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2016-12869 G (Plans)RIGHTOFWAYN07F OWNER IS TO OBTAIN A CONSTRUCTION PERMIT fROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO MLL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WIER€ HIS/HER PROPERTY LINE IS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ALL UPLITE5 SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. L ALL WORK SHALL BE DONE IN ACCORDANCE WiRH THESE PLANS THE STANDARD SPECIRCATONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RILED "REPORT OF LIMITED GEOTECHNICAL INWSPCATION PROPOSED FRAZEE RESIDENCE- DATED MARCH 1 2016 SHALL BE CONSIDERED AS A PART OF THiS GITkDiNG PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONuUNCHON NTH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAURONS REQUIRED TO PROTECT ADJACENT PROPERRES DURING GRADING OPERATIONS ANYIHINC DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDIRON EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSI&E THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SMIE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A SiRUCTUR€ FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONS7RUC77ON MEETING HAS BEEN HELD ONS77E WTH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGNEER, GRADING CONTRACTOR, AND PERMIT7EE. THE PRE- CONS7RUC77ON MEERNG SHALL BE SCHEDULED WTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSIRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WiTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGNEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERA 110N. It UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVDED STATING.• "THE GRADING UNDER PERMIT NO 12869 -G HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS ST47EMENT SHALL BE FOLLOWED BY THE DATE AND SIGNA71JRE OF THE CIVIL ENGINEER WHO CERHFIES SUCH GRADING OPERARON. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGNEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVARON PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACRON OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND NIL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE_ THAT OBSERVA77ONS AND TEST5 WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVAHONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIPVE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND ORECRONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO RNISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECRON. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGNEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE_ MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. 16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED, OR 07HERNiSE DISPOSED OF OFF THE SITE BY THE CONIRACTOR SO AS TO LEAVE THE AREAS THAT HALE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGNEER AND CITY ENGNEER PRIOR TO THE DISPOSAL OF ANY SUCH MA7FRIAL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WiTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. ]BEES LOCATED { WTHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PR07ECTED IN PLACE DURING COVSNUC77ON UNLESS SPECIRCALLY APPROVED 07HERNSE. NO GRADING, EXCAVARON, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (TIE AREA fROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE ]NEE CANOPY PROJECRON ON THE GROUND). IF A CITY 7REE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NiTH A CITY TREE, IT MUST NOT BE DIS77JRBED UNLESS THE PLAN IS REVISED TO ADDRESS THE NEE REMOVAL. EROSION CONMOL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SKEET FRAZEE AT (619) -890 -9122, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE DN OCTOBER 1 AT CONVENIENT LOCARONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SARSFACRON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDIHONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA HON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07ENRALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PRO7ECRVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFIER EACH RAINFALL. STORMWATERPOLLUTIONCONTROL POSTCONSTRUCTUNBMPAMPNOTES 1. FOR STORMWATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLURON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACIL177ES AND /OR TO TURF OR LANDSCAPED AREAS WiTH ADEQUATE CROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL iMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2Z CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /MP FACILIUES SHOWN HEREON SHALL