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2005-9602 G (Plans)RIGHT OF WAY NO 7E OWNER IS TO OBTAIN A'' CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN IHE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OVER TO KNOW WHERE HIS/HER PROPERTY LINE IS DRAINAGE N07E 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. �1j� /Ifi7,lL�ira ALL UTILITIES SERVING THIS 517E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCDON, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7HE 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 777LED OLIMI7ED CE07ECHICNICAL WVES77GA77ON AND RECOMMENDATIONS PROPOSED NEW GISH RESIDENCE LOCATED ON LONE HILL ROAD (APN 264- 020 -1800) IN THE CITY OF ENCINTAS, CALIFORNIA" DATED MAY A 2006, PREPARED BY ENGINEERING DESIGN GROUP AND AN UPDATED LETTER 777LED °LIMITED GtOTHFCNICAL INWS77GA77ON AND EVALUATION NEW GISH RESIDENCE TO BE LOCATED AT LONE HILL ROAD (APN.•' 264- 020- 18 -00) ENCINITAS, CALIFORNIA, DATED JULY 29, 2013, PREPARED BY ENGINEERING DESIGN GROUP SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. J. SEFARAIE APPROVALS AND PERMITS FOR ANY CONSTRUCTION W1774IN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING 5. CONTRACTOR SHALL ! TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SH BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE�?E- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SMALL 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 OPERA77NG WITHIN ONE -HALF (112) MILE OF A S77?UC7URE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7. °30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIC'R TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E ITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 7HE CITY ENGINEER FOR .HE PROPOSED HAUL ROUTE. 714E 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 CER77RCATIOW SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT NO. 9602 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 7HE ATTACHED AS- GRADED PLAN" ' THIS STATEMENT SHALL BE FOLLOWED BY 771E DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING SHALL BE INSPECTED AND 7ES7ED 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 771E SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS 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 PONDINO OF WATER. HE SHALL CONIROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME 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 7HE 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 70 A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND ]RIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND ]RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA71ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OE THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECT]GNABLE MATERIAL SHALL BE COLLEC7E0, PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEATI 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 7REE5 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 7REES AND SHALL BE PRO7EC7ED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DIS7URBANCE OF CITY TREE ROOT SYS7EMS 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 PRO7EC7E0 IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT N IH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS 771E PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL I. IN CASE EMERGENCY WOK IS REQUIRED, CONTACT WILLIAM GISH AT (760- 436 - 9080), 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 S17E ON OCTOBER I AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. 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 771E CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WMCH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN17ALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 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 SYS7EM. 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 S17F SHALL DRAIN TO APPROVED BMP14UP FACIL177ES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAMP FACILITY AND /OR THE TURF14ANDSCAPED 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 2X CROSS SLOPE TOWARD THE IMPAMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. & 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 7HIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WT7H STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUS77BLE 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 DUMPS7ER 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. NO77FICA LIONS 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 PR07ECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.- A. SEWERS (CARDIFF SANITATION DiS7RICT 1- 760 - 753 -0155 B. SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 C. WATER (OLIWNHAIN WATER DISTRICT 1- 760 - 753 -6466 A TELEPHONE (PACIFIC BELL) 1- 800 - 422 -4133 E. CABLE N 1 -800- 422 -4233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE, (760) - 633 -2770. J. 