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2015-12429 SG (Plans)RIGHT OIL WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 4B HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. DRADMGE 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 AOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL ADM 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. NOT APPLICABLE. 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 (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 730 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 4B 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. ----- SG HAS BEEN PERFQRMED 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 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 REQUIRED 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 PONOING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE 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 CONTRACTORS 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 NET 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 CITY 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 PROJECTION 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. 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 CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760) 633 -2600 B. GAS & ELECTRIC - SOGE - (760)- 438 -6200 C. WATER - SDWD - (760) 633 -2650 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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 INSPECTION. PHONE: (760) -633 -2770. ALL WORK PERFORMER) WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CWTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ELIZABETH TAYLOR AT 760 - 815 -7880, 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 LNFORESEEN 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. B. 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 PDX). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STOR WATER POLLUTION WVIROL POST CONTTR CTION RVDF 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 COLLECTION 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 ANDIOR 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 2% 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. B. 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. STDF?NMATER POLLUTMN COWROL BAP AMES RELATIVE TO 0M7RLCTI0N ACTIVITIES CONCRETE WASHOUT 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 SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AW Y FRDM GUTTERS AND STORMORAIN 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 UST 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 NET 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. 1. OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. OMM S CERTDTCATE 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. UNDERGROUND. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM ENGINEER MAKE SUCH CHANGES ALTERATIONS OR STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR CONVEYED TO AN APPROVED DRAINAGE FACILITY. AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 4. EROSION CONTOL 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 FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED I/ SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ELIZABETH TAYLOR DATE ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER ENCINITAS UNION SCHOOL DISTRICT WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY 1. DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO ENCINITAS CA 92024 WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS 2. OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND 3. CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. STMOTER POLLUTI0)V C WR L BP AWES RELATIVE TO CWTRLC77ON ACTIVITIES CLNIT.., EROSION CONTROL CONT... 