NOT BE MODIFIED OR AL7ERED WITHOUT A PERMIT FROM THE CITY. 7 THE iNSTALLA77ON OF ADDIUONAL IMPERVIOUS SURFACES NOT SHOWN ON THiS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR 771A A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE PITIED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT W1EL 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 IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY ROW OF STORMWA TER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONS7RUCTED WiOE AND RAT 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 SIZED OIL /GREASE SEPARATOR AND IS THEN RLTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEVER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM, A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT C0NS777U7E REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LiMI7S OF THIS PROJECT J. ALL EXISUNG FACILIHES, WHICH MAY AFFECT FlNAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIRED. ALL €XIS77NG OR PROPOSED UHLITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OVER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILIUES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILIUES DO NOT MEET STANDARDS, )HEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OVER 'S EXPENSE: 5. U77LI71ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATON WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARA770V OF 10 -FEET REQUIRED BETWEEN RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER ]RAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONS7RUCRON OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECRVE JANUARY 1, 2010. iN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER 711BING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PR07EC716N iN ACCORDANCE WiTH WC -17 OR WC -18 5 TA NDARD SEWER LA TERA L NO TES FOR MINOR GR4 DING PLA NS L LOD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONS7RUC170N. 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASIEWATER DISTRICT LNG, SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCRON (6REENBOOK) AND THE REGIONAL STANDARD DRANiNGS, MOST CURRENT EDITIONS IN THE EVENT OF CONFLICT THE IV SEWER STANDARDS GOVERN. J. OSHA SAfETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL RYES WITHOUT EXCEPRON. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED iN SEWER NOTES 2 & 3 ON THE JOBSI7E AT ALL RMES 5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LE AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECRVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LOD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LOD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LAD PRIOR TO CONSTRUCRON 7 APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 8 ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LOD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCRON. 9. CONNECTIONS TO EXISRNG SERER PiPE OR MANHOLES SHALL ONLY RE. DONE IN THE DIRECT PRESENCE OF THE LW) INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED 70 FLOW TO EAIS17NO SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LAD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LA79ALS SHALL BE LOCATED AT RIGHT ANGLES TO PIE SEWER MAIN UNLESS OTHERENSE SHOWN AS APPROVED BY LAD ON THE PLANS It A 2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE CON7RACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SERER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE NTH FlNAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WA WE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERARON FOR RNAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UPiJRES AND UTILITY LA7ERALS 15 ALL S€WRS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LAD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECRONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE {W7H GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR INSTALLNdG NEW MANUFACTURED WOES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAYBE USED FOR INSERTING WYES INTO AN EXISTING SEWER. 