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. sY° SCI /L T 114LV0Y cR..eROw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK i REPLACE SHEETS 1 7HRU 4 N7H lA 7HRU 4A dA. M b/S 14 DESCRIPTION SAN DIEGO CO. BENCHMARK 'OC -0073' e 400EJ,0 SHEET LOCATION CHISELLED SQ IN TOP OF TOP HEAD WALL, AT 3 'AS' X131% /LT' P-24 •/G lt.16 J.n. SOU714 EST CORNER RANCHO SANTA FE ROAD & EL -� .-%Aub CAMINO DEL NORTE 77ON 119.476 DATUM 3 IZ ICS 04 E SCALE HORIZONTAL: NONE VERTICAL: NONE STORMWA7ER POLLUTION CONTROL BMP NOTES RELARVE TO CONSTRUCTION AC77V777ES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRE7E, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS X CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS11PLA7ES C0NS7RUC17ON VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUC77ON VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -S17E 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 MA7R1X. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUC7E0 TO CHANNEL RUNOFF AROUND THE CONS7RUC770N S77F CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANNED ON SLOPES OR WHERE COVSIRUC77ON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN77NG 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. l t / � ° � /6� CH��1: � �I1I.3> t: i�L�fl ,' � � C9. / ► / � :1 � ! 1I � � 7I �7YV �' 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 -5177: ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -5I7E. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCEN7RA77D STORMWAIER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PRO7EC7E0 WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWA7ER 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 S7R /C7LY PROHIBITED. NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWATER. BERMSAIKES SHALL BE PLACED AROUND ALL DUMPSIERS TO DIVERT THE NA7URAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMP57ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSIERS WITHOUT LIDS SHALL BE PLACED WITHIN S71?UC711RES WITH IMPERVIOUS RODF7NG OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY C0NS7RUC77ON MATERIALS, INCLUDING SOLVENTS; WATER -BASED PA1N7S, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATON 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 WASIE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMA7701V ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE S7REET GUTTER, AND STORMORAIN 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. SOILS ENGINEER'S CERITFlCA7E 1, STEVEN B. NORRIS, A CER77RED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF IHE SOIL CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 31, ��^D FOR AN UPDATE ON A&Y 29, 20(3. ONE COMPLETE COPY OF 7HE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO IHE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND ECIRCATIONS 2590 EXP. DA • t� -31 -13 EDG PRO - 4_53812 -i & 1371 -1 ENGINEERING DESIGN GROUP 2121 MON77EL ROAD SAN MARCOS, CA. 92069 760 - 839 -7302 N.Cv✓ SF+�� T PUBLIC WORKS DA 7E e?.YAAJ>- GE 2590 GENERAL POTABLE WATER SYSTEM NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRANNGS, SIX SETS) AS REQUIRED BY 114E STANDARD SPECIFICATIONS ARE TO BE ACCOMPLI ED PRIOR 10 THE PRE- CONS1RUCflON MEETING 101H THE DISTRICT'S INSPECTOR. J. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINA7E WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO 7HE DI 7RICT PRIOR TO CONS7RUC7701V. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO 774E BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. 714E CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIAN TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONS7RUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE- 800 - 227 -2600) 8. ALL EXISTING FACIL177ES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE LINE CROSSINGS; LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERUNE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12 MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN ME7ER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN UEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT, METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER Or SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WA7ER SERVICE CROSSINGS 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15, ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL 71E OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT 57REETINIERSEC71ONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS', AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANCES TO 714E WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE 20. THE WATER SYSTEM SHALL BE PRESSURE 7ES7ED IN ACCORDANCE WITH 714E PROCEDURES IN 7HE OMWD STANDARD SPECIFICATIONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR 7ES77NC ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECIED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYS7EW FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFCARON. