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2013-442 G (Plans)RIGHT OF WAY ACTE 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. CRADMSE 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 TWO PROPOSED SINGLE FAMILY RESIOENCES 1925 CAMBRIDGE AVENUE, CARDIFF BY THE SEA, CALIFORNIA" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC , DATED OCTOBER 9, 2006 AND "UPDATED GEOTECNICAL REPORT, NEW RESIDENCE TO BE LOCATED AT 1925 CAMBRIDGE AVE., ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, DATED MAY 29, 2013. 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 0 F RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITH - IN ONE-HALF (1 12) 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 BcEN 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 NO. 14L- 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 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 PONDING 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 PLACID 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 6 ELECTRIC - SDGE - (760) -438 -6200 C. WATER - OMWD - (760) 632 -4209 G. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (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 INSPECTION. PHONE.. (760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTRA 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRAD MURRAY AT 760.634.1888, 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. 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 (40 4. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. I. 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 AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE 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 OUMPSTER 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. STC#IWATER PIOLLUTICN CONTROL BAP NOTES RELATIVE TO COMTRUCTEN ACTIVITIES CONCRETE WASHOUT CONTRACTOR H LL 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 C TION 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 AWAY FROM GUTTERS AND STORMtDRAIN 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 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. NOTES: 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. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 3. 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. 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 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. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. OCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. REVISIONS APPROVED I DATE REFERENCES DATE 13 +�('FRAARK ESCRIPTION: CITY OF ENCINITAS CONTROL POINT 1047 00". , HORIZONAL N/A VERTICAL NIA STORMWATER POLLUTION CCMNRL BAP NOTES RELATIVE TO CUETRIrnm ACTIVITIES CONT... 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 STORMORAIN 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 OWNERS) 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 DUMPSTERS 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. - L NON RECYC ABLE 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 DIEWITO 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 COMMIITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S 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 -I8. EART WW DATA 575 CUBIC YARDS EXCAVATION (CUT) 110 CUBIC YARDS EMBANKMENT (FILL) 465 CUBIC YARDS EXPORT x 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 6 QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION � 1 SEWER MOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE NOTED. P. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 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 TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. 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. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE F OR INSPECTION OF PROJECT. 760 633 -2770. 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 YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR DA REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. LEGAL DESCRIPTION OlMFR7PEAMITTEE LOTS 29 AND 30 IN BLOCK 46 OF CARDIFF 'kl IN THE CITY STEVEN M. MURRAY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 1925 CAMBRIDGE AVE CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1334, CARDIFF, CA 92007 FILED IN THE OFFICE FO THE COUTNY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1911. LUANNE S. MURRAY 1925 CAMBRIDGE AVE AP.N-, SITE ACS CARDIFF, CA 92007 260- 364 -02 1925 CAMBRIDGE AVE. CARDIFF BY THE SEA, CA 92007 LANOSWING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. IMPERVIOUS AREA (BUILDING FOOTPRINT) IMPERVIOUS