17 EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WiTH LAD STANDARD DRAWING S -2 IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LNG, SEWER IN LOCATIONS WiTH SIGNIRCANT UPSTREAM FLOW, LAD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT NTH FULL -HM€ MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SERER REPAIR COUPLINGS SHALL BE RUBBER GASKELED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE THEN THE PIPE AND ADJOINING PIPES SHALL BE ALICNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BE79EEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LOD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO RE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED FOR COAWEC77ONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WTH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE DN THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTLE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED NTH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNEC77NG PIPE GASKETS SHALL BE SBR PER ASIM D2000 M84710, COMPOUNDED FOR WATER AND SEVER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTON. IF THE ONE YEAR PME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE IV DISTRICT ENGINEER PRIOR TO THE START OF CONS7RUCRON. 5 TORMWA TER POLLU77ON CONTROL BMPNOTESRELAT IVETOCONSTRUCTIONACTM77ES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAIELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER, AND THE LiKE INTO THE STORMW47ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCARON. CONSTRUCTION SI T E ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ANDIOR CORRUGATED SIE£L PANELS/PLAiES CONSTRUCTION VEHICLES A SPECIRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCRON VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER M47RIX. NO EXCAVATION AND GRADING ACPVITIES ARE ALLOWED DURING WET WEA7HER. DIVERSION DIKES SHALL BE CONS7RUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUC77ON SITE. CONTRACTOR SHALL PROJECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY. THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVARON AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON- SITECONSTRUCTIONMATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE: CONTRACTOR SHALL STORE THESE PRODUCTS AVER€ THEY NLL STAY DRY OUT OF THE RAW. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLURON OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAT€R ILOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZARON MEASURES AND PROVIDED WiTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL RMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE iRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMW47ER POLLURON CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OVER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND 7110R OWN RESPONSIBIURES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCRON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS DN THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMP57ER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSITRS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUEN7LY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL RUES. DUMPST€RS WITHOUT LIDS SHALL BE PLACED VWTHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT WTH ANY ]RASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, {{GOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS MAST€ H07LiNE TOLL FREE AT (800) 714 -1195. FOR 1NFORM4RON ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE ]RASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENHY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILE7S AWAY FROM STORM DRAIN INLETS ON PER SURFACES ALL CONSiRUCTON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROURNELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCRON SITE FOR MORE INFORMATION ON STORMWAIER POLLURON C0N7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENONITAS AT (760) 633 -2770. I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77LITI €S EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING U77LIlIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI17ES OR S7RUCTURES PRIOR TO ANY EXCAVARON, FOR VERIFICATION AND LOCATION OF U77LI77ES AND N077RCA77ON OF COMMENCEMENT OF WORK A. SEWERS - LE - (760) 753 -0155 B. GAS & ELECTRIC - SLICE - (760) -438 -6100 C. WATER - SAN DIEGUITO WATER DISTRICT - 1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 €. CABLE TV - COX COMMUNICAPONS -(760) -806 -9809 X -2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRiOR TO BEGNNING ANY WORK ON THIS PROJECT. PHONE (760)- 633 -2770. J. THE CON7RACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECRON. PHONE (760) 633 -2770 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECRON WiLL BE SUBJECT TO REJECHON AND REMOVAL. OWNER LINDA W. fRAZEE ADDRESS 30 DELL. LANE MILL VALLEY, CA 94941 PACIFIC OCEAN J LA COSTA AVE LEUCADIA, CA 92024 APN.• 154 - 090 -57 Ei LEGAL DESCRIPTION A!