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. IHE PLANS MUST PROVIDE POST CONSIRUC1701V VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER 7HE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR 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 714E DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 774E DISTRICT ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION ME7ERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY 774E DISTRICT. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 7HE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 7HAT 7HE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 771E CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE 7ECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S 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 AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT PERFORMED BY THE ENGINEER. LEGEND STANDARD / NOTES SYMBOL PROPERTY BOUNDARY - - - - - - EASEMENT LINE -------------- - - - - -- -- ENSTNG CONTOUR LINE EXISTING SPOT ELEVATION 50.00 ON �--- NEW CONTOUR LINE 225 -��- NEW SPOT ELEVATION 2505 NEW AC PAVEMENT NEW MASONRY RETANING WALL SDRSD C -4, C -5 NEW S17E WALL NEW PERMEABLE PAVERS NEW EAR7H BLADED SWALE NEW WATER SERVICE W NEW SEWER LA7ERAL S O EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -S17E = H : 8' V 20' MAXIMUM VERTICAL DEPTH OF CUT = 5' MAXIMUM VERTICAL DEPTH OF FILL = 2' CUT = 600 C. Y. FILL = 2,000 C. Y. IMPORT = 1,400 C.Y. REMEDIAL = 5,00 C.Y IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONS7RUC770N. 200 SF IMPERVIOUS AREA AFTER CONS7RUC77ON.• 10,585 SF INCREASE IN IMPERVIOUS AREA: 10,385 SF AREA OF DRIVEWAY (IMPERVIOUS) : 3,895 SF DISTURBED AREA: 0.90 AC OWNER WILLIAM H. GISH 1205 LAKE DRIVE ENCINITAS CA. 92024 ASSESSOR'S PARCEL No. 264- 020 -18 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP No. 18210, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN 7HE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 25, 1999 OWNER'S GER77RCATE I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNA7URE• V V - jW_IL�LIIAM N GISH SITE COPPq? CREST ROAD ✓�- LOVE HILL LANE N QAOFESS � QF' SIGNATURE DATE.• �� No. 36190 RANDY R. B OWN Exp. 6/30(14 COMPANY SOWARDS AND BROWN ENGINEERING, INC. ADDRESS 2187 NEWCASTLE AVENUE STE. 103 CARDIFF BY THE SEA, CA. 92007 JT c i v0- PHONE NUMBER 760 - 436 -8500 F Of CALF RCE EXPIRES 6 -30 -14 e� e° VICINITY MAP I`LT.S. BMP PROJECT STATUS PRIORITY - HMP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY y HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" * RECORDED ON MAY 2910 26lq AS DOG. #: loig - 0'1710891 PLANNING AND BUILDING I PARKS AND RECREATION IOLIVENHAIN WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SIGN va-D AIL DATE SI DATE SIG DATE IG DATE JOB No. 13 -001 DATE 5 -19 -14 _ DESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS _RGP RGP � CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVI ION OF RECOMMENDED: APPROVED: GRADING PLANS FOR: DATE: 15 ( 14- A--- GISH RESIDENCE R.C.E. NO.: 36190 MASIH MAHER Fd" GLENN PRU MM APN 264- 020 -18 9602-G G (*It/ 14 !AND R. B OWN EXP.: 6-30-14 DATE DATE TPM 93 -119 / CASE No. 06 -009 DR /13 -175 SUBC SHEET 1A F6 A Z_ (� m LL p w S w ^ Z_ 0 Z 0 S ¢ wm m w Qza df w>Z No 0 wow o w� o Q zm a 3 D,LL O w" ^ 0NQ W z ii o � CD u_ 0 w ¢ Z Ljj 2 z w <d I _ - 32.1 i' Z 3 3 `,�j 4 011 ` 5 f10 ' 20 ; 30 SPECIAL NOTES : 1. ALL WORK PROPOSED IN THIS PLAN IS ENTI RELY WITHIN THE APPLICANTS PROPERTY OR AS AUTHORIZED Ct GRAVEL /LANDSCAPED SWALE GRAVEL /LANDSCAPED SWALE SEE SEC17ON 'A' SOLE 1 i = 10' tir. I t I 1 BY ADJACENT OWNER WITH A WRITTEN LETTER OF PERMISSION. IF ANY DISTURBANCE TO ADJACENT FINISH GRADE 0 FINISH GRADE — EXIST GRADE TO REMAIN ppE r �I -II \., C 6 PROPER77ES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION MIN S� _ (( -III -I '- I1 =111 % z C'�`- 211 I`I / � \i FROM THE ADJACENT PROPERTY MUST BE OBTAINED & SUBMITTED TO THE CITY PRIOR TO START OF .5 pX li SUCH WORK. ANY DISTURBANCE ON 774E ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PRENOUSLY AUTHORIZED IN WRI77NG & SUBMITTED TO THE CITY IS GROUNDS FOR STOP WORK TO BE 22 ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED `\5��\/ EARTH BERM TO BE CONSTRUCTED 2 eti ,� f 2 BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO SOIL ENGINEER FIELD TESTS AND RECOMMENDATIONS BLADED SWALE TYPICAL SECTION A AT TOP OF FILL SLOPES (TIP EARTH BERM TYPICAL SECTION J. WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON B 234. i" `� : 234 ) 4. ALL STORM DRAIN PIPE TO BE 6 MIN. PRIVATE PVC (SDR 35) 0 1.0% M1N SLOPE. REFER TO TO PLAN N.T.S. a' N.T.S. (fL h FOR PIPE SIZES & SLOPES . 9" CA NTH A1Rl UM WI " q ` t 5. 6. ALL PROPOSED UTILITIES SERVING THE SITE ARE TO BE INSTALLED UNDERGROUND WATER SERVICE TO BE EXTENDED FROM EXIS77NG METER TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" CO COVER (MIN) OR AS APPROVED BY DISTRICT �i p'Q- pETEp 1 T�p 1 BASIN - D 7l I V 1 V U " GRATE BY NDS' LANDSCAPE AREA � s i ? 