AREA (EXCLUDING FOOTPRINT) EXISTING 2,272 SF EXISTING 800 sr- PROPOSED 2,700 SF PROPOSED 1,750 SF OWINER 5 CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DFSIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAITED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION ANP ST BILITY OF THE SITE. I� STEVEN M. MURRAY 1925 CAMBRIDGE AVE CARDIFF, CA 92007 � L F C DATE " LUANNE S. MURRAY DATE 1925 CAMBRIDGE AVE 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED CARDIFF, CA 92007 UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. SOILS ENGDtEER 5 CERTIFICATE 15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. I _ EYadN_ RIB °> A REGISTERED CIVIL ENGINEER IN THE STATE OF 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNUER MY DIRECTION BETWEEN THE DATES _ s1a9a1Q_ AND J2DS _. ONE COMPLETE 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY CONNECTION TO SYSTEM. RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I ENVDTAL NOTES` HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 25% BEEN INCORPORARED IN DING PLANS AND SPECIFICATIONS. (EXCLUDING ANY EXISTING MAN MADE SLOPES). ----- - - - - -- -- 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6.9 FT AND THE MAXIMUM SIGNED.- --- - - - - -- VERTICAL HEIGHT OF FILL IS 3.0 FT RCE NO.: ?�' 4 27, 1 A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 4.1' EXP. DATE'`@ OF CUT AREA OF CUT (S.F.) B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.6' OF FILL AREA OF FILL (S.F.) VICINITY MAP NTS 1 :I 1 . 13;70110:761740 BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12- 31 -10,V ucaaurvcu or unHnry or �M42 or A1� ®VAT Q -- - -- - -- Atilt L'�M BMA BMA NJS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP7�1 DATE: IA-4-11 BY: 11A. � BY: �� R.C.E. NO. 71651 MASIH MAHER I BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 (0/17/13 DATE: DA TE: ENGINEERING DESIGN GROUP T° 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 EDG PROJECT NUMBER 125090 -1 (760) 839 -7302 STATEMENT OF ENGDkEER CF NOW 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 PERFOMED 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 THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BRIAN MICHAEL ARDOLINO DATE ACE No. 71651 PASCO LARET SUTTER 6 ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 PLSA 1531 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 f 858.259.4812 1 plaaengineering.com No. 71651 Exp. 121311 1. E ED Y, � REVI BY:! i.C'✓✓lLl�^/ RE BY.' �r29-l3 % S - -L3 ��'� l.3 DATE- DATE: DATE.• EGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING GRADING PLAN FOR. MURRAY RESIDENCE • 14*7.3 ChM$ 9Gcr 14V9' 442 -G A.P.N. #260 - 364 -02 PLANNING CASE N0: 06 -032 DR/COP SHEET I OF 3 B12812013N.' \Active Jabs \1531 Murray \1531.pro PLEA 1531 PA PkERVIOUS PAVERS BY , • CO QUAB OR CITY INSTALL DECORATIVE L ur ...O � O 2" BEDDING PER Mml 0 E4 - 3 10 314 GRAVEL - - - - - •11 =11• e e NATURAL •► PAVERS DETAIL NOT TO SCALE ,4eme V", P8'�NPX Cop6 WILD �ROROSED PbW IN UMP BW =1f RIM = 163.97 IE= 156.56 - PCC CAPE FS= 164.31 ° ..._ �. .77 I INT&DECORATIVE PAVERS I .86 IE= 156.86 J{N =lei; TG= 163.00 BY ORCO AQUA -BRI'C tR CITY - BW =164 04 APPROVED EQUIVALEN CTO FS--164.06 BE PRIVATELY MAINT I� =11k 64.56 - BW= 163.99 ....( -a O t �= WAY , % BE VED d.. �p POO Lu LATERAL 4 _> PROPOSED TRENCH . RESURFACING PER j THE CITY OF ENCINITA x STANDARD DETAIL (TYP) 46, '' _ FG=163 0 P8'�NPX Cop6 WILD �ROROSED PbW IN UMP BW =1f RIM = 163.97 IE= 156.56 - PCC CAPE FS= 164.31 ° ..._ �. .77 I IX IE= 159.46 86 T TG= 157.66 .86 IE= 156.86 TG= 163.00 71 T IE= 156.81 2-5.5,1 1 ff I V I Irm I - FS= 163.15 � ,. .. � • , : :: � III ;4,�,I��U `,_�.� ; /1' , , Fiffill OR DRAINPIPE TO IE=156.71 IE=156.86 DAYLIGHT EL=161.05 Imli till, I un, PERMIT -- IE=156.86 TG--159.61 EX 164 If l 7 ., 1 1 DRAIN PIPE U� 3 I = 160.81 - PROPOSED PRIVATEL (FS= 160.70) MAINTAINED 4" X 2. ' WIDE TW= 163.46 \�ROPOSED CONCRETE APPRON EXISTIN COACRETE BW= 161.40 I RLpP IN SUS PER ENCROACHIENT CHANkEL BE \ M163.21 PERMIT N0.442 E 566 5 BW= 163.51 APPROXIMATE LOCATION OF EXISTIN 3ED WOOD FENCE 8" SEWER MAIN TO BE F ELD VERIFIED R ARCHITECTURAL PLANS EA'ISTING CONCRETE i \ CHANNEL TO BE REMOVED Ul \ C�Y:7�1- RAW MO ftok I � J GRAPHIC SCALE 1 " =10' 0 10 20 30 / I X�� EXISTING FENCE ENCE BMP AREA TO BE PRIVATELY MAINTAINED ' DRAINAGE SYSTEM PER AND NOT MODIFIED WITHOUT PERMISSION II m I ENCROACHMENT PERMIT NO. 442 -PE FROM THE CITY (TYPICAL) PER DETAIL { j EXISTING DATED SEPTEMBER 11, 2007 BMP AREA =42 SF EXISTING FENCE C X ALLEY R.O.W. DOC NO. 2007 e- 944 t2$5W%.e TO REMAIN REPAIR i` � PROPOSED TYPE C -3 MASONRY AS NECESSARY / I #: 260-364-10 R.O.W. C.L. R.O.W. RETAINING WALL PER SDRSD 40' I ' EXISTING POWER PROVIDE 5MOOTH TRAN51TION POLE PROTECT IN PLAN TW= 166.86 EXISTING RETAINING AT ALLEY IMP. TERMINU5 PER BW= 165.56 WALL, TO BE REMOVED (FS= 165.90) m JH yITY ENG. INSPECTOR VARIES 12' 7' FS 366:86-- - - -- - _.. TW= 166.31 ! (FS= .10 I TRAVEL WAY TRAVEL WAY TW= 166.00 F3= 166.98 BW= 165.46 ^ \ BW= 166.00 (FS= 166.13) mig ° �, fX 16523;Y . - �, � : �' DISTRICT TO INSTALL 1" WATER LATERAL =XISTINGPROPOSED 4" AC OVER ING 61 FS= 167 51 ° % _ 6" CLASS II AB EXISTING AC BERM INSTALL DECORATIVE PAVERS BY ORCO AOUABRIC OR =1 .61 2:0% PROPOSED 3' RIBBON GUTTER TO BE REMOVED CITY APPROVED EQUIVALENT -� FaS=166 <z ~ APPROXIMATE LOCATION 0" HT 6" X 16" TO BE PRIVATELY MAINTAINED OF EXISTING WATER MAIN PCC CURB FR FE DENGE TO-BE-FIELD VERIF NIT 1 EX 164.84 °� COMRIDGE AVE. TYPICAL SECTION v° ,� w �pROPOSED 2•x{6 X3' CONCRETE AREA DRAIN" W/ TRAFFIC RATED NOT TO SCALE F5�16$:95 CRATE PER NOS OR EQUIVALEN u - � � � 1 ° EX 164.78 o TO BE PRIVATE Y MAINTAINED f DEEP - ROOTED DROUGHT 7: 9: IEf=162.76,, 2W4eKI TOLERANT PLANTS FOR WELL- DRAINED SOILS OR 59.61. FS= 167.40 8.5% CITY APPROVED EQUIV. 9611 °4.0 %. -166 44 ?� E lSTING(WATER METER TO BE TERMINATED 2" HARDWOOD MULCH o FR0P051 =D RE51DENGE �° . Af MAIN ,BY DISTRICT AT OWWER S EXPENSE COVER OR CITY UNIT 2 BW 22 SF 1°S= 165.9T. } ~ PROPOSED 18" PVC APPROVED EGUI FF= 156.10 EX 164.63 ° ° - . j DRAINPIPE @ P.5% PAD= 157.60 ° ° �XISTINNVG CONCRETE 3" PVC SIDEWALK 2% EX 16425 ° ;CHANNk TO BE REMOVED UNDERDRAIN " FS 166.98 �� Co . �° pISTRIUT TO; INSTALL i" WATER LATERAL TG 159.61 °� _ ,' .14 NAPA 1'j METER AT OWNERS EXPENSE FS= 167.40 4.0%. 7� K TRUCT 18" RCP DRAIf�IPE TO 1 1 1 IE=15B.61 -� EC;T TO! EXISTING RCP DFIAIAPIPE EX 164.19 EX 164.48 ° 0 J EXISTING FLOWLINE ELEVATION * * * ~ SED EONCRETE CLEANOUT E 6 BE; RTIVATELY MAINTAINED -a- - -_ IMPEL= 166.33 62.33, TW= 167.06 f TW 166 BW= 163.86 ! TW= 163.86 AH'N 4: 21.0_ 64 -03 r` 11 BW= 163.86 } BM°fA' =22 SF 1 - PROPOSED RETAINING SED MWALOL47�YSDR C-3 PROPOSED/ DWOOD FENCE } l ARCHITECTURAL �TW-1- G5 8� PVC DRAINPIPE TO BE REMOVED PROPOSED 18" PVC \ BW-164 PROPOSED A DRAINPIPE @ 1.5% PCC HARDSCAPE iy T� 166 3' !1 t�T B/ 166.35 , 1 GRADING PT. A A \ Na. 71651 0 m AVENUE t,- PROPERTY LINE Exp. 12/31/1 OUTLET OF PROPOSED I 5" PCC WALK CIVIL �� 18" DRAIN PIPE 5" PCC WALK - :;;;;:.::: q,F OF CALIF IE= 160.81 :::::.:::..:.. .................................................................................................... ...1....:.,.:...:...:...:.:.:., :::.::.:.:-:.::.:.:-...:.:.:.....:.:.:..:..:::.....:.......:: :..:..:::..:.::::.....:::...... _ :::.....:::.....:::.....::.....:::.....:::.....::.....::..._:::.__:::..._:::..._:::.....:::.. ._:::.__,,:.....::......:....,: ... ... ... ... :.: :::.... ... :.. ::: ::..._::.....:....:::... ..::.....:::.....:::.....:::.iD .S f ,_13:.....P ... . PROPOS181 fiYPE- °11iA5017 - DASHED LINE REPRESENTS PROPOSED PRIVATELY W- RETAINING WALL PER SORSO EXISTING CONDITIONS MAINTAINED 4" X 2.5' WIDE CONCRETE APPRON R STORAIDRAW PROFILE PROPOSED RESIDENCE PER ARCHITECTURAL PLANS GARAGE FF= 167.60 FF= 15B.10 PAD= 157.60 K - a l BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -13 REVISIONS APF DRIVEWAY GRADE VARIES PER PLAN PROPOSED 5" PCC CC,",'_^ 7 DRIVEWAY DASHED LINE REPRESENTS EXISTING GRADE PROPOSED MASONRY RETAINING WALL TYPE C -3 PER SORSO GEOTECHHNICAL NOTE.. BASEMENT EXCAVATIONS SHALL BE MADE IN CONFORMANCE W/ THE LETTER FROM SOILS ENGINEER DATED 8128113 SEC77ON A 2 NOT TO SCALE DATE I REFERENCES I DATE I BENCEMIARK MOM i IDESCRIPTION. CITY OF ENCINITAS CONTROL POINT 1047 ELEVATION: 231.69 SCALE: 1 " =10' PROPOSED RESIDENCE - PER ARCHITECTURAL PLANS - % EXISTINd 8" ACP WATER iMIN PROVIDE 5MOOTH TRAN5ITION AT ALLEY IMP. TERMINU5 PER THE CI & ENG. INSPECTOR AFN l 260 - 364 -12 3: PRIVATE DRAINAGE 5Y5TEM TO BE PRVATELY MAINTAINED PER EMRA` DOG. 2007- 0588472 REC. ,9 -II -07 ALLEY I PROPERTY LINE_--_I FF= 158.10 FF =156.10 PA5457.60 `. PAD=157.60 PROPOSED LIGHTWELL PROPOSED 4" PER ARCH. PLAN PVC DRAINPIPE CPPTTnN R ®10) IE =158.61 NOT TO SCALE SCALE PLANN NG & BUn DING REVIEWED BY: HORIZONAL 1 " =10' VERTICAL N/A DATE: CONSTRUCT 18" RCP DRAINPIPE TO COd1ECT TO EXISTING RCP DRAINPIPE MATCH EXISTING FLOWLINE ELEVATION EXISTING CONCRETE CHANNEL TO BE REMOVED DASHED LINE REPRESENTS EXISTING GRADE PROPOSED 5" PCC HARDSCAPE GRADE TO DRAIN AWAY FROM RESIDENCE I/8" GRAVEL 3/4" GRAVEL NOTE BELOW LEGEND PROPERTY BOUNDARY PROPOSED SETBACKS - PROPOSED CONTOURS 255�- EXISTING CONTOURS PROPOSED BUILDING FOOTPRINT EXISTING