¢ THAT PORRON OF THE NORTHWEST QUARTER OF SECTOW 4, TOWNSHIP 13 AND a T R SOUTH, RANGE 4 WEST, SAN BERNARDiNO BASE AND MERIDIAN, IN THE CITY OF D PA ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 70 UNITED STATES GOVERNMENT SURVEY, DESCRIBED IN CERTIRCAIF OF = COMPLIANCE RECORDED ON JULY 9, 2015 AS DOCUMENT NO. 2015- 0359631 AS PARCELS B. ¢A DORY SL OWNERS CERTIFICATE WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST x HAS BEEN OR NtL BE RETAINED TO SUPERVISE OVER ALL GRADING VE ACTIVITY AND ADVISE ON THE COMPACRON AND STABILITY OF THE SITE. z d SIGNATURE. DATE•�� LINDA W FRAZ€E lUW VICINITY MAP S 0I L S E N G /N E ER' S C E R T I F I CA It I, CLIFFORD W. LA MONTE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 1, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY RECOMMENDARONS, HAS BEEN SUBMIT70 TO THE OFRCE OF THE CITY ENGINEER. FURTHERMORE, l HAVE REWEAED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS a1fFow,vIA MONTE f 0495��sl Wz' JOB NUMBER. 16 6653 e� fv C LA MONTE COMPANY INC., ! EEO A 4400 PALM AVE., SUITE B LA MESA, CA 91941 A 2 -31-1 (619) 462 -9861 UMW STATEMENTOFENGINEEROFWORK, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS 7RADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULA7ONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 0 CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND iT 7HEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGNEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, MEWS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING Wi7HIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNA77JRE. L1-4t DATE � IZAO VINCENT SAMPO SAMPO ENGINEERING, INC. 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 760 436 -0660 RCE NO.: 44173 EARTHWORKDATA STEEPEST EXISTING NA77JRAL SLOPE ON -SITE = 10 H : i V MAXIMUM VERTICAL DEPTH OF CUT = 1.5 MAXIMUM VERRCAL DEPTH OF FILL = 1.5 CUT = 118 C. Y. RIL = 168 C. Y. IMPORT = 50 C.Y. REMEDIAL = 410 C. Y. (2' REMOVAL PER SOIL REPORT) IMPERVIOUSARE4 IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 1175 SOFT IMPERVIOUS AREA PER PLAN: 5419 SOFT TOTAL INCREASE IN IMPERVIOUS AREA: 4.244 SOFT NTS BMPPROJECTSTATUS STANDARD LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNINGAND BUILDING PARKSAND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIREDEPARTMENT rD BY- LWD DISTRICT ENGINEER q5 395 � -8 -w S PHEW D LNG, PE RCE DATE z uzek 8 -8 -1? g .@ • lc� SSG dF3 FIRM EXP DATE S /GII� DAME DATE SIGN DATE SIGN DALE Sl N CHANGE N0. DESCRIPTION APPROVED DAZE BENCHMARK SCALE ASBU/LT DESI BY DRA BY H c sD BY ENGINEERING DIV/SIONAPPROVALS CI TYOFENC IN/TAS- PUBL/CWORKSDEPARTMENT DRAWING NOS - � ( LTS L ' 2' PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR. 2.5" CITY � ENCINITAS BRASS DISC IN DRAINAGE BOX INCET ,/ Q RECOMMENDED: APPR AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS y---�_ .may d -- 3 /Z11 /S DAB 9 �Z �� FRAZEE RESIDENCE 12869 -LEUCADIA OAKS PARK ON THE NEST SIDE OF RA/NTREE DRIVE NIAIxGT L. A.� 0 0 t� ✓� �% ASIH MAHER GLENN PRUM R.C.E. N0.: 44173 PUBLIC WORKS DIRECTOR DATUM. NAND 88 ELEVATION 67.639' y -k -q VINCENT L. SAMPO EXP. 6/30/17 9 / 6 i i 6 Q�� //� 489 DEER PA TH EOL US AVENUE %L,0VlVW*A T- Qsetcm Gltr %atN ENGINEER OF WORK DAIS DATE CASE NO: 16 -007 CDP APN.• 254 - 090 -57 SHEET 1 W U Z Z\ �N, z Z U) 20' AC PAVEMENT 12 (7yP.f -10' (T)P.) 11 1Yp) 20' AC PAVEMENT g r 1RAN,9710N AO89' 58 69.10' 3 1RANSI110N f,' - 5' 14 <' AWL �,. ACPAId AC P VG� .- -• - : 4 - - - vi y l' SANGUT LMVE a , OF AC r il, AC PAVING WIDENING AC DEER 120' li' 5 3y PA TH 1 2d INDE PRIVATE ROAD EASEMENT r 11' 20' 16' (PRE VA TO RECORDED ON FEBRUARY 16 196 "- VW6 7R� WAY TO 24' FA 0_6 i' SANCUT LINE 5 AS DOC NO 277 5, O.R. AC PAVING 10DENIM \ A 4' SEWS $E R 14002 /E 1 r. .VIQC MATCH EXISBNG AC PAVNG 4 2 . g 140.101E . _ A PAVNG AC DRIVEWAY 1 F ,l /2 F PAVING _� ��`LX =. X X - X X X AC i Q? LLLLLLL" L! i �i ij> n i 1 20' AC PAVEMENT PA14NC� 3LLLLLL_LE p 3� �ni 4" SEWER LATERAL. SEE \ PAb,AW -A` . LLLLLLL L ��y r, IRANSI110N 8 V5 g (v CONSIRUCDON NOTE 22. LLLLLi 'DELL `1 8 �', �' LL g 8� P1 ` 7 I s +� x j i-Lt Ova �y FA LLLLLLLI3 ox et 1 4 5ront up 1gQcKnow i LLL LLLLLLt _ V�1AI1 ��' GG LLLL LLL4 I 7 N f n 2r 1-1 1 ; LLLL z LL 1458 FL 1 '�A.,� �G LL LL - z i L 13 BEG. WALL 8 LIL LL DLL' z BEG WALL 147.00 iW LL -1 40tF .144.901E z . 