AT MAIN E OF MAIN V. A SLOPE X ELEV. 0 BLOW ELEV MH RIM VALVE REMARKS MAIN LATERAL ESMT IE ESMT ESMT FT ELEY READ 1 "1 +40.37 17569 14.2' 1 1.2' 180.50' 29JX 186.2' 5.7' 189.1' 192.84' YES 4- PIC (SDR 35 MIN) ' 51AIIUNING I2K LLUGAUTA GOUNIY WA ILK VISIKIGI 5TtLTHCAI/M NU 77 DESCRIP77ON APPROVED DATE BENCHMARK SCALE LEUCADIA WASTEWATER DISTRICT to • • l ENCINITAS CONTROL STARON x/024 A 2.5" BRASS DISK, LOCATED IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVENU& 37' EASIERLY OF TRAFRC SIGNAL 1' = 20' DATUM• NA W986 ELEVAROM: 178.543' G .400 A DATE PLANS PREPARED UNDER SUPERW901V OF U� to A-- -�. DATE : �o Oy L3 R.C.E. NO.: 44173 EXP. 6/30115 EASEMENTS: ® EXISRNG 12' ►NOE EASEMENT GRANTED TO SDG&E DECEMBER 4, 1928 RECORDED IN BOOK 1569, PAGE 33 OF DEEDS ® EXISRNG 2' NVE EASEMENT GRANTED 70 SDG&E DECEMBER 4, 1928 RECORDED IN BOOK 1569, PAGE 33 OF DEEDS © EXISANG PRIVATE ROAD EASEMENT GRANTED TO W.M. WOO AND EVA NOOO MAY 1, 1933 IN BOOK 207, PAGE 322 OF O.R. ® EXISANG 20' WIDE EASEMENT FRAMED 70 LEUCADIA COUNTY WATER DISTRICT FOR SEWER PIPE LINE OCTOBER 4, 1968 AS RLE N0. 172703 OF O.R. 0 EXISANG 8' WIDE EASEMENT GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY FOR GAS PIPE LINES NOVEMBER 12, 1968 AS RLE N0. 198205 OF O.R. 0 EXISANG IRREVOCABLE OFFER 70 DEDICATE REAL PROPERTY FOR PUBLIC HIGHWAY RECORDED APRIL 4 1969 AS FILE NO. 57541 OF DR. 0 EXISRNG PRIVATE ROAD EASEMENT GRANTED TO ELLA JUDD SMITH AUGUST 17, 1973 AS FILE N0. 73- 231837 OF O.R. 0 EXISANG 20' RIVE PRIVATE ROAD AND PUBLIC UTLITY EASEMENT AND MAINTENANCE AGREEMENT RECORDED APRIL 24, 1977 AS RLE NO. 77- 198975 OF O.R. 0 EXISRNG PRIVATE ROAD EASEMENT GRANTED 70 GREGORY WALLACE MCBA/N RECORDED SEPTEMBER 25, 1986 AS RLE N0. 86- 416283 OF O.R. © EXISRNG EASEMENT FOR PUBLIC RIGHT OF WAY GRANTED 70 THE CITY OF ENCINITAS MARCH 11, 1989 AS RLE N0. 89- 153018 OF O.R. AND RE- RECORDED AUGUST 14, 1990, AS FILE N0. 90- 442975 OF O.R. EXISANG EASEMENT FOR PUBLIC U77LINE lNGWESS AND EGRESS GRANTED SAN DIEGO GAS & ELECTRIC COMPANY OCTOBER 7, 1996 AS FILE NO. 1996 - 0507196 OF D.R. ® EXISRNG 20' NVE PRIVATE ROAD AND PUBLIC U71LITY EASEMENT RECORDED MARCH 9, 2012 AS DOCUMENT 2012 - 0142446 OF O.R. KEYNOTES: iD PROTECT EXISANG RESIDENCE AND PCC DRIVEWAY IN -PLACE ( PR07ECT EXISANG 1' COPPER WATER SERVCE AND DUAL DOMES71CI17RE WATER METER IN -PLACE 32) PROTECT EXISANG 4' PVC SENER LATERAL !N -PLACE ® 4' PIC OR LATERAL PER LOU S -1 S -25 & S -32. CONTRACTOR TO POTHOLE AND VERIFY LOCAPON AND ELEVARON OF EXISANG SEWER MAIN. 50 COVERED OUTDOOR SWONER. CONSTRUCT 4' HIGI X 4' WIDE PCC CURB AROUND 5HONER PAN. CONNECT FLOOR DRAIN 70 BUILDING SEVER. © 6' Hl6H WOOD FENCE ) GRAIfLPAW BY INVISIBLE STRUCTURES DRIVEWAY, OR APPROVED EQUAL SELF TREAANG NP AREA. NOT TOJSE PAVED La CfTY i0EANIIT. 4' THICK COMPACTED DECOMPOSED GRANDE PATH 9� 8' RIVE X 18' DEEP FLUSH PCC CURB 10 4' THICK PCC PAD FOR AC UNIT 11 PROTECT EXISANG 6' HIGH HOOD FEND !N -PLACE 1© PROTECT EXISRNG TREE IN -PLACE 1© PROTECT EXISRNG SHED IN -PLACE 14 LANAI OR LANDSCAPED AREA FOR BMP'- Nor rO BE ALl-EAC U WITHOUT G.iTv Pcp,&AST. I i 1 1 I 1 CANSiRUCnAN NOT 1. BOUNDARY INFORMA PON SHOWN HEREON PER RECORD OF SURLY 12648. A BOUNDARY SURVEY HAS NOT BEEN PERFORMED. 