SDG &E BOX [[ EXISTING OVERHEAD ELECTRIC LINE E� CENTERLINE - - EXISTING B" ACP WATER MAIN W EXISTING SEWER MAIN S PROPOSED 4" SEWER LATERAL PER SDRSO S -13 n PROPOSED 1" WATER SERVICE PER WC -17 �© LIMITS OF WORK /GRADING W W PROPOSED FLOWLINE DRAINAGE DIRECTION PROPOSED RETAIINING WALL PER SDRSD (TYPE PER PLAN) WITH ®_ DECORATIVE BLOCK HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT•+ TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. PROPOSED PCC CONCRETE - THICKNESS 5" GRAVEL BAGS PER DETAIL o 0 o 0 0 0 0 -_I o 0 SILT FENCE PER DETAIL -X -X- DRAINAGE PIPE CONSTRUCTION ENTRANCE • TRENCH RESURFACING NOTES: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP OWNER MUST BE OBTAINED AND SUBMITTED "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TO THE CITY PRIOR TO START OF ANY SUCH SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH( AND WORK. ANY DISTURBANCE ON THE ADJACENT 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS PRIVATE PROPERTY THAT HAS NOT BEEN AND ALSO FREE OF NOXIOUS WEEDS. PREVIOUSLY AUTHORIZED IN WRITING AND 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE SUBMITTED TO THE CITY IS GROUNDS FOR DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A STOP -WORK TO BE ISSUED FOR THE PROJECT DETAIL UNTIL THE REQUIRED PERMISSION IS OBTAINED. BIORETEIMON TYPICAL SECTION SCALE.' 1 " =2' NOTE: WHERE RETAINING WALLS BACKDRAIN & STORM DRAINS ARE TIED TO THE SAME PUMP 4" PVC OUTLET THE BACKDRAIN OUTLET SHOULD BE A MIN OF PIPE ® 1% GATE VALVE 4 FEET ABOVE THE HIGH POINT & THE PUMP SHALL BUBBLER OUTLET DRAIN STEEL COVER BE CONSTRUCTED WITH A BACK -UP EMERGENCY CHECK VALVE POWER OR A SEPARATE PUMP CHAMBER MAY BE 7.5' 7.5' DEDICATED. PROPOSED 5" PCC CONCRETE PROPOSED 4" AC PRIVATE DRIVEWAY PAVING 2%Y OVER 6" CLASS II AB z, PROPOSED 3' WIDE DASHED LINE REPRESENTS 7.0" THICK CONCRETE HYDROMATIC SK60A2 NON CLOGGING �- EXISTING GRADE RIBBON GUTTER SUBMERSIBLE PUMP INTER, 1750RP SECTION D2 23011160 MOTOR AND D INTERGRAL LEVEE L CONTROL SWITCH (SEE SPECIFICATIONS p7�,� TL AND DETAILS PER BARRET NOT TO SCALE P111Y1� ,i ET'AM ENGINEERED PUMPS) OR EQUAL NOT TO SCALE PROPOSED RESIDENCE PER ARCHITECTURAL PLAN � PROPOSED MASONRY RETAINING WALL PER SDRSD FS= 167.18 DASHED LINE REPRESENTS TW =TOP OF WALL (TYP) EXISTING GRADE _ _ BW= BOTTOM OF WALL (TYP) EXISTING RETAINING - PROPOSED LIGHTWELL SOLID LINE REPRESENTS v _ `- PER ARCHITECTURAL PLANS WALL TO BE REMOVED -- FINISHED GRADE AT WALL PROPOSED 5" PCC FF= 158.10 CONCRETE HARDSCAPE PA0=157.60 GRADE TO DRAIN AWAYy ' FROM RESIDENCE (TYP) - SECTION C 2 MASONRYRETALN12VG WALL CALLOIITS NOT TO SCALE NOT TO SCALE GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 1 DRAIN PIPE U� 3 I = 160.81 - PROPOSED PRIVATEL (FS= 160.70) MAINTAINED 4" X 2. ' WIDE TW= 163.46 \�ROPOSED CONCRETE APPRON EXISTIN COACRETE BW= 161.40 I RLpP IN SUS PER ENCROACHIENT CHANkEL BE \ M163.21 PERMIT N0.442 E 566 5 BW= 163.51 APPROXIMATE LOCATION OF EXISTIN 3ED WOOD FENCE 8" SEWER MAIN TO BE F ELD VERIFIED R ARCHITECTURAL PLANS EA'ISTING CONCRETE i \ CHANNEL TO BE REMOVED Ul \ C�Y:7�1- RAW MO ftok I � J GRAPHIC SCALE 1 " =10' 0 10 20 30 / I X�� EXISTING FENCE ENCE BMP AREA TO BE PRIVATELY MAINTAINED ' DRAINAGE SYSTEM PER AND NOT MODIFIED WITHOUT PERMISSION II m I ENCROACHMENT PERMIT NO. 442 -PE FROM THE CITY (TYPICAL) PER DETAIL { j EXISTING DATED SEPTEMBER 11, 2007 BMP AREA =42 SF EXISTING FENCE C X ALLEY R.O.W. DOC NO. 2007 e- 944 t2$5W%.e TO REMAIN REPAIR i` � PROPOSED TYPE C -3 MASONRY AS NECESSARY / I #: 260-364-10 R.O.W. C.L. R.O.W. RETAINING WALL PER SDRSD 40' I ' EXISTING POWER PROVIDE 5MOOTH TRAN51TION POLE PROTECT IN PLAN TW= 166.86 EXISTING RETAINING AT ALLEY IMP. TERMINU5 PER BW= 165.56 WALL, TO BE REMOVED (FS= 165.90) m JH yITY ENG. INSPECTOR VARIES 12' 7' FS 366:86-- - - -- - _.. TW= 166.31 ! (FS= .10 I TRAVEL WAY TRAVEL WAY TW= 166.00 F3= 166.98 BW= 165.46 ^ \ BW= 166.00 (FS= 166.13) mig ° �, fX 16523;Y . - �, � : �' DISTRICT TO INSTALL 1" WATER LATERAL =XISTINGPROPOSED 4" AC OVER ING 61 FS= 167 51 ° % _ 6" CLASS II AB EXISTING AC BERM INSTALL DECORATIVE PAVERS BY ORCO AOUABRIC OR =1 .61 2:0% PROPOSED 3' RIBBON GUTTER TO BE REMOVED CITY APPROVED EQUIVALENT -� FaS=166 <z ~ APPROXIMATE LOCATION 0" HT 6" X 16" TO BE PRIVATELY MAINTAINED OF EXISTING WATER MAIN PCC CURB FR FE DENGE TO-BE-FIELD VERIF NIT 1 EX 164.84 °� COMRIDGE AVE. TYPICAL SECTION v° ,� w �pROPOSED 2•x{6 X3' CONCRETE AREA DRAIN" W/ TRAFFIC RATED NOT TO SCALE F5�16$:95 CRATE PER NOS OR EQUIVALEN u - � � � 1 ° EX 164.78 o TO BE PRIVATE Y MAINTAINED f DEEP - ROOTED DROUGHT 7: 9: IEf=162.76,, 2W4eKI TOLERANT PLANTS FOR WELL- DRAINED SOILS OR 59.61. FS= 167.40 8.5% CITY APPROVED EQUIV. 