7. B. SEWER LATERAL TO BE EXTENDED FROM NEW SEWER CLEANOUT IN LONE HILL DRIVE TO NEW RESIDENCE " " WITH 4 DtA PVC (SDR 35 MIN) ®SLOPE PEN PLAN WITH 36 COVER OR AS APPROVED 8Y DISTRICT GROUND ADJACENT TO BUILDING SHOULD SLOPE SLOPE AWAY AT A MINIMUM GRADIENT OF 5% 0 M FOR 5' 1 f199E &M GLEANGUT P,Ii�PI " EXIST GRADE r^* T^B �^^'� DEEP ROOTED DENSE, DROUGHT TOLERANT ELEV PER PLAN TO REMAIN i PLANTING SUITABLE FOE WELL DRAINED SOIL 2 N I a i " 26 I 9. UNLESS N07ED OTHERWISE, PRIVATE CATCH BASINS TO BE E17HER 6" DIA.UROUND GRATES BY 'NDS' LOCATED IN PATIO AREAS OR 6 MIN W4TII ATRIUM GRATES BY NDS LOCATED IN LANDSCAPE AREAS: .1 fir1k ?5�v n/Nsl E0 /A�sOL/DW4Li O i REFER TO PLAN FOR MORE SIZES��1 I , ; 1 Pve sraRM CIfid/N oarc�r STORM DRAIN PIPE PER PLAN , _ h "gip 10. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO DIRECTED OVER OR THROUGH BMP TREATMENT SWALE PRIOR TO OUTLET TO STORM DRAIN SYSTEM SHOWN HEREON `- _ _ - - - -- --- -- t I l; g 11. ALL ONSI7E DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING TREATMENT OF RUNOFF ROOFS 2" HARDWOOD TfU1CH a • BMP �� 12. AND OVER HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 5" THICK ON SUB GRADE REINFORCE WITH / 18" ENGINEERED SOIL LAYER A ATRIUM GRATE INLET TYPICAL SECTION (MIN) 15 A A 6T" n;"mrF �! . a i BARS @ 18" 01C BOTH WAYS @ MID POINT OF SLAB. CONC JOINTS PER SOILS ENGINEER RECOMMENDATIONS CROSS SEC77ON MAY VARY BASED ON SOILS ENGINEER FIELD TESTS. A I N.T.S. ' a t 1 13. CONCRETE DRIVEWAY TO BE 5 -1/2" ]HICK (MIN) OVER 6" SAND NTH #5 BARS ® 18" 0/C BOTH WAYS SAND SANDSTONE PAVERS BY SIERRA SANDSTONE PRODUCT. REFER TO PLANS -ff� 0 MID POINT OF SLAB. CONCRETE JOINTS PER SOILS ENGINEER RECOMMENDATIONS. CROSS SECTION " LANDSCAPE FOR ADD177ONAL INFORMA7701V LANDSCAPE AREA PF ` `a'3t MAY VARY BASED ON SOILS ENGINEER FIELD TESTS �,�� T T ,� ,,,r ,,, n,� ° " „ 18 3/8 CRUSHED ROCK LAYER I(/ �llll- llllaW- wLy1L�l I` "•-- ; " d ? 14. CONSTRUCT NEW AC PAVEMENT & BASE USE 5" THICK (MIN) AC OVER 6" THICK (MIN) CLASS it BASE 1 "LEVELING SAND -� ll- �i �.� ' ACTUAL CROSS SEC77ON MAY VARY BASED ON SOILS ENGINEER FIELD TESTS NOTE. - 4" THICK 3/4" GRAVELv `- t "'rye Na KEY DATA NOTES DESCRIPITON " „ " " " j BIORETENTION ENGINEERED SOIL LATER SHALL BE MINIMUM 24 DEEP SANDY LOAM SOIL MIX a a o 0 0 WIDE X 18 MOW PCC CURB > s. s 32 NTH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% 9 i" "� a I I i �� 2 � NEW 3 WIDE BLADED SWALE SEE SECTION A, SHEET 2A SEWER CLEANOUT PER SDRSD S -4 COMPOST OR HARDWOOD MULCH, & 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, & ALSO FREE OF NOXIOUS WEEDS X24 I.ry.w. lPJ NEW AC DRIVEWAY. SEE SPECIAL NOTE No. 14, THIS SHEET DAYLIGHT LINE 1310- RETENTION BASIN _ PROTECT EXIST PCC ROLLED CURB IN PLACE C BMP TREATMENT SAND STONE PAVERS TYPICAL SECTION 't r g 'y __.. ___ PROTECT EXIST SEWER MAIN IN PLACE _ -- N.T.S. PROTECT EXIST WATER MAIN IN PLACE ez _ �1RREVOCABLE O � , °� a A NEW FENCE IN PLACE zi iv z \ V gEDlCA1F UN .., g �� PROTECT EXIST HORSE TRAIL Q 0. \ WE71AA BUF ER PR07ECT EXIST BLADED SWALE IN PLACE 4 a \ EASEM NL UNA `° PROTECT EXIST. WATER METER. EXTEND WATER SERVICE TO " NEW RESIDENCE WITH 24 COVER MIN. AND AS REQUIRED BY CITY ENCINITAS MASONRY RETAINING WALL PER SDRSD C -4. FINISH SURFACE PER LANDSCAPE a � ARCHITECT w \ MASONRY RETAINING WALL o p 4pN /AAj PER SDRSD C -4 W R P a w E \\ � F, q 5' WIDE TYPE W, TRENCH RESURFACING PER SDRSD G -24A 233r ' CONTRACTOR TO CONNECT TO EXIS77NG SEWER MAIN 5' WIDE x 10' LENGHT RIP RAP ENERGY DISSIPA TOR PER �._ �� CONCRETE JOINTS PER SOILS ENGINEER I P \ a 35 \ " Q € lE 217.78 LAfT 4 SDRSD D -40 USE NO> 2 BACKING 12" 7HICK FILTER BLANKET OF 1/4 ROCK PR07ECT EXIST POND AREA STEPS PER LANDS " 48 RAISED WOODEN SPA. ARC 1EC ISER x H/ DESIGN B ERS 12" AD) / ti 24" SQUARE CATCH BASIN W ?7H CONC. 216.58 MA EASEMENT NOTES ' a BOX WITH STEEL GRATE BY BROOKS 1x 12" SQUARE CATCH BASIN ° 4 AN EASEMENT TO OLIVENHAIN MUNICIPAL WRIER D151RICl REC. OCTOBER 27, 1971, AS FILE NO. 247286 OF O.R. N.T.S. WITH GRATE CONC. BOX W97H STEEL o I I INVERT ELEV ( /E) BY NDS' " AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD & INCIDENTAL PURPOSES REC. JANUARY 27, 1975 AS FILE NO 75- 018890 OF OR. & -� " i i �8" PRIVATE STORM DRAIN PIPE PER PLAN ` -` ° 21 1 el"! §, AN EASEMENT FOR ROAD, WATER PIPE LINES & UTILITY PURPOSES GRANTED 70 GREGORY H. BROWN R€C. DECEMBER 30, 1975 AS HLE - I 1 N667712 W -;� � 5 ,E "..� .j B 75- 367956 OF O.R. I K 75.00' \ I 1 '' ,.- I PROVIDE 2" MIN SAND CUSHION ,. - . f 3993T T� ----------------- ------ - --- °- © AN EASEMENT FOR ROAD, U77LITY & INCIDENTAL PURPOSES GRANTED TO GREGORY H. BROWN REC. APRIL 28, 1977 AS FILE NO. 77- 159770 OF O.R. N8808 ®41 - -_- I % ± i �w ----- _ - - -__ AN EASEMENT FOR ROAD & UTILITY PURPOSES REC. MAY 1, 1975 AS FILE ! 