2 A PRELIMINARY ARE REPORT PREPARED BY COMMONWEALTH LAND PRE INSURANCE COMPANY DATED NOVEMBER 15, 2000 AS ORDER N0. 1047557 -8 WAS REVIEWED FOR EXISRNG EASEMENTS SAID EASEMENTS HAVE BEEN PLOTTED AND REFERENCED HEREON. J. THE SUBJECT PROPERTY LIES WITHIN THE RR -2 ZONE, CITY OF ENCINITAS CALIFORNIA. ZONING INFORMAPON SHOWN HEREON IS CONSISTENT WITH THE REQUIREMENTS OF SAID ZONE AS OF THE DATE OF THIS PLAT 4. THE SUBJECT PROPERTY LIES WITHIN THE LEUCADIA WASTEWATER DISTRICT AND IS CURRENAY SERIED BY LEUCADIA WASTEWATER DISTRICT FOR SANITARY SEWER FROM AVOD DRIVE. THE ACCESSORY UNIT WILL CONNECT TO THE EXISANG MAIN LOCATED IN THE NORTHERLY PORRON OF THE PROPERTY. 5. THE SUBJECT PROPERTY LIES WITHIN THE SAN DIEGUITO WATER DISTRICT (SDWD) AND IS CURRENAY SERWD BY SO #0 FROM WOOD DRIVE. 6. ALL ON -97E STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. 7 FOR STORM WATER POLLU7701V CONTROL BMP S ROOF DONNSPOUTS TO BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECRON INTO THE PRIVATE STORM DRAIN SYSTEM TO THE SARSFACRON OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND DRAIN TOWARD BUILDING FOUNDARONS 8. ALL EXISRNG AND PROPOSED U77LITY LINES SERVNG THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 9 THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND IMPLEMENRNG ANY AND ALL TYPES OF SHORING SYSTEMS IN ORDER TO EXCAVATE FOR THE UAVRES SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZARON RECOMMENDARONS PRIOR TO CONSRUCRON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 10. PRIOR TO CONS7RUCRON, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT-OF- WAY OF WOOD DRIVE. 11. CONCR17E SIDEWALKS AND PAROS SHALL NOT BE LESS THAN 4" P.C.C. OVER 2" CLEAN SAND UNDERLAIN BY A 10 -MIL MOISTURE BARRIER OVER 2' CLEAN SAND OVER RECOMPACMD NA17VE SUBGRADE SOIL, UNLESS DETERMINED 07HERNISE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. 12. THE EXISRNG TOPOGRAPHY SHOWN HEREON IS BASED ON A REID SURVEY PERFORMED BY SAMPO ENGINEERING, INC. ON AUGUST 12, 2013. DA RIM: NAVD88 13. UNLESS N07ED 07HERNISE, ALL ROADWAYS SHALL BE A MINIMUM 16' IN WIDTH DURING CONSTRUCRON AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE W17H THE UNIFORM FIRE CODE AND CITY OF £NCINITAS FIRE DEPARTMENT. 14. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS 15 ALL THE WORK PROPOSED ON THIS PLAN IS ENRRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERRES IS ANRCIPA TED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRERON OF THE CITY REED INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN ORIRNO AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNRL THE REQUIRED PERMISSION IS OBTAINED: SITE CROSS SECTION FENCE 1 " =10' BMP PROJECT STATUS, STANDARD ENGINEERING DEPARTMENT APPROVALS CITY OFENCINITAS - ENGINEERING S €RV/CES DEPARTMENT RECOMMENDED: APP �E SIMPLIFIED GRADING PLAN FOR : MASYH NAME - N ANZIL ACCESSORY UNI T ENGINEER G/PUBUC #WKS DIRECTOR 806 WOOD DR1 VE 01(si zoir �� API. 254- 413 -36 DATE DAZE PLANNING CASE N& N/A DRAWING NO. 11705 -SO SHEET10F2 Q U z Ci im a Z_ tr a° W w } z ZZ C7 z W v3