9611 °4.0 %. -166 44 ?� E lSTING(WATER METER TO BE TERMINATED 2" HARDWOOD MULCH o FR0P051 =D RE51DENGE �° . Af MAIN ,BY DISTRICT AT OWWER S EXPENSE COVER OR CITY UNIT 2 BW 22 SF 1°S= 165.9T. } ~ PROPOSED 18" PVC APPROVED EGUI FF= 156.10 EX 164.63 ° ° - . j DRAINPIPE @ P.5% PAD= 157.60 ° ° �XISTINNVG CONCRETE 3" PVC SIDEWALK 2% EX 16425 ° ;CHANNk TO BE REMOVED UNDERDRAIN " FS 166.98 �� Co . �° pISTRIUT TO; INSTALL i" WATER LATERAL TG 159.61 °� _ ,' .14 NAPA 1'j METER AT OWNERS EXPENSE FS= 167.40 4.0%. 7� K TRUCT 18" RCP DRAIf�IPE TO 1 1 1 IE=15B.61 -� EC;T TO! EXISTING RCP DFIAIAPIPE EX 164.19 EX 164.48 ° 0 J EXISTING FLOWLINE ELEVATION * * * ~ SED EONCRETE CLEANOUT E 6 BE; RTIVATELY MAINTAINED -a- - -_ IMPEL= 166.33 62.33, TW= 167.06 f TW 166 BW= 163.86 ! TW= 163.86 AH'N 4: 21.0_ 64 -03 r` 11 BW= 163.86 } BM°fA' =22 SF 1 - PROPOSED RETAINING SED MWALOL47�YSDR C-3 PROPOSED/ DWOOD FENCE } l ARCHITECTURAL �TW-1- G5 8� PVC DRAINPIPE TO BE REMOVED PROPOSED 18" PVC \ BW-164 PROPOSED A DRAINPIPE @ 1.5% PCC HARDSCAPE iy T� 166 3' !1 t�T B/ 166.35 , 1 GRADING PT. A A \ Na. 71651 0 m AVENUE t,- PROPERTY LINE Exp. 12/31/1 OUTLET OF PROPOSED I 5" PCC WALK CIVIL �� 18" DRAIN PIPE 5" PCC WALK - :;;;;:.::: q,F OF CALIF IE= 160.81 :::::.:::..:.. .................................................................................................... ...1....:.,.:...:...:...:.:.:., :::.::.:.:-:.::.:.:-...:.:.:.....:.:.:..:..:::.....:.......:: :..:..:::..:.::::.....:::...... _ :::.....:::.....:::.....::.....:::.....:::.....::.....::..._:::.__:::..._:::..._:::.....:::.. ._:::.__,,:.....::......:....,: ... ... ... ... :.: :::.... ... :.. ::: ::..._::.....:....:::... ..::.....:::.....:::.....:::.iD .S f ,_13:.....P ... . PROPOS181 fiYPE- °11iA5017 - DASHED LINE REPRESENTS PROPOSED PRIVATELY W- RETAINING WALL PER SORSO EXISTING CONDITIONS MAINTAINED 4" X 2.5' WIDE CONCRETE APPRON R STORAIDRAW PROFILE PROPOSED RESIDENCE PER ARCHITECTURAL PLANS GARAGE FF= 167.60 FF= 15B.10 PAD= 157.60 K - a l BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -13 REVISIONS APF DRIVEWAY GRADE VARIES PER PLAN PROPOSED 5" PCC CC,",'_^ 7 DRIVEWAY DASHED LINE REPRESENTS EXISTING GRADE PROPOSED MASONRY RETAINING WALL TYPE C -3 PER SORSO GEOTECHHNICAL NOTE.. BASEMENT EXCAVATIONS SHALL BE MADE IN CONFORMANCE W/ THE LETTER FROM SOILS ENGINEER DATED 8128113 SEC77ON A 2 NOT TO SCALE DATE I REFERENCES I DATE I BENCEMIARK MOM i IDESCRIPTION. CITY OF ENCINITAS CONTROL POINT 1047 ELEVATION: 231.69 SCALE: 1 " =10' PROPOSED RESIDENCE - PER ARCHITECTURAL PLANS - % EXISTINd 8" ACP WATER iMIN PROVIDE 5MOOTH TRAN5ITION AT ALLEY IMP. TERMINU5 PER THE CI & ENG. INSPECTOR AFN l 260 - 364 -12 3: PRIVATE DRAINAGE 5Y5TEM TO BE PRVATELY MAINTAINED PER EMRA` DOG. 2007- 0588472 REC. ,9 -II -07 ALLEY I PROPERTY LINE_--_I FF= 158.10 FF =156.10 PA5457.60 `. PAD=157.60 PROPOSED LIGHTWELL PROPOSED 4" PER ARCH. PLAN PVC DRAINPIPE CPPTTnN R ®10) IE =158.61 NOT TO SCALE SCALE PLANN NG & BUn DING REVIEWED BY: HORIZONAL 1 " =10' VERTICAL N/A DATE: CONSTRUCT 18" RCP DRAINPIPE TO COd1ECT TO EXISTING RCP DRAINPIPE MATCH EXISTING FLOWLINE ELEVATION EXISTING CONCRETE CHANNEL TO BE REMOVED DASHED LINE REPRESENTS EXISTING GRADE PROPOSED 5" PCC HARDSCAPE GRADE TO DRAIN AWAY FROM RESIDENCE I/8" GRAVEL 3/4" GRAVEL NOTE BELOW LEGEND PROPERTY BOUNDARY PROPOSED SETBACKS - PROPOSED CONTOURS 255�- EXISTING CONTOURS PROPOSED BUILDING FOOTPRINT EXISTING SDG &E BOX [[ EXISTING OVERHEAD ELECTRIC LINE E� CENTERLINE - - EXISTING B" ACP WATER MAIN W EXISTING SEWER MAIN S PROPOSED 4" SEWER LATERAL PER SDRSO S -13 n PROPOSED 1" WATER SERVICE PER WC -17 �© LIMITS OF WORK /GRADING W W PROPOSED FLOWLINE DRAINAGE DIRECTION PROPOSED RETAIINING WALL PER SDRSD (TYPE PER PLAN) WITH ®_ DECORATIVE BLOCK HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT•+ TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. PROPOSED PCC CONCRETE - THICKNESS 5" GRAVEL BAGS PER DETAIL o 0 o 0 0 0 0 -_I o 0 SILT FENCE PER DETAIL -X -X- DRAINAGE PIPE CONSTRUCTION ENTRANCE • TRENCH RESURFACING NOTES: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP OWNER MUST BE OBTAINED AND SUBMITTED "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TO THE CITY PRIOR TO START OF ANY SUCH SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH( AND WORK. ANY DISTURBANCE ON THE ADJACENT 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS PRIVATE PROPERTY THAT HAS NOT BEEN AND ALSO FREE OF NOXIOUS WEEDS. PREVIOUSLY AUTHORIZED IN WRITING AND 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE SUBMITTED TO THE CITY IS GROUNDS FOR DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A STOP -WORK TO BE ISSUED FOR THE PROJECT DETAIL UNTIL THE REQUIRED PERMISSION IS OBTAINED. BIORETEIMON TYPICAL SECTION SCALE.' 