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2017-13273 G (Plans)RIGHT OF WAY NOTE 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 WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE 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. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION & FOUNDATION RECOMMENDATIONS FOR THE NEW DIVISION OF LAND LOCATED AT 544 HYGEIA, ENCINITAS, CALIFORNIA" DATED AUGUST 29, 2016, PROJECT# 145375 -1 AND THE UPDATED REPORT TITLED PROPERTY LOCATED AT 544 HYGEIA, ENCINITAS, CALIFORNIA UPDATED LIMITED GEOTECHINICAL REPORT' DATED DECEMBER 12, 2016, PREPARED ENGINEERING DESIGN GROUP, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 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 CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE 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, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOOURRS 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 - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. 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 PROVIDED STATING: THE GRADING UNDER PERMIT N0. 301 90 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS R_ QUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID "?AMAGE TO ADJOINING PROPERTIES 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 OBJECTIONABLE 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 CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 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 OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVATION OR DISTURBANCE OF IT C Y TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALBERT BESSUDO AT (760) 452 -3340, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION 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 POTENTIALLY 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40i). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. NGE NO.1 DESCRIPTION I APPROVED I DATE STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER 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 29 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 /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. & ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL 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 FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER 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 CONSTITUTE REPRESENTATION AS TO 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. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY 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 OWNER 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 FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED 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 CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 10. LEUCADIA WASTEWATER DISTRICT NOTES 1. LWD 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 CONSTRUCTION. 2. REVIEW ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARENTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 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 WITH THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DISTRICT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIES AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL 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. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3 011 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 3.732 SQFT INCREASE IN IMPERVIOUS AREA: 721 SOFT IMPERVIOUS AREA REPLACED: 3.011 SQFT BENCHMARK SIDEWALK LOCA17ON: 37' EAST OF TRAFFIC SIGNAL RECORD FROM: CITY OF ENCI CONTROL POINT NO. 1024 ELEVATION: 178.543' DATUM: NAVD88 �T HORIZONTAL: 1" = 10' VERTICAL: LEUCADIA WASTEWATER DISTRICT NOTES 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLE SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. S -32, 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXIS77NG SEWER SHALL BE TEMPORARILY PLUGGED AN BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPOARARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 19. 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 REPAIR COUPLINGS SHALL BE RUBBER GASKETED 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 ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TP VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 21. 