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 FLOWS AND STOAMORAIN 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 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 DUTAPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS 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) 7114 -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 STORMORAIN 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. SAN DIEGUITO WATER DISTRICT 1. 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. 2. 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. 3. 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 COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. 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. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. B. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -16. EAAK DATA 0 CUBIC YARDS REMEDIAL 0 CUBIC YARDS EXCAVATION (CUT) 260 CUBIC YARDS EMBANKMENT (FILL) 260 CUBIC YARDS IMPORT DECOMPOSED GRANITE: 200 CUBIC YARDS IMPORT 314" GRAVEL/ CLASS 11 PERMEABLE BASE. 70 CUBIC YARDS IMPORT ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION ENVffVANENTAL NOTES: THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). THE MAXIMUM VERTICAL DEPTH OF CUT IS NIA AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS NIA A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = NIA OF CUT AREA OF CUT (S.F.) BJ AVERAGE DEPTH = VOLUME OF FILL (C.F.) = NIA OF FILL AREA OF FILL (SF.) SEMEN NOTES LEGAL DESCRIPTION ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC THE SOUTH 63' OF LOT 5 IN BLOCK B OF ENCINITAS HIGHLANDS ENCINITAS UNION SCHOOL DISTRICT WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO 499 QUAIL GARDENS DRIVE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION! (ADOPTED BY THE SAN MAP THEREOF M.2141. FILED IN THE OFFICE OF THE COUNTY ENCINITAS CA 92024 DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE NOTED. APNm EM AXEM 2. PIPE AND BEDDING CONDITIONS: 254- 663 -01 499 QUAIL GADENS DRIVE (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. LAAOS(.APDtiG - ENCINITAS CALIFORNIA 92024 (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING FREE - DRAINING GRANULAR MATERIAL HAVING A SANK) EQUIVALENT OF 30 OR BETTER. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 1 AND APRIL 15. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE EXISTING PROPOSED* TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD P1o.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF 26,014 SF 26,014 SF 0 SF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. EXCLUDING ROOFTOPS 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10, TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. OMM S CERTDTCATE 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ENGINEER MAKE SUCH CHANGES ALTERATIONS OR 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 HOURS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770. AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FOR A PERIOD OF ONE I/ YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR ELIZABETH TAYLOR DATE REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE ENCINITAS UNION SCHOOL DISTRICT DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS 499 QUAIL GARDENS DRIVE WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER ENCINITAS CA 92024 TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. 