1 " =2' NOTE: WHERE RETAINING WALLS BACKDRAIN & STORM DRAINS ARE TIED TO THE SAME PUMP 4" PVC OUTLET THE BACKDRAIN OUTLET SHOULD BE A MIN OF PIPE ® 1% GATE VALVE 4 FEET ABOVE THE HIGH POINT & THE PUMP SHALL BUBBLER OUTLET DRAIN STEEL COVER BE CONSTRUCTED WITH A BACK -UP EMERGENCY CHECK VALVE POWER OR A SEPARATE PUMP CHAMBER MAY BE 7.5' 7.5' DEDICATED. PROPOSED 5" PCC CONCRETE PROPOSED 4" AC PRIVATE DRIVEWAY PAVING 2%Y OVER 6" CLASS II AB z, PROPOSED 3' WIDE DASHED LINE REPRESENTS 7.0" THICK CONCRETE HYDROMATIC SK60A2 NON CLOGGING �- EXISTING GRADE RIBBON GUTTER SUBMERSIBLE PUMP INTER, 1750RP SECTION D2 23011160 MOTOR AND D INTERGRAL LEVEE L CONTROL SWITCH (SEE SPECIFICATIONS p7�,� TL AND DETAILS PER BARRET NOT TO SCALE P111Y1� ,i ET'AM ENGINEERED PUMPS) OR EQUAL NOT TO SCALE PROPOSED RESIDENCE PER ARCHITECTURAL PLAN � PROPOSED MASONRY RETAINING WALL PER SDRSD FS= 167.18 DASHED LINE REPRESENTS TW =TOP OF WALL (TYP) EXISTING GRADE _ _ BW= BOTTOM OF WALL (TYP) EXISTING RETAINING - PROPOSED LIGHTWELL SOLID LINE REPRESENTS v _ `- PER ARCHITECTURAL PLANS WALL TO BE REMOVED -- FINISHED GRADE AT WALL PROPOSED 5" PCC FF= 158.10 CONCRETE HARDSCAPE PA0=157.60 GRADE TO DRAIN AWAYy ' FROM RESIDENCE (TYP) - SECTION C 2 MASONRYRETALN12VG WALL CALLOIITS NOT TO SCALE NOT TO SCALE GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 PROPOSED RESIDENCE PER ARCHITECTURAL PLANS GARAGE FF= 167.60 FF= 15B.10 PAD= 157.60 K - a l BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -13 REVISIONS APF DRIVEWAY GRADE VARIES PER PLAN PROPOSED 5" PCC CC,",'_^ 7 DRIVEWAY DASHED LINE REPRESENTS EXISTING GRADE PROPOSED MASONRY RETAINING WALL TYPE C -3 PER SORSO GEOTECHHNICAL NOTE.. BASEMENT EXCAVATIONS SHALL BE MADE IN CONFORMANCE W/ THE LETTER FROM SOILS ENGINEER DATED 8128113 SEC77ON A 2 NOT TO SCALE DATE I REFERENCES I DATE I BENCEMIARK MOM i IDESCRIPTION. CITY OF ENCINITAS CONTROL POINT 1047 ELEVATION: 231.69 SCALE: 1 " =10' PROPOSED RESIDENCE - PER ARCHITECTURAL PLANS - % EXISTINd 8" ACP WATER iMIN PROVIDE 5MOOTH TRAN5ITION AT ALLEY IMP. TERMINU5 PER THE CI & ENG. INSPECTOR AFN l 260 - 364 -12 3: PRIVATE DRAINAGE 5Y5TEM TO BE PRVATELY MAINTAINED PER EMRA` DOG. 2007- 0588472 REC. ,9 -II -07 ALLEY I PROPERTY LINE_--_I FF= 158.10 FF =156.10 PA5457.60 `. PAD=157.60 PROPOSED LIGHTWELL PROPOSED 4" PER ARCH. PLAN PVC DRAINPIPE CPPTTnN R ®10) IE =158.61 NOT TO SCALE SCALE PLANN NG & BUn DING REVIEWED BY: HORIZONAL 1 " =10' VERTICAL N/A DATE: CONSTRUCT 18" RCP DRAINPIPE TO COd1ECT TO EXISTING RCP DRAINPIPE MATCH EXISTING FLOWLINE ELEVATION EXISTING CONCRETE CHANNEL TO BE REMOVED DASHED LINE REPRESENTS EXISTING GRADE PROPOSED 5" PCC HARDSCAPE GRADE TO DRAIN AWAY FROM RESIDENCE I/8" GRAVEL 3/4" GRAVEL NOTE BELOW LEGEND PROPERTY BOUNDARY PROPOSED SETBACKS - PROPOSED CONTOURS 255�- EXISTING CONTOURS PROPOSED BUILDING FOOTPRINT EXISTING SDG &E BOX [[ EXISTING OVERHEAD ELECTRIC LINE E� CENTERLINE - - EXISTING B" ACP WATER MAIN W EXISTING SEWER MAIN S PROPOSED 4" SEWER LATERAL PER SDRSO S -13 n PROPOSED 1" WATER SERVICE PER WC -17 �© LIMITS OF WORK /GRADING W W PROPOSED FLOWLINE DRAINAGE DIRECTION PROPOSED RETAIINING WALL PER SDRSD (TYPE PER PLAN) WITH ®_ DECORATIVE BLOCK HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT•+ TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. PROPOSED PCC CONCRETE - THICKNESS 5" GRAVEL BAGS PER DETAIL o 0 o 0 0 0 0 -_I o 0 SILT FENCE PER DETAIL -X -X- DRAINAGE PIPE CONSTRUCTION ENTRANCE • TRENCH RESURFACING NOTES: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP OWNER MUST BE OBTAINED AND SUBMITTED "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TO THE CITY PRIOR TO START OF ANY SUCH SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH( AND WORK. ANY DISTURBANCE ON THE ADJACENT 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS PRIVATE PROPERTY THAT HAS NOT BEEN AND ALSO FREE OF NOXIOUS WEEDS. PREVIOUSLY AUTHORIZED IN WRITING AND 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE SUBMITTED TO THE CITY IS GROUNDS FOR DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A STOP -WORK TO BE ISSUED FOR THE PROJECT DETAIL UNTIL THE REQUIRED PERMISSION IS OBTAINED. BIORETEIMON TYPICAL SECTION SCALE.' 