14475 /E \ 1450 146.1 FO - VVV (144.3 FG) 'r I ' 146 �-� D - 7 f e 42., TA LEGEND SYMBOL - - - - i 4 i�,, , GP 4 , r PRCPER7Y BOUNDARY 6' 5 EASEMENT NE - - - - Gp 40' AE PRO CT IN -P ACE EXISDNG CONTOUR 46 w PA ,V EXISDN 6'A WATER LINE a, 6' SEWER LATERAL SEE EXISBNG ELEVA77ON x 146, 0 ,46.00i 2y PAVN'G / ' CONSTRUC770N, NOTE 22 � � PROPOSED CONTOUR 146 PROPOSED ELEVARON 146.00 2x C S GRADING LIMIT LINE II (-n 06HEAO ' CUTIPLL LINE F II X a�, .` o �4 V4 S ryiC © cLEG DIREC77ON OF FLOW 6� - Cj - s x ` D rot DRAINAGE SWALE VEGETATED DRAINAGE SWALE FOR IMP - �� NOT TO BE MODIFIED NITHOUT PERMISSION FROM THE CITY CONCRETE PAVEMENT ASPHALT CONCRETE D DEEP ROOTED, DENSE, DROUGHT (�(\ TOLERANT PLANING SUITABLE PERMEABLE PAVERS, UNI ECO -STONE LLLLLLL FOR WELL DRAINED SOIL 24" Aft BID -RE BASIN -NOT TO D 2 -3° GRASS OR 1URF LINED MODIFED N WI TH THOUT PERMISSION FROM OM HARDWOOD �OP770N OVER LANDLOK THE CITY MULCH �. 0 ANCHORS (') 7URF REINFORCEMENT /A 4 D P 14590 TG 6 1440 31 y ADi GND 1. 4 KEY / CaVCR MASONRYRETALNING � W V v !Ai ' lG 146.45 PS 14665 FS D c j �q. 1435 N1 _ J. MA, - -. � /FOR ANCHOR WALL SIZE WALL 5 .60 3 180 MIN. ENpNEtRED SOIL 1458 � u 14460 E 810- RENflON AREA SHALL BE e0G 8 1dDi 50 FS AD 4580 TW LEMEL AND DEPRESSED A 'SEE N07E BELOW 114665 FS 1 5 r MINIMUM OF 0.8' FROM THE `�/ 12' OF 1%. CRUSHED ROCK 1; �� \�IV/iG 0 F 2 4590 TG p - 1443 FG SURROUNDING GRADE 4 ��� `� 14.52 lE 140.84 IF L'OC I {WR �, SCO '510 RETENRON ENGINEERED SOIL LA LOAM SOIL MIX WITH NO MORE �.AC I YER SHALL BE MINIMUM 18 DEEPSANDY L 1 THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60Z SAND, 20-30% COMPOST OR HARD AVOO MULCH, APfi 254- 090 -46 P N6 J ? 14 45 80 P AND 20 -30% TOPSOIL THE EFFECAVE AREA OF THE BASIN SHALL BE LEVEL. y 14so HP Bl0- RETENTION BASIN DETAIL FOR IMP 147.00 11V 12 460 FG / 14670 FS 3 . 7 4� yl \ � I f 146.0 FG r 2 45.90 TG _J\ G� NEW 144 42 IE -- NTS 146.65 FS ALY I ! z ! - RESIDENCE 2,876 SF 144.401E z 4� FF 146.75 4580 1W E < �� . 24' MIN. _ { C PAD 146.0 1 .65 FS 14s °6 FS 1441 FG) , gP� _ - PARCEL 8 F 3 4 PARCEL C APO? 254 - 090 -58 I � � C a 1460 FG'x 4 X 13 #7. I 00 8 - { �5 6 yE z i 145,7 FG 1 144.2FG_5 14665 fS 4 A ( - d r; i j i V� BUtLDINt� tz) Ptf If�TV ii LI Lam.# :. �� t -- i d N.+ i 4 \ 4 a 1 -�% - L. 13 4700 TW 145.5FG _CELL LLLL 1 ! y ° 1S L 4 1` 8 _DLL A __L' LL 1 :,: ; \\ 3 - 14650 FS 43. x I K So'- r - pjnterr 46.9 I ` _ __ VEGETATED DRAINAGE SWALE FOR IMP 145.40 TW 5 ° - - D (143.8 FG C s 146 FGA c 2 146.6 TG 1 1439 IE 1 .0 FG NTS /INN _ r / ayy� %vim V��V y CONCRETE CURB AND CONTROL JOINTS 0 15' OC NEW I l� s L PATERS TO BE FLUSH NTH OR LOWER THAN CURB 1 I k RESIDENCE ' 146D FG� 9�Aj�� J �/ /A'oor UN ECO -STONE PAVER 3 118 ° 80 MM NIH 3/° I LONGITUDINAL VOID. PROVE E 1 MIN L GIiUDII�AL f fT 146.75 SLOPE. CONSTRUCT PER MANUFAC77JRES SPECIRCA77ONS PAD 146.0 15 r 10' SYSB 8j BEDDING COURSE - 2° THICK OF C F VOID FILLER - 1/8" TO 3 13 47.00 4 �,� 1 /B' TO 3/8' (N0. 8) AGGREGATE (N0. 8) AGGREGATE IN t . 145.5 FG ' I 146.0 F 8 14520 TW 5 CHOKER COURSE - 4' THICK OF A 146.0 FO { �l = (143.6 FG) ❑ 6= 3/8' TO 1/2° (NO. 57) CRUSHED ROCK t` 1460 FG = 1 I r ID FILLER - 1 8' TO 3/8' (N0. 8) PLAN VIEW SEE LE77IR � MON F° AGGREGATE IN DS 10 GRADE AND CONSIRf/CT 1' 1 p�D gfi R� w WALL ON APN 254 - 090-58 i... 3 1 /B. { Qa °, DAZED• 7 -7 -16 J\VG I 3 453 BY _ 10 1 /8 '.. 16 MIN n '' I 0 FG END WALL 5� 146. FG 7 145.00 TW 1 k 43.5y lE a 8 (144.0 13 ND. WALL I X 3 �t911,11 TIN. 6' THICK Of 3/4' NATURAL SUBGRADE PAVER PATTERN.• RUNNING B 147.00 TW `t \dl'J 147.0 FG I 14 F�aastone 7 8 H12 \ } ad y� 6' MIN CRUSHED ROCK ?X; 0 1 � F 10' IMDE BASIN PAVER DETAIL WITH CONCRETE EDGES r J 4�'�EV %yL f 7 A OVERFLOW WEIR D Opp, 143.6 FL NOTES. NT AIR 1. THE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON SOIL ENGINEER R -VALUE TESTS TO BE CONDUCTED PRIOR TO CONSTRUCRON. 5 2. THICKNESS OF AGGREGATE BASE W1U VARY WITH SU86RADE COND117LWS AND CLIMATE. TO BE DETERMINED BY SOILS ENGINEER. I I ° I , J. ALL AGGREGATE MUST BE CLEAN //yyyyASHED AND fREE OF PINES .SAND SILT ETC \, NL 1435 "' 1 4 THE PAVERS SHALL NOT BE SEALED ONCE THE VOID PILL& HAS BEEN ADISED ) t� 10' SY� 8 7 FG 1427 I I IJ 5. EACH COURSE SHALL BE 14BRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE ML ` I i 87M 139.1 ` v 6. NO IMPERVIOUS LINER OR RLTER FABRIC IS TO BE USED C • 1 7. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL i 143.J PI 6 DEER PATH 18,' 4 y; 20' (PRIVATE EASEMENT) f I �■ 1.5" i SANG'UT x • Vy 3.•1 4' S' - i OLD NEW x PROTECT AC > / 25 RYSB `1 II / 6 I 5 WOCO SBIUC <71RE V14 20 i91 f 146.8 TW 2 ` -'471 FG 3 - �_,,,. API. 254 - 090 -45' CHANCE NO. DESCRIP77ON APPROVED DA 7E BENCHMARK S- Sig ( 1-1s CLM -2 25" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE NEST SIDE OF RA/NTREE DRIVE DA7UM.