0 ° 8" I PRIVATE STORM a 6 .. NO. 75- 103227 OF O.R., FOR ROAD, WATER PIPE LINES & U77UTY N0052'35 "W PURPOSES REC, DEC 3Q 1975 AS FILE NO. 75- 367956 & ROAD, U77LITY ' I / DRAIN PIPE PER PLAN l a 16794 I I ° & INCIDENTAL PURPOSES REC. APRIL 24, 1977 AS FILE NO. 77- 159770 ALL GRANTED 70 GREGORY H. BROWN OF O.R. "� _ I 1 i } ; N Q 5 RETAINING �(,�� j WALL SECTION A 60' PRIVA7E ROAD EASEMENT PER PM NO. 3765 Ir j '\ I I I L ` `.r C N.T.S. aim f /0' D•8/' 3,0' 0.8!' l•b' ° f AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD & INCIDENTAL PURPOSES REC. JANUARY 27, 1975 AS FILE NO. 75- 018890 OF O.R. AN EASEMENT FOR ROAD & U77LITY & INCIDENTAL PURPOSES GRANTED TO FREDERICK F. BRONSON, & MARGARET M. BRONSON, HUSBAND & WIFE, iv I r {( J V ` i,k v O y 7 _ 1 , TOP OF WALL - 71% � N � N _ _ _ _ - - _ q � ' L' R _ I i " n��'�� \��\ N AND GARY A. SHELS7EAD & MEREDITH L. SHELSTEAD, HUSBAND & WIFE, D G ati I . I M RQNpY A. 690WAI /'�� I I AND GREGORY A BROWN, A SINGLE MAN, REC. JULY 22, 1977 AS FLE i It/ i NO. 77- 295314 OF O.R. it a i �o ry OQ ELEV PER PLAN Q MASONRY RETAINING WALL s o q rRdpEzolOAL coNC. ct:/AN lel HQ __ AN EASEMENT FOR RECREA77ONAL 7RAILS GRANTED TO CITY Of ENCINITAS d = 09'52'46" REC. MARCH 1, 1994 AS FILE 1994 I 'I�� jjf f 4144 PER SDRSD C -2 ' d USE 52d •C- 2500 PSI NC Cd QI NO. - 0136483 OF O.R. i R = 1000.00 v A DRAINAGE EASEMENT GRANTED TO WILLIAM H. GISH, Ill REC 7/7/99 AS ��, i < I �°+ � I F �;� 3' W9DE BLADED SWALE. FILE NO. 1999 - 0471311 OF O.R. L ° 172.43 ! f/ / i G r _ ,� SEE SEC77ON 'A' j \ = ? Qd AN EASEMENT FOR THE INSTALLA170N, CONSIRUC770N, OPERA 710N, / I ,�� , MAINTENANCE, REPAIR, REPLACEMENT AND R ECONSTRUCTION OF SEWER � I H i � � PCC DRIVEWAY / 3 tMDE BLADED SWALE. � � � � ___ __ - -- - --- PER PLAN GoNC��T� Gy4INNEt SIMON ;q , PIPELINES, AND ALL STRUCTURES INCIDENTAL THERETO GRANTED TO THE F CARDIFF SANITA77ON DISTRICT, RECORDED DECEMBER 17, 1999 AS FILE N0. 1999- 0817910 OF OFFICIAL RECORDS I i _ I I D f 1 - ' ` i -:_ / SEE SEC77ON 'A' N r 5 • ®EXIST, I IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY PER DOC. NO. - --- \\ y `' , z" QP 01 OFESS /p ; - , - - -° `� R. g �Y F N89 0737E 24816 - �� 90 / \ \ / \\ BOTTOM OF WALL BW \ ELEV PER PLAN 81- 288229, REC. SEP7EMBER 9, 1981. ------ _ . �Ua� -_ - ` z © PRIVATE ROAD EASEMENT IN FAVOR OF PARCEL 1 OF PARCEL MAP NO. ` H ti w No.3st90 3765 AND PARCEL MAP NO. 11725. d = 400.00'" ® OPEN SPACE EASEMENT PER MAP NO. 18210 R = 4DODD 6/30/14 O WETLAND SETBACK BUFFER EASEMENT PER DOCUMENT KEY 1 MAP L = 296.91' sT o IV I ' ® NO. 2007 - 0343341 RECORDED 5 -21, 2007 S7EEP SLOPE PRESERVA77ON OPEN SPACE EASEMENT PER DOCUMENT SCALE: 1" =1001 9TFOf CA��F °Q�\P a RETAINING WALL SECTION NO. 2007- 0 4 3433 1 RECORDED MAY 21 2007 -� � ° H s � �� 1 v V " e, N.T.S. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIIGGPD BY: DR�AWWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO, CIS S s ro' 1 DESCRIP71ON SAN DIEGO CO. BENCHMARK 'DC -0073' LOCA 71ON CHISELLED SQ IN TOP OF TOP HEAD WALL, AT HORIZONTAL: NONE VERTICAL: NONE �, PLANS PREPARED UNDER SUPERVI IO OF DATE: �I�qq%%/� -c � C.E. NO.: 38180 RECOMMENDED: APPROVED: �. MASIH MAHER Po�GLENN PRUIM GRADING PLANS FOE?: H 1'Z J ' V �I�u RESIDENCE APN 264- 020 -18 — 9602 G _ s A -&/ /1.j' `2 -24.16 (p z3 1tP SOUTHWEST CORNER RANCHO SANTA FE ROAD & EL CAMINO DEL NORTE RANDY P. BROWN EXP.: 8 -30 -14 6/4 / 1 DATE DATE TPM 93 -119 / CASE NO. OC -009 DR ELEVA71ON 119.476 DATUM NGVD 29 SHEET 2A OF (o JOB No. 13 -002 DATE 5 -19 -14 1 j �W J 0 z m v W w z z 0 rr m ��d O 0� Q 0 Z�w 0 wl- 3 Nw 0 ° zz 0 k z a 0 LL Z 0 W � Q LIJ z CE z WQa- OPEN SPACE EASEMENT LINE STEEP SLOPE PRESERVARON) OPEN SPACE EASEMENT LINE i i i I I, +-: i i STEEP ,SLOPE PRESERVATION OPt " ,SPACE EASEM+ NT LINE - .___ -. °- - LINE -- ---- - - - --- ` 234 Q r 2 w I `` Co ` \` COURT VOLLEYBALL BEACH.. FG : 230.0 I h 0' 230 I :' ❑ l a IV/ t ps^ 9 9�p. 9�• / 229.'7 w 2 ! N t r #-- oo °°r7 22._560 2291 _.- � N �w, j'° �, � � • � � _ - ,�2�.�_.� 0 t a W s zu K' t t � y 26.7' - ___ >k s�` 2a ❑ f.� `V�' 1� I i 0 : �N 1 _, 13 224.5 • �� o V ` 't`NW 223 • �/ OPEN SPACE EASEMENT LINE °` 225' , °a • '• ; ki i 4. t �I 5 10 10 SCALE. f ° la R06MWALL (LE8STy4' fHIGII� SEE SHEET 6 ❑❑ qq } Y q t 0 N N PRESERVATION OPEN J I VIC U1Tf111V i9i��l�l EQUAL. SEE DETAIL 'D' •. SEE SHEET 6 ❑❑ qq } Y q t 0 N N PRESERVATION OPEN k � �- STAIif S ° 2LW T • 0. 7' 2 `, : 4j� a \ s l- '- �•��.i�. . .:a <_ ' z 25 _ 6 � � ' � .,, ,' ❑ .,a`� F5•; N itil 2 3 EWE m? - .. 4.12 ,�`�� -_. � •�: ` �`° --�- �'`� A . g 4 .• 13 20 450 PAD 223.4 •£t . q. . ' .. �3.3T 2 .; ❑ � h' �,o,.,, , 0Q � •:; , t3- tr �", �• . • .'. `,❑t -; ''' �": `\ t --•� '�, �`�' � tiNryti � �: ,�._'y w❑ � ,� �,-•- � ,22 � �. All • �6 ' ry� t � 0 t7 � i �� $ F' "` " -ti' ..\;:k, � �, . < FL 22 "`"� \i - .___.___ `--:° ❑ , ' ,•d' .. _4 "'°�:�_ - a. \ � .w 3.. ` )a sI,Y� {. .^.r "i � iy Y. \ 4 !/ / i CA ❑' � A'`'� way - r . i x _ ` � j " ��-< his � i� ❑❑ I ,.• _ ;.'.\ i 8 m fir. .;• •;�.: �� :• 5 v d. b 3 :« f t• 9 h,- 2 •'� yt "' • rt: V � • r UN ,. .