1 " =2' NOTE: WHERE RETAINING WALLS BACKDRAIN & STORM DRAINS ARE TIED TO THE SAME PUMP 4" PVC OUTLET THE BACKDRAIN OUTLET SHOULD BE A MIN OF PIPE ® 1% GATE VALVE 4 FEET ABOVE THE HIGH POINT & THE PUMP SHALL BUBBLER OUTLET DRAIN STEEL COVER BE CONSTRUCTED WITH A BACK -UP EMERGENCY CHECK VALVE POWER OR A SEPARATE PUMP CHAMBER MAY BE 7.5' 7.5' DEDICATED. PROPOSED 5" PCC CONCRETE PROPOSED 4" AC PRIVATE DRIVEWAY PAVING 2%Y OVER 6" CLASS II AB z, PROPOSED 3' WIDE DASHED LINE REPRESENTS 7.0" THICK CONCRETE HYDROMATIC SK60A2 NON CLOGGING �- EXISTING GRADE RIBBON GUTTER SUBMERSIBLE PUMP INTER, 1750RP SECTION D2 23011160 MOTOR AND D INTERGRAL LEVEE L CONTROL SWITCH (SEE SPECIFICATIONS p7�,� TL AND DETAILS PER BARRET NOT TO SCALE P111Y1� ,i ET'AM ENGINEERED PUMPS) OR EQUAL NOT TO SCALE PROPOSED RESIDENCE PER ARCHITECTURAL PLAN � PROPOSED MASONRY RETAINING WALL PER SDRSD FS= 167.18 DASHED LINE REPRESENTS TW =TOP OF WALL (TYP) EXISTING GRADE _ _ BW= BOTTOM OF WALL (TYP) EXISTING RETAINING - PROPOSED LIGHTWELL SOLID LINE REPRESENTS v _ `- PER ARCHITECTURAL PLANS WALL TO BE REMOVED -- FINISHED GRADE AT WALL PROPOSED 5" PCC FF= 158.10 CONCRETE HARDSCAPE PA0=157.60 GRADE TO DRAIN AWAYy ' FROM RESIDENCE (TYP) - SECTION C 2 MASONRYRETALN12VG WALL CALLOIITS NOT TO SCALE NOT TO SCALE GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 NOT TO SCALE SCALE PLANN NG & BUn DING REVIEWED BY: HORIZONAL 1 " =10' VERTICAL N/A DATE: CONSTRUCT 18" RCP DRAINPIPE TO COd1ECT TO EXISTING RCP DRAINPIPE MATCH EXISTING FLOWLINE ELEVATION EXISTING CONCRETE CHANNEL TO BE REMOVED DASHED LINE REPRESENTS EXISTING GRADE PROPOSED 5" PCC HARDSCAPE GRADE TO DRAIN AWAY FROM RESIDENCE I/8" GRAVEL 3/4" GRAVEL NOTE BELOW LEGEND PROPERTY BOUNDARY PROPOSED SETBACKS - PROPOSED CONTOURS 255�- EXISTING CONTOURS PROPOSED BUILDING FOOTPRINT EXISTING SDG &E BOX [[ EXISTING OVERHEAD ELECTRIC LINE E� CENTERLINE - - EXISTING B" ACP WATER MAIN W EXISTING SEWER MAIN S PROPOSED 4" SEWER LATERAL PER SDRSO S -13 n PROPOSED 1" WATER SERVICE PER WC -17 �© LIMITS OF WORK /GRADING W W PROPOSED FLOWLINE DRAINAGE DIRECTION PROPOSED RETAIINING WALL PER SDRSD (TYPE PER PLAN) WITH ®_ DECORATIVE BLOCK HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT•+ TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. PROPOSED PCC CONCRETE - THICKNESS 5" GRAVEL BAGS PER DETAIL o 0 o 0 0 0 0 -_I o 0 SILT FENCE PER DETAIL -X -X- DRAINAGE PIPE CONSTRUCTION ENTRANCE • TRENCH RESURFACING NOTES: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP OWNER MUST BE OBTAINED AND SUBMITTED "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TO THE CITY PRIOR TO START OF ANY SUCH SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH( AND WORK. ANY DISTURBANCE ON THE ADJACENT 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS PRIVATE PROPERTY THAT HAS NOT BEEN AND ALSO FREE OF NOXIOUS WEEDS. PREVIOUSLY AUTHORIZED IN WRITING AND 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE SUBMITTED TO THE CITY IS GROUNDS FOR DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A STOP -WORK TO BE ISSUED FOR THE PROJECT DETAIL UNTIL THE REQUIRED PERMISSION IS OBTAINED. BIORETEIMON TYPICAL SECTION SCALE.' 1 " =2' NOTE: WHERE RETAINING WALLS BACKDRAIN & STORM DRAINS ARE TIED TO THE SAME PUMP 4" PVC OUTLET THE BACKDRAIN OUTLET SHOULD BE A MIN OF PIPE ® 1% GATE VALVE 4 FEET ABOVE THE HIGH POINT & THE PUMP SHALL BUBBLER OUTLET DRAIN STEEL COVER BE CONSTRUCTED WITH A BACK -UP EMERGENCY CHECK VALVE POWER OR A SEPARATE PUMP CHAMBER MAY BE 7.5' 7.5' DEDICATED. PROPOSED 5" PCC CONCRETE PROPOSED 4" AC PRIVATE DRIVEWAY PAVING 2%Y OVER 6" CLASS II AB z, PROPOSED 3' WIDE DASHED LINE REPRESENTS 7.0" THICK CONCRETE HYDROMATIC SK60A2 NON CLOGGING �- EXISTING GRADE RIBBON GUTTER SUBMERSIBLE PUMP INTER, 1750RP SECTION D2 23011160 MOTOR AND D INTERGRAL LEVEE L CONTROL SWITCH (SEE SPECIFICATIONS p7�,� TL AND DETAILS PER BARRET NOT TO SCALE P111Y1� ,i ET'AM ENGINEERED PUMPS) OR EQUAL NOT TO SCALE PROPOSED RESIDENCE PER ARCHITECTURAL PLAN � PROPOSED MASONRY RETAINING WALL PER SDRSD FS= 167.18 DASHED LINE REPRESENTS TW =TOP OF WALL (TYP) EXISTING GRADE _ _ BW= BOTTOM OF WALL (TYP) EXISTING RETAINING - PROPOSED LIGHTWELL SOLID LINE REPRESENTS v _ `- PER ARCHITECTURAL PLANS WALL TO BE REMOVED -- FINISHED GRADE AT WALL PROPOSED 5" PCC FF= 158.10 CONCRETE HARDSCAPE PA0=157.60 GRADE TO DRAIN AWAYy ' FROM RESIDENCE (TYP) - SECTION C 2 MASONRYRETALN12VG WALL CALLOIITS NOT TO SCALE NOT TO SCALE GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 TRENCH RESURFACING NOTES: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP OWNER MUST BE OBTAINED AND SUBMITTED "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TO THE CITY PRIOR TO START OF ANY SUCH SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH( AND WORK. ANY DISTURBANCE ON THE ADJACENT 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS PRIVATE PROPERTY THAT HAS NOT BEEN AND ALSO FREE OF NOXIOUS WEEDS. PREVIOUSLY AUTHORIZED IN WRITING AND 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE SUBMITTED TO THE CITY IS GROUNDS FOR DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A STOP -WORK TO BE ISSUED FOR THE PROJECT DETAIL UNTIL THE REQUIRED PERMISSION IS OBTAINED. BIORETEIMON TYPICAL SECTION SCALE.' 