• NAND 88 ELEVA7ION.• 67.639' SCALE N/A 3 SANCYUT (Typ) PAVEMENT IN PLACE L5° X 18' GRIND JOINT y ¢ ' APN 354- 090 -47 PRIOR TO AC NiDENING 4' ASPHALT CONCRETE PAVEMENT WIDENING COVENANT HOLDING )HE OVER 6' CLASS I BASE CONSTRUCTED ON CITY HARMLEE FOR CROSS 12' COMPACTED SUBGRADE LorDRArNA DEER PA TH SECTION /PRIVA TE CN - - 170C 1016- 05WL77 AS 1 - LOOKING WEST ASBUXT r DRAW-BY CHECKED er.' ENGINEERING DIVISIONAPPROVAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPF 1 / DATE : -f IZ 1Q V1NG®NT'L- _51000 DATE �_� R.CL NO. 44173 MAS MAH GLENN PUBLIC EXP. 6/30/17 X41 q,y VINCENT L SAMPO ENGINEER OF WORK DATE DATE PRIVATE GRAVITY STORM DRAW PIPE -S� -'8- PRIVAIE AREA DRAIN CATCH BASiN 'AD GUARD POST -GP PRIVATE SEWER LATERAL -s- - S - PRIVATE WATER SERVICE -W- -W- POINT OF CONEC77ON PDC9 TYPICAL GRASS LINED DRAINAGE SWALE B KEY NOTES. NOTES "� DEMOLISH /PROTECT IN -PLACE 0 L PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL 2 FOR GRASS OR 7URF OPTION, INSTALL LANDLOK NM 450 TURF REINFORCEMENT MAT WHEN SLOPE EXCEEDS 5% 1. PROTECT AC PAVEMENT IN -PLACE 2 PR07ECT CVU WALL 1N -PLACE 3. PR07ECT CHAIN LINK FENCE 1N -PLACE 4. PROTECT TREE IN -PLACE CONSTRUCTION NOTES.' S PR07ECT WOOD STRUC71JRE 1N -PLACE i. EXISBNG TOPOGRAPHY AND BOUNDARY DATA SHOWN HEREON PROVIDED BY SAMPO ENGINEERING, INC. 6. DEMOLISH YARD ORNAMENT ON 3'1LY22, 2015. 7 DROLISH SHED 2 A PRELIMINARY 777LE REPORT PREPARED BY 17COR BILE COMPANY DATED APRIL 6, 2015 AS ORDER 8 DEMOLISH TREE NO 00315432- 995 -0 HAS BEEN REVIEWED FOR EXIS77NG ONS17F EASEMENTx SAID EASEMENTS HAVE 9 DLAlOL1SH CONCRETE BEEN PLOTTED HEREON. 10., DEMOUSH CHAIN LINK FENOF 3 ALL ON -517E STORM DRAIN DRAINAGE SWALE$ AND BMP AREAS ARE PRIVATE AND SHALL BE ]L RELOCAIE MAILBOX MAINTAINED BY 7HE PROPERTY OWNER. 12 RAISE URUTY BOX TO GRADE 4. WALL ELEVABONS SHOWN HEREON MAY VARY DURING CONSTRUCBON DUE TO EXISBNG GRADES AND 13. PROTECT EXISTING SURVEY MONUMENT IN PLACE SOIL ENGINEER RECOMMENDA17ONS SOIL ENGINEER SHALL DETERMINE FINAL WALL F0017NG DEPTHS 5. ROOF DOWNSPOU7S TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO DISCHARGE TO THE NEW IMPROVEMENTS ❑ SABSFACRON OF THE CiTY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL 1. NEW RESIDENCE PER ARCHITECTS PLAN NOT DRAIN TOWARD BUILDING FOUNDA77ONS 6. ALL EXISBNG AND PROPOSED UAUTY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED 2. PERMEABLE PAVER DRIVEWAY 'EGO STONE" BY UNI -GROUP USA UNDERGROUND. OR APPROVED EQUAL PER DETAIL 'D' 7. CONTRACTOR TO LOCATE AND PROTECT 1N -PLACE ALL EXlS1/NG WATER SERVCE AND WA7ER METER. J. CONCRETE PA 770 PER CONSTRUCDON N07E 11 8. CONTRACTOR 70 LOCATE AND PROTECT IN -PLACE EXIS77NG SEWER LATERALS AND CLEANOUT SERVED 4. GARAGE PER ARCHITECTS PLAN BY GRAVITY SEWER IN DEER PA TH AND EOLUS AVE. 5. CONCRE7E MASONRY RETAINING WALL PER SORSO C -5 9. EXISBNG SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR 6. 6' HIGH WOOD FENCE DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD 7. CONCRETE SIDEWALK PER CONSMUC17ON N07F 12 OF SURVEY SHALL BE PILED WIN THE COUNTY PRIOR TO RELEASE OF SECURITIES. 8. LANDSCAPING AREA PER ARCHITECTS PLAN 10. THE EXISTING OVERHEAD U77U7Y SERVICE LINES TO THE PROPERTY SHALL BE REINSTALLED 9. 8' NOE BY 12' DEEPENED CONCRETE EDGE UNDERGROUND. A NOTE TO THIS EFFECT SHALL BE CALLED OUT ON PERMIT SITE PLAN. 10. GUARD POST R ALL S7REET SIGNS, UGFIIS, LAMPS U7/U77ES ETC. LOCATED Ni7HlN THE PUBLIC RIGHT -OF -WAY il. PLANTER SHALL BE PROTECTED IN PLACE DURING CONSTWCAW OR REPLACED TO THE SABSFACBON OF THE CITY 12. PERMEABLE PAVER PA TO `EGO- STONE BY UNI -GROUP USA ENGYNLER OR APPROVED EQUAL V�DS 12 CONCRETE SIDEWALK AND PAROS SHALL NOT BE LESS THAN 40 PCC OVER 2'CLEAN SAND 13. CONCRETE MAS RW PER SDRSD 0-6 (5 ^1Q LE REINFORCED NTH NO. 3 BARS 24' 0. C. IN BOTH DIREC716NS OVER RECOMPACIED NA7IVE SUBGRADE SOIL, 14. BUILDING PILASTERS PER ARCHITECTS PLAN � � UNLESS DETERMINED O7HERNISE BY SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. STORM DRAINIWA TER QUALITY O ?AVERS 13. ASPHALT CONCRETE PRIVATE ROAD WIDENING IMPROVEMENTS SHALL BE CONSTRUCTED 4' AC OVER 6' 1 468 SF BIO- REMN770N BASIN PER DETAIL A' NOT TO BE MOONED CLASS 11 BASE OVER COMPACTED SUBGRADE SOIL, UNLESS DETERMINED O7HERNISE BY SOIL €NGINEm ,TE DEER PATH SECTION. WITHOUT PERMISSION FROM THE CITY 2. 8' DIA. PRIVATE HDPE CATCH BASIN BY NOS OR APPROVED EQUAL � D. ALL IMPROVEMENTS BUILT IN THE PUBLIC R16 HT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS U ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT. 3. PRIVATE 6° DIA PVC (SDR -35 MIN) STORM DRAIN GRAVITY PIPE a 16. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND C0NS7RUCBON BEST MANAGEMENT 4. 24' GRASS LINED DRAINAGE SWALE PER DETAIL B' PRACRCES. 5. 2' NDE BY 10' LONG RIP RAP ENERGY DISSIPATER PER SORSO D -40, 17. UNLESS N07ED OTHERWISE All ROADWAYS SHAD BE A MIN /MUM 16' IN W1D1H DURING CONS7RUCPON TYPE 2. USE N0. 2 BACKING 12' THICK OVER 12' DG RLTER BLANKET P AND MAINTAINED FREE AND CLEAR INCLUDING PARKING OF VEHICLES IN ACCORDANCE NTH THE UNIFORM 6. 24 IEGETATED SWALE PER DETAIL 'C , NOT TO BE MODIFIED OND FIRE CODE AND CITY OF ENCINITk FIRE DEPARTMENT. WITHOUT PERMISSION FROM THE CITY 18. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS 7. 60 PCC CUTOFF WALL THAN 75,000 POUNDS 8 2'X 4' COBBLE ENERGY DIS7PATER 19. ALL THE MIRK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY OR WITHIN U77Li77ES m THE EASEMENT THAT APPLICANT HAS RIGHTS EX✓ IF ANY DISTURBANCE TO ADJACENT PROPERTIES NOT SHOWN ON THESE PLANS IS AN17GPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE L PRIVATE 4' SEWER CONNECTION PER SDRSD SS-01 DISCRE77ON OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT 2 PRIVATE 4- PVC (SOR -35) SEWER LATERAL 0 2R SLOPE PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO 771E CITY PRIOR TO START OF ANY SUCH OWK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY 3 PRIVATE 1' WATER SERVCE PER SDRSD KS-01 AUTHORIZED IN WR177NG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED 4• PRIVATE 1' COPPER ( °K' SOFT) WATER PIPE FOR THE PRO CT UNBL THE REQUIRED PERMISSION IS OBTAINED. 5. TRENCH RESURFACING PER CITY OF ENCINITAS EDM APPENDIX 24 m 20. ALL U71U77ES SHOWN HEREON ARE APPROXIMATE CONTRACTOR TO VERIFY PRIOR TO CONSiRUC710N 6. DISTRICT TO INSTALL 1 "COPPER WA TER LATERAL AND i° METER PER 21 WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONSNUC71ON DUE TO EXISBNG GRADES AND NHS WS-01, K -17 AT OWNERS EXPENSE SOIL ENGINEER RECOMMDNDA77ONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOBNG DEPTHS 22 SEWER LATERALS PER SEWER IMPROVEMENT PLAN NO 12646 -IR z ABBREVIATIONS• AC ASPHALT CONCRETE 1 _g CONC. • CONCRETE ° 04 143.5 Nt _ OFESSiO�A, CMY: CONCRETE MASONRY WALL `�' \ QR /Y� LP.• EDGE OF PAVEMENT F. RN1,5H 6" DIA. PVC S.D. Sy�q�G FL: ROW LINE ~ No 44173 o m FS RNISH SURFACE . 6' PCC CUTOFF WALL GB GRADE BREAK n o 0 06 -30 -17 GP.• GUARD POST I V 2' X 4' COBBLE SWALE AF HP.• HIGH POINT r� CI V l� �� VMT P MEMENT VA BON U qT� pF CA1 \F4� SCO. SEWER CLEANOUT z BASIN ENTRANCE DETAIL F SD• STORM DRAIN = SSMH.• SANITARY SFNER MANHOLE z NTS 7C• TOP OF CURB o TG: TOP OF GRATE w Z w S CITYOFENCINITAS -PUBLIC WORKSDEPARTMENT DRAW/NGNO, z I:q GRADING PLAN F FRAZFE RESIDENCE d gl mu 128ss -G �N 489 DEER PA TH / EOLUS A VENUE CASE N0. 16 -007 CDP APN: 254 - 090 -57 SHEET 2 OF 3 -- -- 12 ;,�- 10 "(TYPJ VENT `- 14 AC FA � , _y '� � h � � AC �� + s^.1 + `T;P., � D � 6 V � T?Avv^ =rF L V7ANStiGt NB9 58 � &9.10 i AC AKNG AC P406, —a. I '�5 `-'m- '-�". Y"/Sf ,r. �Y _ .. , , • -... -'"-•- E_p q g i I l �J r-� ///t W�FTZ alE ° I i i '„ AC rAHNC WDENING A( QE t i i 20' %J ` �. 1"A TH 2G' WDE AWVAiT ROAD ASE rPrr 20' le" ; P "I V I4 jt RECORD[[, DI rc�IAHv 196" .ANC Et?GL rjt AC 's TO 20 rAv1N> i { /E AS JOG ,N0 Z7r, On, AC PA` 'G WfDuN1NG IRA cLWAY \\4, � 'TEMPORARY SILT FENCE d 4 SEWS 14DQ21E �. a r0 76 AND iIt EP ja > ?: -° 4 CASQA DETAIL i n_ a ' 1. 1's _ AC PA NG 2$, k MAX e n t ¢¢'S.9 r'.._ 1 5.'G:F 140f01E/ 7 / ! j + 2` PWIT ' >' — TEMPORARY VELOCITY X k x - X CHECK DAM PER DFtAIL AC 20 A +^ PAVEMENT 4" SEWER LA79W.. SEE G' AND CASOA ?A `C L PP _ A t�R^ S�t;GV i y� �, n STANDARD SE-4 ��Y I,VtY„Y'ltLFr:41Y N IT 22 't TEMPORARY STABIL12 + ED i ---' ' CONSTRUC71ON ENTRANCE t r� ! i PER DETAIL Y AND CASQA DETAIL IC-1 =. i `z 1 f N 45,E 4 u�Iv t C. €YAu 1 P ;l 14 7 T / 1 4� i3 EE ' JAJ fiE3 WALL 5 r. 13t �4.,fi 7 �eC�j �— tR,G^ c v;4: i !4501 ,f ? 1 9 l,»' 1¢6.. FL ; '4{3�.D-f--G' {, _.`°'-_:_!sue_y�'CA ft' A1,`•'y+�. �` /'ii l \�' � 6, 45 FS � a � 146.65 4'+.60 Iv RqD TEMPORARY GRAVELBAG ? 144.60 r ' TEMPORARY VELOCITY _ INLET PR07ECPON PER , .� f �S 4� n TEMPORARY SILT FENCE DETAIL W& CASQA - PER DETAIL `I' AND "l'1 CHECK DAM PER DETAIL CASOA DETAIL SE-1 DETAIL SE -10 1 G AND CASOA I) 2 BAGS Nlgf P ) STANDARD SE 4 f ( / ��75� f f 1 CI ri APIA 254 -01Lt Y. P 4it,`G ( �` ; ` TEMPORARY GRA kBAG l INLET PR07EC71ON PER & ? ,� DETAIL 7i' & CASQA } t- k �, 46.0 FG 4£ r� . S 4 DETAIL SE 10 a ao -x/47;!0 i4 �� 146.7? FS nt d6.65 FS --------- F RESlj7 -0 FA(E I ; 4 i i Q iS _""'� '`t Lr 876 SF Jiff DO > 0 ' ! TEMPORARY VfLOCI1Y i PAD ;46,0 FS — l � ,-' CHECK DAMPER DETAIL f 65 a , - G'ANDCASQA STANDARD SE -4 { �� TEMPORARY kELOCITY It c - SL 4t of I :�4 \ t CHECK DAM PER DETAIL ° 1 TEMPORARY SILT fENCE '. G' AND CASOA PER DETAIL Y AND 146,0 ' G\ STANDARD SE -4 i*� i CASOA DETAIL SE-1. 