�• #t Al c z• � � :ate `�' •, _: »�� 19 -.� .;_- ❑ a •'^i• - y `L ._.,,.. � � c�i �---� 'tea •.� ..�'::`:^� 1�y.,_, - fl A O ,:, ... L ❑ I t •. + z., �J � r' ., w a -. , .,- ::- „. - 1 1. • . . _;'"^< . s ,, .. i ^,� �°,. i,.. „22 (G 22� w . _-=�- s'" yL �y.., I : • ..� r i '' . N < <� a 26 \4 0 1 It t € 224, �" t 1' q �^ N c b 0 0 �` m v. ` O NEW REST E ❑ 30 4� I3 FF : 224. 5 PO.C' SEWER i i ' l/ i tt a 24 ll U It► } ,, 223 a �� 11 tio PAD 223.8 r ,� • • '- .: e � , Wf1tAN D B UFF ER E A S EME NT u NE, ! 'q Al?,_ . �. E l '' �y ❑ \ �w ,t _ 13 �� ❑ i i \ \IRREVOCABLE OFFER ❑ it I t t� EDICATE LINE �❑ ❑ 0 ti ❑ �� It 14 #i tu � r � \\ � _ = ° NOTE : I �1 h� ❑ [�- / z° =1l d =w" EAR N ❑ �. - - / AND BU, LLl' ❑ ___- . ❑ L)h f rn F 7' ❑ �±' s ❑ ... ❑❑ o ❑❑ \ `l ' ELEVATIONS REFLECTED ON THIS PLANS (9602 -G) ARE � � �. f - ❑❑ � e' tier - � ❑❑ 2 ❑ 18 ❑ ❑❑ / � �� a � f � �� p `� 7 71 BASED ON NGVD 29 DA TUM WHICH IS 215 FEET LOWER A _. 1 a - - - y ❑❑ / t /�c'�� It i _..:�' ❑, 22 WETLAND BUFFER. 1 o I - t B °�o� I THAN NAVD86 DATUM _ - EASEMENT LINE ❑ - ❑ ❑- 224 ❑ (/C f' ❑ \ , --- T¢ KEY DATA NO TES No DESCRIP RON / _ ,7 1 1 A EXIST STORAGE SHED W- PtA�%O fLIE [c 7� 1� % ,, \� \\ 10 �FiI gNO BUS EA // g r ?�8l I , I .� /� 1 r -- _S£dIENT �° ,1 ❑ /E27,�P0 lot 2 NEW 3 "' WIDE BLADED SWALE SEE SECTION 'A' [Do OTE : ` \ i 2 - 22D?❑ titi 3 NEW 12 SQ CA 7,`H BASIN WITH STEEL GRATE BY NDS OR APPROVED EQUAL. NOT CONNECT ONSITE DRAINAGE ` \ l / I -' -2�� 1 ` 4 SAUNA, AREA, DESIGN BY NOT A PART IPES TO 0FFS17E BY PASS DRAINAGE 24 : 5 SEWER ICLEANOUt PER SDRSD S -4 ❑ �L v= ' © lk BEACH VOLLEYS LL COURT WITH 16" MIN THICK SAND BASE. REFER TO �� \ / ❑�` 2 ❑, ti° \ _- J .., � T- LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ❑ NEW 9' SQUARE CATCH BASIN WITH STEEL GRATE BY 'NDS' NEW AC UNIT LOCA77ON WITH PCC SLAB `\ \\ ❑ `'I 1 ` \` 24 ~` 23 yti _ ❑8 NEW PA 770. PCC NEW PCC DRIVEWA Y. ENHANCED SURFACE PER LANDSCAPE PLANS. SEE SLAB. SEE SPECIAL N07E No. 12 SHEET 2A. FINISH SURFACE PER \`\ ❑ , ❑ - -- m ` \\ APE PLA S SPECIAL NOTE Nor 13, SHEET 2A ` \\\ ❑ ❑ ❑ i 1 '� NEW NEW AC DRIVEWAY. SEE SPECIAL NOTE No. 14 SHEET 2A `\ IEI� �� fit/ ❑� tr 1C NEW 4TONE CONC. STEPS SEE LANDSCAPE PLANS FOR ADD1770NAL INFORMATION ` \ n G 0• � "•'..� g NEW BIORETENRON BASIN AREA FOR BMP PURPOSES SEE SECTION C ` ` i5 ❑ / SEE N�rf /E �� \ �j - l ❑ D` WIDE DECOMPOSED GRANITE', 3" MIN THICK PATHWAY• SEE LANDSCAPE `\ Dti J �1�/ L T DAYLIGHT LINE `v` �� ❑ �' (2� Aa� d PLANS FOR ADDI ONAL INFORMA770N vv ❑ ❑ , ❑` O NEW MASONRY WALL PER SDRSD C -5 ``� �, z 11 NEW 5'HIGH CONCRETE SCREEN BLOCK WALL. FINISH SURFACE PER LANDSCAPE ` '' PLANS NEW 9" DIA CATCH BASIN W47H A77?IUM GRATE BY 'NDS' OR APPROVED (22t j �v ��'�/� ❑� p' i 15� l OT�1S11GIQ21tE�PT/'C^ 12� `` �° v` W Lu i� 30 " 2 I �` 6`1\ `' c,1 Q 12 J I VIC U1Tf111V UH 1A EQUAL. SEE DETAIL 'D' v` v`v ADDl770NAL INFO MAIION � NEW STEPPING STONES PAVERS SAND SET GROUND COVER IN BETWEEN BY 219.5 .\ _ IJ No ESCRIPRON LENGTH SLOPE No 124.5 LF DESCRIPTION V47E PVC SEWER LATERAL (SDR 35 MIN) O 1.25% WITH LENGTH SLOPE 1❑ 6,8e SOLA WALL PRIVATE PVC STORM DRAIN PIPE (SDR 35) 23.0' 16.7% 10 8" SOLID WALL PRIVATE PVC STORM DRAIN PIPE (SDR 35) 49.5' 120% 2 6" SOLID WALL PRIVATE PVC STORM DRAIN PIPE (SDR 35) 29.0' 20% it 6" SOLID WALL PRIVATE PVC STORM DRAIN PIPE (SDR 35) 19.0' 220% 3 b' SOLID ALL PRIVA PVC STORM DRA /N PIPE SDR 35 30:0 21.0% W-6 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 95 15.5% 4 6 SOL) IWALL PRIVATE PVC STORM DRAIN PIPE SDR 35 10.0 5.0% i❑8 NEW SNAP CUT TONE PAVERS SET ON CONC BY SIERRA SANDSTONE OR WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 67.0 1.65% _ 5 8 S&IDIWALL PRIVATE PVC STORM DRAIN PIPE SDR 35 134.5 2t% 14 jr SOL! ALL PRIVATE PVC STORM DRAIN PIPE SDR 35) 53.0' 3.3% 6 6 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 520 20% 5 DESCRIPRON SAN DIEGO CO.BENCH MARK 'OC -0073' WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 41.5 2.1% 7 6 SOLID WALL V r 16 6 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 16.0 10.4% 8 6 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 21.0 20% i 6 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 18.0 79% - -; 9 6 SOLID WALL PRIVA TE PVC STORM DRAIN PIPE SDR 35 6.0 2.0% 18 8 SOLID WALL PRIVAIE PVC STORM DRAIN PIPE (S AR 35 120 -y "l `; 19 8 SOLID WALL PRIVATE PVC STORM DRAIN PIPE SDR 35 70.0 1.9% 8" I WALL PRIVATE PVC STORM DRAIN PIPE SDR 3 7 .0' 8 " v 2_m qAf FA k � �- STAIif S ° 2LW T • 0. 7' 2 `, : 4j� a \ s l- '- �•��.i�. . .:a <_ ' z 25 _ 6 � � ' � .,, ,' ❑ .,a`� F5•; N itil 2 3 EWE m? - .. 4.12 ,�`�� -_. � •�: ` �`° --�- �'`� A . g 4 .• 13 20 450 PAD 223.4 •£t . q. . ' .. �3.3T 2 .; ❑ � h' �,o,.,, , 0Q � •:; , t3- tr �", �• . • .'. `,❑t -; ''' �": `\ t --•� '�, �`�' � tiNryti � �: ,�._'y w❑ � ,� �,-•- � ,22 � �. All • �6 ' ry� t � 0 t7 � i �� $ F' "` " -ti' ..\;:k, � �, . < FL 22 "`"� \i - .___.___ `--:° ❑ , ' ,•d' .. _4 "'°�:�_ - a. \ � .w 3.. ` )a sI,Y� {. .