15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 17. WASTEWATER DISCHARGE PERMITS AND PLOWING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. VICIlim MAP NTS TOTAL AREA OF LAND DISTURBED: 35,360 SF w vn � a, pno: THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER 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. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFUMED 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY 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 HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE W PERFOR6E�BY THE ENGINEER. BY.' BRIAN MICHAEL ARDOLINO DATE ACE No. 71651 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 E1 ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING 1 North Highway 101, Ste A, Solana Beach, CA 92075 658.259.8212 1 fr 858.259.4812 1 pleaengineering.com No. 71651 Exp. 12/31/15 1 BMP STATUS: 1 AS BUILT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUI'TO WATER DTS'TitICP REVIEWED BY.. P9VIFWED BY: BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 E2' 1 DA EXP. 12 -31 -15 DATE: n rneu rr inr rvn rnrn n vrAnn er-rrn ne-rr REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING UESBMAo er URBMA er CHECKED er_ APPROVALS Cry OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2.5" CITY OF ENCINITAS BRASS DISC. STAMPED PLANS PREP APED UNDER THE SUPERVISION OF RECOMMENDED APPPO SIMPLIFIED GRADING PLAN FOR. _ 'EMC -27" IN THE TOP EASTERLY CURB OF REVIEWED BY'' - PASEO DE LAS VERDES AND CYPRESS HILL AVE HORIZONAL N /A - CL 'r, _ BY: 4� UAII.. GARDENS DRIVE - - - - -- - RECORD FROM CITY SURVEY CONTROL NETWORK. r ti DATE: i } _{ BY: /V I . /j/, Q �Z459 __- -- -- MASIH MAHER GLENN PRUIM 6 L /�s _- R. C. E. N0. 71651 ENCINITAS COMMUNITY GARDEN -- - - - VERTICAL Nl_A_.__ DAT . BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 �B A.P.N. #254 - 663 -01 SHEET 1 OF 3 11EV. 312.567' DATLWk NAVDBB DATE: 6119 i t S DATE: LDP: 15 -028 CDP 611612015J. \Active Jobs \Encinitas CG \ECG.pro r J� LANDSCAPE EFFICIENCY BAP NDTEaP'' EXISTING WATER ( III IN28'10'5 EASEMENT REC. 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS 9 -22 -1986 AS FILE INTO STORMWATER BMP AREAS. NO. 86- 418115 27 r N74''09 "W r 4 AND 86- 418117 2. fAAIGATION SHALL BE DESIGNED TO LANDSCAPE I I I 29 ✓23' _ , 133 A / // OT IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA ; / � �' ~ _ '" '" _ -- : - \ � ', `� \ LOT � i 3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES SW 114 NE 1114 / �� , ' � - � � �� � /i / / � V � \ �� � (OPEN SPACE) AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED N60'19'44'W t �, ov �2 i l ON MOISTURE REQUIREMENTS SEC 10 I I I I t 24.90 _ , ©A 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH T135 R4i11 / / \ ` y� 9A4'_ RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES I I I I 1 - -( p- \ \fp f E� 21.92 l/ 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA �' /� �/ - - A 5 '35' 08 "E 56.94 ' c� SOAKER HOSES OR XEAISCAPING N54'52'40"'W / i N22'48'56 "W R / 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS I III 44117'-- 4117' f/ / / EXISTING WATER % V � \sV � .