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 CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN ECHECK 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 LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT- CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY 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 STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE 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 AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES - A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION 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 MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 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 CONSTRUCTION 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 EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE - STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION 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 STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING - CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICA77ON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - (760)- 633 -2650 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICA170NS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPEC770N. PHONE. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNER ALBERTO BESSUDO 940 SEALANE DRIVE #10 ENCINITAS, CA 92024 SITE ADDRESS 544 HYGEIA AVENUE ENCINITAS, CA 92024 LEGAL DESCRIPTION PARCEL 1 OF MAP NO. 21321, IN THE CITY OF ENCNITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 30, 2015. VICINITY MAP NTS 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE r SIGNAIURE�, =_� DATE: ALBERTO BESSUDO SOILS ENGINEER'S CERTIFICATE 1, ERIN RIST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 29. 2014 AND FOR AN UPDATE ON DEC • 12.201#0 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING P ANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJE H THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 65122 EXP. DATE: Oq -30 -17 JOB #: 145375 -1 ENGINEERING DESIGN GROUP 2121 MON77EL ROAD o. SAN MARCOS, CA 92069 °a PHONE. (760)839 - 7302 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 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 ITS 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 THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, 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 WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ' QFLOF E: O H A! °v' 7 C I F. SIGNATURE: 0 DATE: Z !� BRIAN M. AMODNO RCE No. 71651 RCE EXPIRES 12 -31 -17 w 'm No. 71651 PASCO LARET SUITER & ASSOCIATES Exp. 12/31/17 535 N. COAST HIGHWAY 101 SOLANA BEACH CA 92074 EARTHWORK DATA STEEPEST EXISTING NATUR MAXIMUM VERTICAL DEPTH MAXIMUM VERTICAL DEPTH CUT = 350 C. Y. EXPORT = 100 REMEDIAL = 430 AL SLOPE ON -SITE = 2 H 1 V OF CUT = 4.1' FT OF FILL = 2.5' FT FILL = 250 C. Y. C. Y. _ C.Y. * ES77MATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORE77CAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC71ON DEPTHS. W LEUCADIA WASTEWATER DIST. FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1 PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER FL> er (Jt� 1160A RCE EXP. DATE is A°I[ufflY`ilf'+1'i.d 1 2 `{ . ( ) SIGN DATE FIRM DATE S -BUILT DESIGNED BY. DRAWN BY: CHECKED BY. PLANS PRE _ ARED UNDER n BRIAN M. ARDOLI SUPERVISION OF DATE: 91•I1 R.C.E. NO.: 71651 EXP.: 12 -31 -17 ENGINEER'S NAME DATE S INSPECTOR SENIOR ENGINEER a? -7-1-1-1-7 /5 � AT SIGN DATE SIGN DATE VON DATE ENGINEERING DIVISION APPROVALS RECOMMENDED: APPR VED: JES E OWENS RANK BELOCK e /aA? 9-8 7/*--) DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. CASE NO. 16 -241 CDP 544 HYGEIA AVENUE DASMOD LLC APN: 256- 110 -77 -00 13273 -G SHEET 1 OF 3 PLSA 2515 W ti ¢ c3 o^ ¢�rl } N ck� 3rn SQ c U tiF..0 N Q�m �2Z ¢MO GRADING NOTES: 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRE77ON OF THE CITY FIELD INSPECTOR. A WRITTEN LE77ER 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 WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. Z FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL PARCELS ARE SUBJECT TO ARCH17ECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDEN71AL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. MONUMENT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTA77ON AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA77ON BY A LICENSED LAND SURVEYOR OR A kEGISTERED CIVIL ENGINEER AUTHORIZED TO PRAC77CE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. NOTES TO CONTRACTOR: U71LI77ES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING U71LI71ES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF U77LI77ES UPON DISCOVERY OF DISCREPANCY. CONTRACTOR TO COORDINATE WITH SOWD INSPECTOR FOR INSTALLA77ON OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HARDSCAPE, UTILITIES, ETC. SPECIAL BMP INSPECTION NOTES PROGRESS PICTURES OF BIORETENAON BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVATION 2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC. 