^.r "i � iy Y. \ 4 !/ / i CA ❑' � A'`'� way - r . i x _ ` � j " ��-< his � i� ❑❑ I ,.• _ ;.'.\ i 8 m fir. .;• •;�.: �� :• 5 v d. b 3 :« f t• 9 h,- 2 •'� yt "' • rt: V � • r UN ,. .�• #t Al c z• � � :ate `�' •, _: »�� 19 -.� .;_- ❑ a •'^i• - y `L ._.,,.. � � c�i �---� 'tea •.� ..�'::`:^� 1�y.,_, - fl A O ,:, ... L ❑ I t •. + z., �J � r' ., w a -. , .,- ::- „. - 1 1. • . . _;'"^< . s ,, .. i ^,� �°,. i,.. „22 (G 22� w . _-=�- s'" yL �y.., I : • ..� r i '' . N < <� a 26 \4 0 1 It t € 224, �" t 1' q �^ N c b 0 0 �` m v. ` O NEW REST E ❑ 30 4� I3 FF : 224. 5 PO.C' SEWER i i ' l/ i tt a 24 ll U It► } ,, 223 a �� 11 tio PAD 223.8 r ,� • • '- .: e � , Wf1tAN D B UFF ER E A S EME NT u NE, ! 'q Al?,_ . �. E l '' �y ❑ \ �w ,t _ 13 �� ❑ i i \ \IRREVOCABLE OFFER ❑ it I t t� EDICATE LINE �❑ ❑ 0 ti ❑ �� It 14 #i tu � r � \\ � _ = ° NOTE : I �1 h� ❑ [�- / z° =1l d =w" EAR N ❑ �. - - / AND BU, LLl' ❑ ___- . ❑ L)h f rn F 7' ❑ �±' s ❑ ... ❑❑ o ❑❑ \ `l ' ELEVATIONS REFLECTED ON THIS PLANS (9602 -G) ARE � � �. f - ❑❑ � e' tier - � ❑❑ 2 ❑ 18 ❑ ❑❑ / � �� a � f � �� p `� 7 71 BASED ON NGVD 29 DA TUM WHICH IS 215 FEET LOWER A _. 1 a - - - y ❑❑ / t /�c'�� It i _..:�' ❑, 22 WETLAND BUFFER. 1 o I - t B °�o� I THAN NAVD86 DATUM _ - EASEMENT LINE ❑ - ❑ ❑- 224 ❑ (/C f' ❑ \ , --- T¢ KEY DATA NO TES No DESCRIP RON / _ ,7 1 1 A EXIST STORAGE SHED W- PtA�%O fLIE [c 7� 1� % ,, \� \\ 10 �FiI gNO BUS EA // g r ?�8l I , I .� /� 1 r -- _S£dIENT �° ,1 ❑ /E27,�P0 lot 2 NEW 3 "' WIDE BLADED SWALE SEE SECTION 'A' [Do OTE : ` \ i 2 - 22D?❑ titi 3 NEW 12 SQ CA 7,`H BASIN WITH STEEL GRATE BY NDS OR APPROVED EQUAL. NOT CONNECT ONSITE DRAINAGE ` \ l / I -' -2�� 1 ` 4 SAUNA, AREA, DESIGN BY NOT A PART IPES TO 0FFS17E BY PASS DRAINAGE 24 : 5 SEWER ICLEANOUt PER SDRSD S -4 ❑ �L v= ' © lk BEACH VOLLEYS LL COURT WITH 16" MIN THICK SAND BASE. REFER TO �� \ / ❑�` 2 ❑, ti° \ _- J .., � T- LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ❑ NEW 9' SQUARE CATCH BASIN WITH STEEL GRATE BY 'NDS' NEW AC UNIT LOCA77ON WITH PCC SLAB `\ \\ ❑ `'I 1 ` \` 24 ~` 23 yti _ ❑8 NEW PA 770. PCC NEW PCC DRIVEWA Y. ENHANCED SURFACE PER LANDSCAPE PLANS. SEE SLAB. SEE SPECIAL N07E No. 12 SHEET 2A. FINISH SURFACE PER \`\ ❑ , ❑ - -- m ` \\ APE PLA S SPECIAL NOTE Nor 13, SHEET 2A ` \\\ ❑ ❑ ❑ i 1 '� NEW NEW AC DRIVEWAY. SEE SPECIAL NOTE No. 14 SHEET 2A `\ IEI� �� fit/ ❑� tr 1C NEW 4TONE CONC. STEPS SEE LANDSCAPE PLANS FOR ADD1770NAL INFORMATION ` \ n G 0• � "•'..� g NEW BIORETENRON BASIN AREA FOR BMP PURPOSES SEE SECTION C ` ` i5 ❑ / SEE N�rf /E �� \ �j - l ❑ D` WIDE DECOMPOSED GRANITE', 3" MIN THICK PATHWAY• SEE LANDSCAPE `\ Dti J �1�/ L T DAYLIGHT LINE `v` �� ❑ �' (2� Aa� d PLANS FOR ADDI ONAL INFORMA770N vv ❑ ❑ , ❑` O NEW MASONRY WALL PER SDRSD C -5 ``� �, z 11 NEW 5'HIGH CONCRETE SCREEN BLOCK WALL. FINISH SURFACE PER LANDSCAPE ` '' PLANS NEW 9" DIA CATCH BASIN W47H A77?IUM GRATE BY 'NDS' OR APPROVED (22t j �v ��'�/� ❑� p' i 15� l OT�1S11GIQ21tE�PT/'C^ 12� `` �° v` W Lu i� 30 " 2 I �` 6`1\ `' c,1 Q 12 NEW SHOWER AREA. REFER TO LANDSCPE PLANS FOR FINISH SURFACE & EQUAL. SEE DETAIL 'D' v` v`v ADDl770NAL INFO MAIION � NEW STEPPING STONES PAVERS SAND SET GROUND COVER IN BETWEEN BY 219.5 .\ NEW LANDSCAPE AREA SIERRA SANDSTONE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMA7ION TOR 14 124.5 LF - 4" V47E PVC SEWER LATERAL (SDR 35 MIN) O 1.25% WITH NEW 6" DIA. CATCH BASIN BY 'NDS, GRATE PER ARCHITECT 219.5 INSPECTION NEW FENCE 21561 1 NEW BBQ AREA. SEE ARCHITECTURAL PLANS 31 NEW 24 SQ CONCRETE BOX CATCH BASIN WITH STEEL GRAr, BY 'BROOKS'-- IE 16 NEW MASONRY R I FTAINING WALL PER SDRSD C -4 PROTECT EXIST HORSE TRAIL IN PLACE - -- _ 1 NEW WATER FEARJR& DESIGN BY OTHERS 2' WIDE X 3' LENGTH X 12" DEEP - 2" - 3" CRUSHED ROCK 216• 1 NEW SANDSTONE PAVERS OVER 2" LEVELING SAND OVER 4" OG BY SIERRA Z°J MASONRY RET WALL PER SDRSD C -2 ., SANDSTONE. SEE LANDSCAPE PLANS FOR ADDl110NAL INFORMATION. REFER SECTION 5' WM11DE x 10' LENGHT RIP RAP ENERGY DISSIPA TOR PER SDRSD D -40, USE 08-5 `e `° " •_ 'E, SHEET 2A No. 2 BACKING 12" 774ICK FILTER BLANKET OF 114" ROCK " i❑8 NEW SNAP CUT TONE PAVERS SET ON CONC BY SIERRA SANDSTONE OR PROTECT EXIS71NG POND AREA 1z ^, °' '�,,,>P LI APPROVED EQUAL SEE LANDSCAPE PLANS FOR ADD177ONAL INFORMA7ION CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE 6 Ch s S_H K rar DESCRIPRON SAN DIEGO CO.BENCH MARK 'OC -0073' - a G D Aj X40 LOCARON ON TOP OF TOP HEAD WALL AT SOU7HWEST u HORIZONTAL: 3 QS ° .BU L 2, 2q, /(o (� LEUCADIA BLVD & ORPHEUS ST. IN THE SLY SDWLK 1!'- 10 OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' VERTICAL. NONE RON 178.54 DATUM D7d•t'E:X OR . Y� PVC PIPE r 31 �� QR FESSI y9 t 1 z /r. y.w -t 4NDY" R• t3 INN odT& �� pV R. Bq �F� �. Z G•b2 /NlDEXS•d LONd x � �' AGT As o//T. 'ObV oR�f` /CE. � W._. GONTR4 M 0f3 /G L f6AFdff4il �/i \ Q� t y G w TNldlKTR61PL'ZOlm4 GONG, �+ { GNANNLL, E J"2U "C A F£ 40 air \\ w o. 0 m 3 ❑ 1 Us 21q a ❑ 2500 P51 GdNC `. 