- '- '" � � -' ARE TO BE USED THROUGHOUT THE LANDSCAPE .' � - EASEMENT REC. / A - 7. HIGH WATER USE PLANTS WILL BE LIMITED II I l / 9 -22 -1986 AS FILE ` B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. N0. 86- 418116 IN61'03'`�S "W �\ N58 32'02 "E 12.03' '� _ -- - " -� r r ,r N1S'53 56 "W 19.63' 01 LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE. AND 86- 418117 19.10' \ \ - - �►� \ ' 1 9, A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING �� - A. IRRIGATION WATERING, RUNOFF EROSION OR IRRIGATION I j t �\ A '' - ' 21 - Y�•%�23a N13 °05'57 "W 31.77' SYSTEM FAILURE / j B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS I I ( I jN74'27'25 "W %% t i , �` ti N26'S1 38 "W 23.45' v_._ -.� 13 8-� - 1410,1.22 s N09 37'09 "W 42.56' C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION 3°4.39' �59 , \ D. ERADICATION OF INVASIVE SPECIES PRIVATE WATER---�I E. REPAIR IRRIGATION SYSTEM & COMPONENTS EASEMENT TO ECKE F. REPLENISHING MULCH AGRICULTURAL FIELDS G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND PER MAP 13998 ( I I I I t !n � " \ � �� � �1 e � ✓ -� -' � _ � MAINTAIN HEALTHY PLANT GROWTH. AND DOC # l r , H. FERTILIZING, PRUNING WEEDING AND MAINTAINING HEALTHY 2003 - 1116323 AEC. l / I;`'M'To i � t4�_ � - - ? % - r / N05 *34'56 "W 34.92' 9 -11 -2003 I I I I I j 2 \ ►�. ,_ . PLANT N17'13'21 "W 12.15' � � ? � 1. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS. " J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE l f' \ �"�"` y N26'51'38 "W 23.45' ° 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WAFER FEATURES l 1 H 11. MULCH WILL BE USED ON SLOPES LESS THAN 3:1 TO A DEPTH j z N I � t � s '53'06 "W 30.35' OF 3" �O MINIMIZE EVAPOTRANSPIRATION. EXISTING 20' ROAD 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL. EASEMENT REC. I II I ( \ SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL 12 -10 -75 AS FILE NO. { r �� \� 5- t �` �29 �T.71�f DEFICIENCY AND OFFER AMENDMENT RECO*ENOATIONS. 75- 100308 1 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE I III / ! ': 1 / -- ! MAXIMUM APPLIED WATER ALLOWANCE (MAWA). ( i if LOT 9 MAP 13998 i r ` -- \-/--230 LEGEND EX AC PAVEMENT t It it:' PROPERTY LINE I IIII =I 1 i r� / 2; �' ya i my ru f j PROPERTY SETBACKS i y � l 7 �# PROPOSED CONTOURS 255 III EIGHT (8) PARKING SPACES ON DRIVEWAY 3 EXISTING CONTOURS -- -E55 -- l i r` f j , - AVAILABLE ON WEEKENDS AND WHEN - �� SCHOOL IS NOT IN SESSION EXISTIyy� 16' x 165' (2,640 SF) / rll l _ III BIDRETENTION FACILITY i EXISTING EASEMENT - - - EXISTING 2' StlG &E 1 I ! j 'l�l w �'16� 2 lL -24' MIX SOIL DEPTH EASEMENT REC. l M Y 2 -18 -1929 IN BOOK II PROPOSED LIMIT OF GRADING I III I h 1590, PAGE 189 OF DEEDS 1 1 ( ,r;lt ro PARKING NOTE.' I 1 o`v ONE 15 GALLON TREE IS REQUIRED 3 / 225 20' WIDE EXISTING - CENTERLINE - l I I �.� I II I I / 1 i ! l `� i - UNDISTURBED CONVEYANCE ` AGRICULTURAL AREA PER - r ? - / /� _ - SYSTEM TO COLLECTION POINT AGRICULTURAL AREA PER / 12 FOR EVERY 5 PARKING SPACES EXISTING WATER MAIN "r (I t � � 7 AND NOT TO BE DISTURBED CDP CASE N0. 12 -112 - f - - -W 4d - -- �. --' I I� I I J i �' I , � / \ 4 t i'' UNLESS APPROVED BY THE /l 225 ' CITY OF ENCINITAS EXISTING SEWER MAIN EXISTING GAS MAIN - �_� (I I �- . II I - i IoIIIII I I/ - - - 51 2j-( LAX DRAINAGE DIRECTION 16 0 �� 1 f S, ifg� j �� 1 FLOWLINE DIRECTION I I�ci II I l I 1 i �' 1 I / A I I ; II ltd I - 4' ❑ 22 7�_' aW 1� AREA OF OPEN FARM FIELD �E ( I I I II 111/ t ,m, �7� ' e .. I J/ 1 K EXISTING CONCRETE / ll i J ., 4 } - - ��I OVERFLOW SPILLWAY F.D� NOTEa^' `I I� �I� �r�' � � �a , - , � _� i A � 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH f - t DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAT[ �- y�3g �n� �� ' ��j IZL INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH / � 4f.33 ii -�4 TIE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. _ II` / LANDSCAPE . 