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED NOTES. 1. FRONTAGE IMPROVEMENTS PER 12385 -1* TO BE MAINTAINED WITH ENCROACHMENT MAINTENANCE & REMOVAL AGREEMENT PER DOC 2015- 664795, REC 12129116 *NO OCCUPANCY UN77L SAID IMPROVEMENTS HAVE BEEN CONSTRUCTED. HYGEIA AVENUE SEWER LATERAL DATA oo\ IE OUT STA77ON & OFFSET INVERT AT DROP AT LENGTH IE UT LATERAL GROUND PL TO IE PAD UPSTREAM BACKWATER PARCEL OF LATERAL MAIN IE MAIN Of LATERAL 0 PL SLOPE X ELEV. ® PL DEPTH ELEV. MH RIM ELEV. VALVE REO'D 1 0+49.22 RE 30' 114.8' 1.2' 33.4' 116.7' 2.0 125.4' 8.7' 119.3' 128.5' YES RETAINING WALL VA f F �mm - I f)pl OF 119.3 / ' SLOPf 13.0 I ' 105, CONNECT TO lE i18r2 \ % CATCH lE 111• i tic a: CL IS ILA 0°0' "r < V 'A ;use 111.y. 'It aE 110 °D �t F�I� +f� a p ow 0 a �pOL i �8 -2� IX. WATER � METERS LN%6?% L- L 44&4 � LAWN 3P it" ROOF LINE OVE 3. / (CANTILEVER D) f 1193 i J FS 11996 0 Aff*- 2W- 1X}-77 1 - .0 PAD 119.2as;.2 PAD - W.3 - --- '' FG 19.3 , 12 4" PVC 0 IX !E 11zs � f QARA4GIE q ' TG 119,2 / 1210 !E 1178 F 120, ,' 12 GF 120.8 12% �;L X12i _ \•V.,��'i ��'� Quern � �z •�V: == "�*� >�--T' c).�'"�-�° /_�' ., � � 2"x12 " "IN • ° PIG1C � � ,�w _�23.3a -, � 24 Yk' � f % TIN IE IN =1"- A =� 47 oo\ IE OUT APPROVED DATE BENCHMARK �j 01 AS -BUILT { Cl> \ t DRAWN Br. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. l £� , t , DESCRIPTION: 2.5" DISC IN SOUTHEAST SIDEWALK LOCATION: 37' EAST OF TRAFFIC SIGNAL RECORD FROM: CITY OF ENCI CONTROL POINT NO. .1024 ELEVATION: 178.543' DATUM: NNAV W))> HORIZONTAL: 1" _ 10' VERTICAL: � X1911 3 REC MMENDED: APPROVED: ��� JES E OWENS RANK LOCK � S -7 �- g / DATE DATE GRADING PLAN FOR: 544 HYGEIA AVENUE DASMOD LLC APN: 256- 110 -77 -00 CASE NO. 16 -241 CDP 4 \ Nt 156 I Cz 25 J G i2. t ,j V b ' _ z3 gw [l�t.lO ° AE ii8 1 b Px: i i J v iWe 127,0 Tv_W lzs -v 7W ®STEP 125.0 gw itt•3 BW 121.5 3BRR39 C-1. 1 ,s RET. WALL PEa E1 1 _ 12r "2� /E D s 0 -0 9.22 30' SEWS LAT, MAIN,,; S =17,2 ,32 /EX 8' VCP t P \ LWD SMI 1.12 i ,ilOf -0x PP REAhAIN , 1f -, 17.8 \ l� IN PLACE ` N , 2" j16-0V 11p' \.✓ tl g R VTp�P PLAN tauL. (zF -0ru) (®" 1141*'• S ALE: 1 " =10' �. 1=6�RP X. G4BION WALL // W D•C• { y +�vmi- ��bAQ PER 13090 -G IB `•e.L Cfl.. IV wpp11 - IAIb,1MU1K 1,lATER2�DF1'�G t © WL . R541r4 h �t,tPtGATW -& �a " IRON PIPE W/ DISC LS "w > IK ®� P+�1N gEilptlt � 2789 PER PM 2256 UE4T• REAR +�' O.C. o "" ' PROTECT -IN -PLACE x)01 1� 4J1 "NIN. 1 G^ A,1 Q DE t&n7 � �� STLN 4 +looK �,�.OSS HYGEIA AVE TYPICAL SECTION NOT TO SCALE 1� 9 &^%q* Rat put 2 %y TkbAt �xz smovRAL RW%&./ �19 0�• NaC\, RsRaer�o 8YE,r16lc GAP WITH " AF RAW C*Wk 11 -63 0'X6' MAX CRUSHED ROCK (a) Iry 9E PCC PAVER 'TaPrl' BT,4 12�� OR LARGER (MIN) Rl f j>Nup($ � �'� CIIG �� :: =i� =1 �i� '._ .t..a 4= � , sr , ?1 -- 1N f�uNO. �. -6.. (1`�P• 9< A " U 3 � CRUSHED ROCK OR LARGER (MIN) `+IALt. AetAIL 'A' 0 10 20 40 PAVER PATIO/WALKWAY TYPICAL SECTION NfS NOT TO SCALE GRAPHIC SCALE IN FEET n m No. 71651 o m CC Exp. 12/31/17 fT9T C1v10 ��\P F OF cp, PLSA 2515 L 0 rn U w_ wU a¢ U m O¢ U) z ¢4 060 0� cl) wr V- o � r w Q o= U Z N Crop a te S LO CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED sr. DRAWN Br. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. l £� 2 1 DESCRIPTION: 2.5" DISC IN SOUTHEAST SIDEWALK LOCATION: 37' EAST OF TRAFFIC SIGNAL RECORD FROM: CITY OF ENCI CONTROL POINT NO. .1024 ELEVATION: 178.543' DATUM: NNAV W))> HORIZONTAL: 1" _ 10' VERTICAL: � X1911 PLANS PREPARED UNDER SUPERVISION OF DATE: Z-71-7 R.C.E. NO.: 71651 BRI A DOLINO EXP.: 12 -31 -17 REC MMENDED: APPROVED: ��� JES E OWENS RANK LOCK � S -7 �- g / DATE DATE GRADING PLAN FOR: 544 HYGEIA AVENUE DASMOD LLC APN: 256- 110 -77 -00 CASE NO. 16 -241 CDP 132%3 -G 156 I NGINEER'S NAME DATE (� i0 C� EVIE R INSPECTOR SENIOR ENGINEER SHEET 2 OF s PLSA 2515 L 0 rn U w_ wU a¢ U m O¢ U) z ¢4 060 0� cl) wr V- o � r w Q o= U Z N Crop a te S LO HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA Z ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM E17HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A N17ROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS17E IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDI DONS FOR GROWTH. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRL`ICH UPSLOPE FROM AND ALONG THE LINE OF POSTS J. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH. (I 110 WI SILT FENCE DETAIL 2. STAPLE EXTRA STRENGTH SILT FENCE OR WIRE FENCING TO THE POSTS. IF USING EXTRA STRENGTH SILT FENCE, POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE - MANUFACTURED SILT FENCE PRODUCTS. 6 IN (15 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC ��( RE�IF INSTALLED) i NOT TO SCALE ADDITIONAL NOTES 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT I ENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27 LANDSCAPE EFFICIENCY BMP NOTES: 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE 2 REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENISHING MULCH AS NEEDED 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 7 FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP) 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER ALLOWANCE) 12 REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE" 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER ALLOWANCE) LEGEND - - PROPERTY LINE ADJACENT PROPERTY LINE - CENTERLINE OF ROAD - - PROPOSED EASEMENT PROPOSED SE713ACKS PROPOSED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET PROPOSED RO NG OR HYDROSEEDING EROSTION CONTROL BLANKET PROPOSED GRAVEL BAG INLET PROTECTION ^ PROPOSED SILT FENCE NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. GRAVEL BAGS OVERLAP -- --® TWO LAYERS OF GRAVEL BAGS RUNOFF W17H ENDS OVERLAPPED INLET PROTECTION NOT TO SCALE A RUNOFF TWO LAYERS OF GRAVEL BAGS WITH GAP BETWEEN BAGS ENDS OVERLAPPED ACTS AS SPILLWAY GRAVEL BAG DETAIL NOT TO SCALE .0 sa 0.0 COARSE AGGREGATE FILTER FABRIC SILT FENCE PER DETAIL THIS SHT IND f NOTE. CONTRACTOR TO MODIRY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE DITCH SCALE. 1 " =10' 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A CONS7RUC77ON ENTRANCE DETAIL NOT TO SCALE SILT FENCE PER DETAIL THIS SHT. (TyP,) No. 71651 Exp. 12/31/17 2.3_kl T, N \ 0 GRAPHIC SCALE IN FEET PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com C DESCRIPTION APPROVED DATE BENCHMARK SCALE -BUILT DESIGNED BY.. DRAWN BY. 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. W.kp% DESCRIPTION: 2.5" DISC IN SOUTHEAST y PLANS PREP RED UNDER SUPERVISION OF RE OMMENDED: APPROVED: GRADING PLAN FOR: (3) SIDEWALK 3 ��,)O� DATE: l 544 HYGEIA AVENUE. LOCATION: 37' EAST OF TRAFFIC SIGNAL HORIZONTAL: 1" = 10' = -Cr f DASMOD LLC 131-73 'G RECORD FROM: CITY OF ENCI CONTROL POINT ENGIN ER' NAME DATE R.C.E. NO.: 71651 JES E OWENS RAN LOCK N 1024 VERTICAL: / > APN:256- 110 -77 -00 ELEVATION: 178.543' s 5 (o• -i '2 DATUM: ALA V086 REVIEWER I INSPEC R I SENIOR ENGINEER BRIAN "Af DOLINO EXP.: 12 -31 -17 DATE DATE CASE NO. 16 -241 CDP SHEET 3 OF 3 PLSA 2515 0 N rn U W = F U Q Q Um U Q z Q J xs U h o � r Q �_ O N U) z <nL dto Co f. f�.f�f�f�f� %f�,fif�f�.f�.� ORIGINAL f h1-9� Y� 1 Y f-1 I 1 I f f• • • Y -Y Y -Y Y Y -Y • _f• • f 1•.t Y Y Y��. GRADE �Y • RADIUS 1 I MIN. 1 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A CONS7RUC77ON ENTRANCE DETAIL NOT TO SCALE SILT FENCE PER DETAIL THIS SHT. (TyP,) No. 71651 Exp. 12/31/17 2.3_kl T, N \ 0 GRAPHIC SCALE IN FEET PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com C DESCRIPTION APPROVED DATE BENCHMARK SCALE -BUILT DESIGNED BY.. DRAWN BY. 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. W.kp% DESCRIPTION: 2.5" DISC IN SOUTHEAST y PLANS PREP RED UNDER SUPERVISION OF RE OMMENDED: APPROVED: GRADING PLAN FOR: (3) SIDEWALK 3 ��,)O� DATE: l 544 HYGEIA AVENUE. LOCATION: 37' EAST OF TRAFFIC SIGNAL HORIZONTAL: 1" = 10' = -Cr f DASMOD LLC 131-73 'G RECORD FROM: CITY OF ENCI CONTROL POINT ENGIN ER' NAME DATE R.C.E. NO.: 71651 JES E OWENS RAN LOCK N 1024 VERTICAL: / > APN:256- 110 -77 -00 ELEVATION: 178.543' s 5 (o• -i '2 DATUM: ALA V086 REVIEWER I INSPEC R I SENIOR ENGINEER BRIAN "Af DOLINO EXP.: 12 -31 -17 DATE DATE CASE NO. 16 -241 CDP SHEET 3 OF 3 PLSA 2515 0 N rn U W = F U Q Q Um U Q z Q J xs U h o � r Q �_ O N U) z <nL dto Co