1 " =2' NOTE: WHERE RETAINING WALLS BACKDRAIN & STORM DRAINS ARE TIED TO THE SAME PUMP 4" PVC OUTLET THE BACKDRAIN OUTLET SHOULD BE A MIN OF PIPE ® 1% GATE VALVE 4 FEET ABOVE THE HIGH POINT & THE PUMP SHALL BUBBLER OUTLET DRAIN STEEL COVER BE CONSTRUCTED WITH A BACK -UP EMERGENCY CHECK VALVE POWER OR A SEPARATE PUMP CHAMBER MAY BE 7.5' 7.5' DEDICATED. PROPOSED 5" PCC CONCRETE PROPOSED 4" AC PRIVATE DRIVEWAY PAVING 2%Y OVER 6" CLASS II AB z, PROPOSED 3' WIDE DASHED LINE REPRESENTS 7.0" THICK CONCRETE HYDROMATIC SK60A2 NON CLOGGING �- EXISTING GRADE RIBBON GUTTER SUBMERSIBLE PUMP INTER, 1750RP SECTION D2 23011160 MOTOR AND D INTERGRAL LEVEE L CONTROL SWITCH (SEE SPECIFICATIONS p7�,� TL AND DETAILS PER BARRET NOT TO SCALE P111Y1� ,i ET'AM ENGINEERED PUMPS) OR EQUAL NOT TO SCALE PROPOSED RESIDENCE PER ARCHITECTURAL PLAN � PROPOSED MASONRY RETAINING WALL PER SDRSD FS= 167.18 DASHED LINE REPRESENTS TW =TOP OF WALL (TYP) EXISTING GRADE _ _ BW= BOTTOM OF WALL (TYP) EXISTING RETAINING - PROPOSED LIGHTWELL SOLID LINE REPRESENTS v _ `- PER ARCHITECTURAL PLANS WALL TO BE REMOVED -- FINISHED GRADE AT WALL PROPOSED 5" PCC FF= 158.10 CONCRETE HARDSCAPE PA0=157.60 GRADE TO DRAIN AWAYy ' FROM RESIDENCE (TYP) - SECTION C 2 MASONRYRETALN12VG WALL CALLOIITS NOT TO SCALE NOT TO SCALE GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 GL o, ungTG o, uncuncu or APPROVALS TGL TGL WJS PLAN PREPARED UNDER THE SUPERVISION OF � DATE. 10-15-15 BY: A4. BY: MASIH MAHER C42519 GLENN PRUIM C51274 R.C.E. NO. 71651 ENGINEERING PUBLIC BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DIR CTOR DATE: I o / 17t 13 DATE: ®X/72 4 11 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO GRADING PLAN FOR: �j���++((����%%�+ Y RE IDENCF "2-'6 14M 3 Co A M$Q• I I,7GC l5 MV PLANNING CASE NO: 06 -032 DR/CDP A.P.N. #260- 364 -02 SHEET 2 OF 3 No. 71651 Exp. 12/31/ to I it ", -),Arar 9907 Now ce� /1 oc PROPOSED CONS TRUCTIN ,. �. i ENTRANCE PER DETAIL PROPOSED GRAVEL BAGS PER DETAIL (TYP) 0� oo W oo - 1,r Q o 0 0 0 ..... .. ap ra L J L 0'c� PROPOSED SILT FENCE I 0 PER DETAIL (TYP) 0 cp l / Q C 1, SET POSTS ArTO i. r 4 BY 4 IN r BY 10 POSTS. TRENCH UPSLOPE FROM ALONG THE LINE OF POSTS. !8-1! "Imummommmmummem UNKNOWN 11 ummummum ii =own 11 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. I 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC 'I j� WIRE COARSE AGGREGATE FILTER FABRIC ° °d ° ° 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A —A NOTE CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT f TRAPPING DEVICE F—A ORIGINAL GRADE ° a ❑ ° ° ° d cc: ❑ ° ° °d • °° ° °d • °d ° _ RADIUS MIN. 20' MIN A WNDTH AS REQUIRED T .A000MODATE - ANTICIPATED TRAFFIC RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY GRAPHIC SCALE 1 " =10' 0 10 20 30 No. 68964 Exp. 12/31/07 NOTES: 1. THE MAINTENANCE OF ALL PROPOSED BMP 'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCCNTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN ' s AS BUILT GRAVEL BAGS DETAIL OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. CONS TRUCTIONENTRANCE DETAIL NOT TO SCALE FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL IT i'FNCE DF,TAM NOT TO SCALE RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND BR AN MICHAEL DOLING DATE NOT TO SCALE DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS R.C.E. NO. 71651 DESIGNATED FOR STORM WATER POLLUTION CONTROL EXP. 12- 31 -y!( SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. REVISIONS APPROVED 9DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED TGL er_ DRAWN TGL Y CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION.* CITY OF ENCINITAS PLANS PREPARED UNDER THE SUPERVISION OF APPRO D GRADING PLAN FOR: CONTROL POINT 1047 REV EWED BY; DATE: HORIZONAL 1 " =10' BY: ��/ �`r DATE: _LV 'M'!3 BY: �. N� - -- - GLENN PRUIM C51274 Y RE3IDENC� •'r -rAi&f I �f3 - -- R. C.. E. N0. 71651 MASIH MAHE C42519 ENGINEERING PUBLIC A �Q VERTICAL N/A DAT : BRIAN MICHAEL ARDOLINO WORKS DIR CTOR 1 qZ3 C�4r't'821�(� - - ELEVATION: 231.69 DATUM: NA VD 88 EXP. 12 -31 -13 ( ?/ ( 3 DATE: 7,? PLANNING CASE N0: 06 -032 DR /COP A.P.N. #260- 364 -02 SHEET 3 OF 3 DATE: I N\Active Jobs \1531 Murray \1531.pro8 12812013 PE 1531 a