1 °. _ d 1 AREA OF OPEN FARM F� 2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN . ! MAINTENANCE EASEMENT INSTALL 4' CHAIN- ARROWA(TYP) �e p`�' UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET - ' ,' PER MAP 13998 LINK FENCE (TYP) LOT 21 6 INCHES. /pRoto f. LOCaviCB GA E 10' x 12' �I O I 10 GREENHOUSE p6 j 3. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND - ' i 38' E� MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS I L +� l COMPOSE i 3� 6 : __,, .; �� �, BFPO THAN 75,000 POUFS AND SHALL BE PROVIDED WITH AN / �f ! BIN _i / i v -'_ -; +_ - B x 10 CONX v PER NR-01 -° .....+ APPROVED PAVED SURFACE TO PROVIDE ALL J i I I �' I ! BOXES 1 EX CULV I - k - - - .: __ -- -- �� IJ ===-- - W -- --- -- W - W _ -. -- DRIVING CAPABILITIES. AMENDMENT 503.2.3. - pCE"' - - -- } _ +..•� -- ' - r� a + _ W Y W W - -- j RESTROOM CA P •• W _ a 4. ALL FENCES AND GATES SHALL COMPLY WITH 2010 1B PPR Q GPp1TL "�� R 1- WA A L-1 05 CALIFORNIA BUILDING CODE SECTION 442.3. 4 3/ p SE �„ .. � pY D - 00 �� f° - ✓`� 3 p Cl SE BASF - 46" R�TEM' p L �'� �" . LAIME 1. 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING .- , ' i II ' E ,pEfltlEpS SLIDING GATE 4 d� +do�a-44 " " }� -J C SDR-35 WER - -- "� CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL i " I �i j \ \ ( B• p6 ( - + "'" ` d 39 00' - i B PV ?� f OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED --+ I' 2�� 1� - �. + _�. A - -_. 5_- TO THE SATISFACTION OF THE FIRE DEPARTMENT: _ _ - \ r r i� T\ pG fr ./�'�� Vf °" r� 2028 "! -'- - -`- A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND �� \� APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENTII / - t b`" ry 3" OR AGENCY,' 5 O P TREE FORES -✓ - r _ - - ``� ~ ~~ B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL Ma ZgLE -- - BFPO BE IN PLACE TO PROVIDE A PERMANENT ALL - WEATHER (� i 5D E'k�� - PER WA -01 SURFACE FOR EMERGENCY VEHICLES,' AND 12 �� I -� y� L i Ep y%�� + -SEWER SERVICE C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND EXISTING 12' S_gG&E' II /`� i' - s� f POINT OF ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE PROP PLANTER BOXES I I I 10 - ' w 3t EASEMENT REC. yc� CONNECTION WATER DISTRICT. 4 -29 =75 AS FILE - `.. II FILLED W/ 1' DIRT �,% 10 p r ,/1 \/�ri _ _ o (IE 206.6 PER RECORD N0. 75- 100308 -. Q,� PLAN ES -292) ( in PED ACCESS &ATE+ 1 F B r ^- " I\ E ,� E 1P .:..r r'X1 ld iy v WATER SERVICE [REO BY F71tE DEM ") -' p �� " TEES Fpm "' r A DRAT �" / /' = POINT OF CONNECTION EpIBLErr�W ~ -" 4 v 6 (IE 215.8 PER RECORD iro INSTALL 4 CHAIN- EUSp "� - /!/ V(( / Z iv, PLAN ES -292) I� IIII LINK FENCE (T1 P1\ r!'