8 I ,r /,. t r ; 35 OJ r / � 1 + ! I a c v4 -4-) 9 fiDiN ,'�, ssrrta tS /,...y I - :.- A�.'' �, r� r ` TEMPORARY VELOCITY M11 1 - i CHECK DAM PER DETAIL '4 ; — 4'00 N G AND CASQA STANDARD SE -4 *= 4.Si FG' • } i TEMPORARY VELOCITY ' �, ? 5D ;—� -- >� CHECK DAM PER DETAIL ' 3 t = 'G' AND CASQA 5 1451 5 I- - / a STANDARD SE -4 - - s � 0 4 t r i 1.G ;d° A i f +` 146 D ZE ! P 5 146 0 fG el IN � / 1 NEW + f wrn,, Yk >fEENcE t � it E TEMPORARY VELOCITY t ;. $ _ 61 CHECK DAM PER DETAIL 149.0 cI: ; d G'AND CASOA STANDARD SF -4 1U1$55f, l L 8 i q ?b F i`-, r j 1 l a TEMPORARY VELOCITY + VW #46. f h CHECK DAM PfR DETAIL , y1" jE E 7 RMr`S J f o ry G'ANDCASQA rlA d >r ,x.r i �'. _WS i UCT `f h j STANDARD 5 4 °If1 �Wdc( G- .S�} + i A r,. 13/ . ti &` 1 C =at its 7. f Y r` �t 146,10 Fu` a TEMPORARY SILT FENCE �` yF 146,0 F'C / 43.5 rt PER DETAIL `I' AND ? TEMPORARY VELOCITY �? "' ` i` � l ' -9 P CASOA DETAIL SE -1 9 ND. WALL CHECK DAM PER DETAIL �� ,� 3 f / P 147.!0 W G'AND CASQA ���1 47.0 FG �. `� STANDARD SE-4 , b �.f 44 TEMPORARY SILT FENCE `ASS PER DETAIL 'I' AND � � ; , ,,, � � �, `; i i n�iFiOf4 Y ! TEMPORARY GRAVELBAG f �4C F CASQA DETAIL SE -I i , 4 J� I L', �+ `�� INLET PROTECRON PER If DETAIL N' & CASQA DETAIL Sf -10 ` _ f G' i 143 t2) 25 RYSL?' r4 i r ir' - it n WJ ki J Pk 254 191 -4 \ COVENANT NOmD1NG THE t V / IEMPORARY,LT FfNC£ CITY HAkMLE -5 F 0ar?05S" i PER DETAIL AND LOT DRAINAGE RfCO -0, CASQA DETAIL SE -1 ON AS j tit +L \ r`471 FC DOC ' �P F 2, c y: + 6 mo at AI r r 4 2; ; ,� i1 - -n J' r t tYM 6 >Bfc`R crsT`q.41 SEf 1 rstx$iRD('TJJ,Vk (11 ^rE 22. j / 1 4 £ y }' / -i ''}i _� I, R .�,f�' i FA % A'C � 24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWAIER QUALITY FOR DRAINAGE OVERFLOW ASSOCYA71ON (CASOA) STANDARD DWG NO. WHERE NECESSARY 7 SF-4 FOR ADOIRONAL INFORMATION " \_INYtB MIKA, W(AYLL UAW 0REO STAGGERED (TYP.) TYPICAL VELOCITY CHECK DAM NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 1 3 ATTACH THE RLTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. c -11= NOTE.- AL IDWARVE SILT FENCf CONSTRUCTION MAYBE USED IF RRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE DEX RNG BASIN NOTE RIORETEN7701V BASINS SHALL BE EXCAVATED AND USED AS DESIL17NG B4,90 DURING CONSIRUCRON. THE SILT ,WALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLEIED ONCE RNAL NIT` STABILIZA77ON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR RNAL 2. STAPLE WIRE FENCING TO 114E POSTS C 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SEE CALIFORNIA STORMWAMR QUALITY ASSOCIATION (CASOA) STANDARD DWG NO SE-1 FOR ADDITIONAL INFORMATION n "B AC WA7,rR JNE 4' PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS a SEE CALIFORNIA STORMWALER QUALITY ASSOCIADON (CASQA) STANDARD DWG NO. S£-10 FOR ADDIAONAL INFORMATON I I =1 I 1 "'- WOVEN FABRIC GRAWIBAG TYPICAL INLET PROTECTION NO SCALE SEE CALIFORNIA STORMWA TER QUALI TY ASSOCIATON (CASOA) STANDARD DWG NO. TC -1 FOR ADD11701VAL INFORMATION N 1 " =10' 0 5 10 20 1,f,X 0jz GREATER THAN 3'® BUT SMALLER TNAN fi Q 'MIN. FILTER FABRIC EXIS77NG GRADE S£CROV A -A NOTE: CONSTRUCT SEDIMENT _20'R BARRI ER AND CHANNELIZE RUNOFF } TO SEDIMENT WRAPPING DEVICE �. W N. VI l� I A LCORRUGATED LA STEEL PANELS 25' MINA MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE (;�;J_ No. 44173 06 -30 -17 H WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED NAfRC NO. DESCRIPRON APPROVED DATE BENCHMARK SCALE AS -BUILT SI : i DRAB BY CHECKED BY ENGINEERWODIVIS/ONAPPROVALS CI TYOFENC INITAS- PUBLIC WORKS DEPARTMENT /)s U Z -2•' 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE DAIUM.• NA VD 88 ELEVATION.• 67.639' NIA w w Z PLANS PREPARED UNDER SUPERVISION OF DATE : &.& U �� R.C.E. N0.: 44173 VINCENT L. SAMPO EXP. 6130117 ENGINEER OF WORK RECOMMENDED: APP D: A MA,H MAW GLENN PRUIM PuevC WbRK DER[ roR a� ( 6.1 ( 4 2K �` DATE DA 1E GRADING PLAN FOR: FRAAE RESIDENCE 489 DEER PA TH / EOL US A VENUE CASE N0: 16 -007 CDP APN: 254 - 090 -57 DRAW/NGNO. O 12869 -0 Q ; U • - ®-- SHEET 3 OF 3 WINCENT L SAMPO ENGINEER OF WORK H WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED NAfRC , U Z Z Z w� o w w Z z w DRAW/NGNO. O 12869 -0 Q ; U • - ®-- SHEET 3 OF 3