�;i GRAPHIC SCALE 1 " =40' 1 RELOCATABLE CLASSROOM BUILDING - I I III ( ! �r r p p p �� "y{h +� / \� / P 18" RCP CL- 1350 -D S.D. ❑ 40'L x 24'W X 14' -9 "H, WOOD FRAMED, METAL ROOF �' r 18 W � ;MEN �i� // Y PER CITY DWG NO 6266 -1 -- / pa' s28s -1 yG 0 40 80 120 ❑2 AELOCATABLE RESTROOM BUILDING - QROFESSjON 40'L x 24'W X 14' -9 "H, WOOD FRAMED, METAL ROOF �'�� +'� ,� � p � PASCO L�#RET SUITER 10 li /� �QO�Z�NAEC q9� �Z ❑3 REFUSE ENCLOSURE- 30'L x 10'W x 6'H. \ /J � � p n CHAIN LINK FENCING WITH GREEN SCREEN yl W �y �� ✓� � ®RM � W No. 71651 <o m OG ASSOCIATES ® MONUMENT SIGN - 15'L x 8 "W x 4'H, �0 LZ s'" / s Exp. 12/31/15 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING TAPERED CONCRETE WALL 00 "`` �-�� / 1 " =40' 05 EXISTING DESILTING BASIN TO BE RESTORED 535 North highway 101, Ste A, Solana Beach, CA 92075 TO PROPER WORKING CONDITION r ` `. CI ph 858.259.8212Ifx 858.259.4812 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENC RWARK SCALE AS BLMT DESIGNED BY ORBWMA BY CHECKED BMA BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARIWIENT DRAWING NO. 2.5" CITY OF ENCINITAS BRASS DISC. STAMPED P S PRERARED UNDER THE SUPERVISION OF RECOMMENDED APPRO SIMPLIFIED GRADING PLAN FOR: - _ 'ENC -27" IN THE TOP EASTERLY CURB OF ` BY: �_i_ _ BY: - 499 QUAII. GARDENS DRIVE _ PASEO DE LAS VERDES AND CYPRESS HILL AVE, HORIZONAL N/A - - - - - -- - r DATE: G G - -- -- RECORD FROM CITY SURVEY CONTROL NETWORK. BRIAN MICHAEL ARDOLINO DATE MASIH MA GLENN PAUIM ENCINITAS CO GARDEN R. C. E. NO. 71651 VERTICAL _ -�` - - - NI_ R.C.E. NO. 71651 BRIAN MICHAEL ARDOLINO - - - -- - -- ELEV. 312.567' DATUbt NAVD88 EXP. 12- 31 -15� 6/� EXP. 12 -31 -15 DATE: 6 DATE: ___�__,_ ____ CDP: 15 -028 CDP A.P.N. #254- 663 -01 SHEET 2 OF 3 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 OPTIMS 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 7. ITEMS C, QE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE 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 I MULCH APPLIED AT THE PATE OF AID 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 50% OF THE STRAW INTO THE SOIL. EXISTING WATER---,,, N28 010 W_ -k- EASEMENT REC. 9-22-1966 AS FILE 69,27 Zoe Off. A NO. 86-41allS AND 86-418117 N74#27'09"W IN, J 29;23' ---------- NI ✓ "A 90 �7;/ N60*19'44 e Ski 114 NE 1114 SF 24. OA _C 10 T1315 R4N '35'OB"E 56.94- N55 IN54052'40' W N22*48'56"W 21 921, X 'N \\sl EXISTING WA7ER-­*, 44117'-- EASEMENT PEC, t \\ IN 9-22-1986 AS FILE 4 . ... . IN61*03*4-W x N58'32'02"E 12.03' -53-56-W 19 N16 .63' LA NO. 86- 428116 1p. 10 - AND 86-418117 IN dop N13*05'57"W 31.77' .22 -67 lL N26-51"38"W 23.45 3, a N74 *27P O_� 35 700- 5 i5g.,2 "I " I 1--,//�"j/ IN '58. NO3 37'09 °W 42.56 3 39 150-0-0 PPIVATE WATER---�_,,, CR EASEMENT TO ECKE AGRICULTURAL FIELDS PER MAP 13998 A AND DOC # 2003-1115323 PEE f N05*34'56"W 34.92 N17*13'21"W 12.15' , , ; �i <. N26*51'38"W 23.45' N19*53'06"W 30.35' IN i cc C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15-20-0, WHITH 1 EXISTING 20' POAO- SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. EASEMENT REC. 12­10-75 AS FILE NO. I II, I IN N01 '327'.171EI 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. 75-100308 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 I ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A 04W BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 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. ADJACENT PROPERTY DISTURBANCE NOTE 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, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL 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 FENCING, 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 (OCIA) SHALL BE ALLOWED. DGIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. T4Fz_,T_1j ITEM SYMBOL STABILIZED CONSTRUCTION ENTRANCE SILT FENCE _)( _ LIMIT OF GRADING GRAVEL BAGS 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 77 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIPE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. FILTER FABRIC - WIRE J LOT 9 MAP 13998 IN IN IN EX AC PAVEMENT IN cu pi. xI I EIGHT (8) PARKING SPACES ON DRIVEWAY— AVAT"BLE ON WEEKENDS AN6 WHEk F) ---EXISTING---16' x 165' (P, 640 Or SCHOOL IS NOT IN SESSION IN X 0 BXOPFTtNTION FACILITY EXISTING 2' SOGEE-­t­ 2e MIX SOIL DEPTH EASEMENT PEE 2 -18 -1..23 6 IN BOOK I f\ CEO) 1590, PAGE 169 OF DEFOS PARKING NOTE.' 90 3 20' WIDE NEXISTING--i. ru ONE 15 GALLON TREE IS REQUIRED UNDISTURBEOCONVEYANCE Lxj -<- --- , I, FOR EVERY 5-PARKING SPACES AGRICULTURAL APEA PEP­ Hu SYSTEM TO COLLECTION PDINr AGRICULTURAL AREA PEP--- C19P CASE NO. 12-112 COP CASE NO. 12-IIP AND N�r TO BE 11�r 4 UN4, S ARPROVED BY 7 h CITY OF FNCINTTAS IN 1��, K k Co III IN M 5 29 IN, IN % I 7 AREA OF OPEN FARM FIELD XZ5 IN N iJ :n E\XISTTNG CONCRETE OVERFLOW SPILLWAY 11 X � AREA OF OPEN FARM FIE Q, LANDSCAPE 0 -DRAINAGE ry MAIWENANcE EASEMENT INSTALL 4' CHATN---,N ARROW (TYP) PER HAP 13998 LINK FENCE (TYP) r 1 10' x 12; 4 GPEEN HOUSE ljG Campos 7 - It V BFPO PEP KR-01 R_' 10' CONX-,,, Na INSTALL,,SILT rL THIS- BETA S_WE`T__ - ---� � V, W IN Jill." BOXES ill Ik E� CC! VERft - FENCE-PER' -W W INSTALL GRAVEL BAGS PESTPOOM- t PER DETAIL THIS SHEET N TF:R IA'I + nR-18 WA�-:1-j) CL- -j 1 Cl ASS 13�5E- IIG IN INLET PROTECTION 46 F� F_6-q-::rFD WAMTr Er A7 CS, A AB�F- N jr S1, 17DI Al S A il PER CASOA SE-10 NG TE pl,,, \ \ V SOR`5 SENER r j&39 a --- �-` ____ � I I Z -s ­A R 2028-00' CD - - - I , 1, \ " \ ­N I do + 06 .. ...... IN 0 la I � �� '­ _, , -, -�p -,N" -4 4, T I l, A "11", -i�z I 'I � G , C 31 0 ICU Eli" X '4 j5_�- wi D1., Op 000 z BCTg` PER PVP' 9 - > r SEWER SERVICE 46gA�E ­_ FESSj POINT OF �AAEL EXISTING 12' SQGSE EASEMENT PROP PLANTEP,BOYE .... 10 CONNECTION lyN,g -1 15 4-29�71i AS FILE l`1LLLLJ W/ I DIRT N'11' _1 s � _­� _,", F CIE 206.6 PER RECORD NO. 75-100305 PLAN ES-292) CC ul t_N\ "INSTALL SILT k, WATER SERVICE D No. 716 rn I I M 51 lr I P TNT OF zu rri FENCE PER .0 Exp. 12/31 15 m DETAIL THIS CONNECTION qL_ \SHEET R ID, Vl {YE 215.8 PER RECORD 00 I m PLAN ES-2921' V INSTALL 4 -041IN-­ C 1�_ GRAPHIC SCALE 1"=40' LINK FENCE YP) -E 16 1 NI I CALIF 9 T� 18 RCP CL 350 --D S. D -33 A� PER CITY DKG NO ES -3,10 PO� 0 40 80 120 �jp, 6286'1 SILT FENCE DETAIL do NOT TO SCALE do jo UNOFF TWO LAYERS OF GRAVEL BAGS 1JA WITH ENDS OVERLAPPED §%%jL;U LARIET BUTTER GAP BETWEEN BAGS & ASSOCIATES fig, vqiy 00 X PI" VIEW - MMON CONTML M" ACTS AS SPILLWAY GRAVEL BAG DETAIL CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING I"=40' NOT TO SCALE 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fa 858.259.4812 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ESIGNED BY DRAWN BY CHECKED BY M AS BUMT BMA BMA BMA APPROVALS CITY OF ENCINrrAS ENGINEERING DEPARTMENT DRAWING NO. UAIL /' 941 2.5" CITY OF ENCINITAS BRASS DISC. STAMPED PLANS PR ED UNDER THE SUPERVISION OF RECOMMENDED APppo6� EROSION CONTROL PLAN FOR 'EMC -27" IN THE TOP EASTERLY CURB OF BY. • 6 499 QUAM GARDENS DRIVE RECORD FROM CITY SURVEY CONTROL NETWORK. BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 MASIH MAHER� GLENN PRUIM PASEO DE LAS VERDES AND CYPRESS HILL AVE, HORIZONAL DA TE. B Y.- -ILA VERTICAL ENCINUAS CONMUN= GARDEN ELEV. 312.567' DATLk NAVD68 R. C. E. NO. 71651 BRIAN MICHAEL ARDOLINO EXP. 12-31-15 EXP. 12-31-15 DATE. &JIS 115 DATE COP: 15-028 CDP A.P.N. #254-663-oi SHEET 3 OF 3 Jobs\Encinitas CG\ECG.pno I