9 \\\ 6c¢ 6/30/1-4 m N $ NOTES c i v k\,-- P 7r1NIDE x3'LDNCb glP-RAl' }i 1. BlORE7EN710N BASIN. NOT TO BE MODIFIED WITHOUT CITY i "\` � Of CAL F cA a '- - _F�fidY (J/331t'ArOFf PERMIT AND SHALL BE MAINTAINED BY HOMEOWNERS PER - " -- _ SW TREATMENT FACILITY MAINTENANCE AGGREMENT `` > Z; m REC.S�-_!!t DOC NO ------ `` > 5w, SPACE LINE % P \ \ o "'o _ 0 OVS � ''w, 2. "fLAT LEVEL PORTION OF 8/ORETENflON BASIN SHALL BE � \ \ � fl /� TAiJ 11 - -✓ ! ; 1,4801,395 SF MINIMUM EXCLUDING SIDES SLOPES" i r y. e Z DESIGNED BY: DRAWN BY: CHECKED BY: RGP RGp ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. o PLANS PREPARED UNDER SUPERVI 10 OF RECOMMENDED: APPROVED: GRADING PLANS FOR: Z, o DATE:. /vi. iVl GISH RESIDENCE 9602 -G z 0 W R.C.E. NO.: 38180 MASIH MAHER F•OVGLENN PRUIM n- z 613 14 APN 264- 020 -18 RANDY BROWN EXP.: s-3C 14 Lu ¢ 0- BATE DATE TPM 93 -119 ./ CASE No. 06 -009 DR SHEET 3A F 6 JOB No. 13 -002 DATE 5 -19 -14 „< JOB No. 13-002 DA I 1 5-19-14 /Z\ Lid Lid z z I z 0 NW .z o z z ,Fw Z6m F, W , DZ6 0 Q,a Z.x JO 10) -N 6 1 z 0 CD LL z 0 < CE z U) LU u) Lu z Lu Ir 000 z 0 = LILJ IL ------- je� 0 10 20 40 60 SCALE T' 20' -- -------- - - ----- ------ BMP LEGEND Awl t 1, Jill LEGEND DESCRIPTION SYMBOL - --------- A DIRECTION OF LOT DRAINAGE MATERIAL & WASTE MANAGEMENT CONTROL BMPs.- ✓ MATERIAL DELIVERY AND STORAGE ---------- ------- Fw-41 SPILL PREVEN770N AND Cl L 0 4/ ---------- ------ --- f—I I'll, M4 5 SOLID WASTE MANAGEMENT F1 Fsw 61 HAZARDOUS WASTE MANAGEMENT ; . . ................. s .......................... --- --- M -8 CONCRETE WASTE MANAGEMENT ST tm SC-6 Fsc- 11 FKM---9 1 SANITARY I MANAGEMENT 0 1A 7EMPORARY RUNOFF CONIROL Bill SC-1 0 R FSS--21 PRESER VA 77ON OF EXISTING VEGETATION ss-4 SS -4-1 HMROSEEDING (SUMMER) r -�j SS 1 STRAW MULCH u yy [SC 1 SILT FENCE 1 Esc 11 EACH NEW 0AIJ Fsc -61 GRAVEL BAGS FG - 2XQ OF f, a - L7 22.14Z • I PAD Fs C- 71 S7REET SWEEPING & VACUUMING t -1/ FTC-1 STABILIZED CONS7RUC770N EN7RANCE 1 It 110 I SC-71 C-6 1g I 1156 PERMANENT BMPS IMPLEMENTA PON OF EFFICIENT IRRIGA 77ON SYSTEMS � OUTLET PR07EC71ON Iss v NEW RESIDENCE FF - 2,24.5 PAD 22.18 wvwpu�vmEv * DEWLQPMENT BYPs. S EP �E 47tox/ f 11E I LM E ttTN �Aa sc-t/ rsl 2 5 I 76c E LOW IMPACT MINIM12F DISTURBANCES TO NATURAL DRAINAGES �9 `�'t 0 �EAI MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES v V ClD 22.2 6 IIIH zi ❑ fk - - I - 11, — V I i Z *?... - . zy I DRAIN RUNOFF FROM IMPER14OUS SURFACES TO PERVIOUS AREAS EAND 0�9 k EAN TM 9.- M4\ X, Fyc 11 w- ... ....... - - 3, T P778 2 659 ULAWT M LID 3.2 PERMEABLE PAVEMENT DESIGN FKS-2 A 4 4-/1 S' V Fsc- —7 _7 7 �AZ /,L-z IV/ 7 - /I % 0 to Pff-21 If 7�A W a �EC- 10 v vv EA�W#T M I 218" If 0 Y", vvy fESS/ r4 Y�- No. 36190 ¢ 55/30/14 8 3LIMU& c/V ll?. 14;IVv Lure OF ck- \A1 5 14 E APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: 1 CHECKED I ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINFERING SERVICES DEPARTMENT DRAWING NO. RGP RF43 CHANGE NO. DESCRIPTION R6j?LAJ sNfira 3 A,4 -A^ 4 1 Ili 14 DESCRIP71ON SAN DIEGO CO BENCH MARK '0C-QJ TOP OF TOPHEAD WALL, ATSOUTHWST HORIZONTAL: V=20 PLANS PREPARED UNDER SUPERVISION OF DATE: 5-19-14 1 RECOMMENDED: APPROVED: --M I MAHER 1COVIGILEININ I EROSION CONTROL PLANS FOR: GISH RESIDENCE 9602-(3 ,40VE0 Q166-rJ6 - 4 EMS ill 6a"d"* A& IIA CLOCARONON 'Ag-OUILT' jign . L�!, LEUCADIA BLV) & ORPHEUS S T. IN THE S`L Y SQ Ii OF LEUCADIA BLJ 3' FROM FACE OF CURB & 37' VERTICAL: NONE A�4:—" OWN I 35190 EXI 6-30-14 14 DATE DATE APN : 264-020-18 TPM 93-119 / CASE No. 06-009 DR IELY OF 7RAFFIC SIGIVAL ON THE CORNER SHEET 4A OF& aEVA 1ION 17&54 DATUM NGVQ 29 JOB No. 13-002 DA I 1 5-19-14 /Z\ Lid Lid z z I z 0 NW .z o z z ,Fw Z6m F, W , DZ6 0 Q,a Z.x JO 10) -N 6 1 z 0 CD LL z 0 < CE z U) LU u) Lu z Lu Ir 000 z 0 = LILJ IL 0 EASEMENT RIGHTS FOR PUBLIC RECREA17ONAL 7RAIL ARE TO BE GRANTED BY SUBJECT PROPERTY OWNER, AND MANY 777LE ISSUES ASSOCIAIED WI7H EXIS77NG PRIVi TE EASEMENTS AS SHOWN HEREON ARE TO BE RESOLVED PRIOR TO CONS7RUCRON. D _ •— - 093246" R = 100000' / / = 172.43' A 5 "W 16 SMHO \' SMH �► _ _ FU7URE HORSE AND PEDESTRIAN TRAIL _ N�p•5�3� N28, PER R.TM.P. GUIDELINES / — —�— — LONE 53¢E < —% \ — — SACK _ _ SDGE VAULT ROAD _ _ _ _ (PRI V _ TES _ SUH _ 2:1 MAX AX Z _it'd I � /C� ✓� rr ,r ir.- - -ir__ — rr - - - -- \ A�:t ",2o, EXISTING FENCE TO BE \ SC EUCALIPIUS TO BE PROPOSED 6' 7RAIL RELOCATED AS NECESSARY \ GRAPHIC SCALE REMOVED (7YP OF 8) Z D / \ E / / \ 0' 5' 20' 30' 40' 60' IL �\ 0 EASEMENT NOTES AO AN EASEMENT TO OLIVENHAIN MUNICIPAL WA7ER DISTRICT REC. OCTOBER �_ \ EXISIIN\ (RAIL 27, 1971, AS FILE NO. 247286 OF O.R. a \ \ \ M \ AN I REVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD & INCIDENTAL \ O OSES REC. JANUARY 27, 1975 AS FILE NO. 75- 018890 OF O.R. & B AN N EASEMENT FOR ROAD, WA7ER PIPE LINES & U77LITY PURPOSES A RTED TO GREGORY H. BROWN REC. DECEMBER 30, 1975 AS FILE 75 -3 7956 OF O.R. O AN EASEMENT FOR ROAD, U77LITY & INCIDENTAL PURPOSES GRANTED TO \ \ \ GREGORY H. BROWN REC, APRIL 28, 1977 AS FILE NO. 77- 159770 OF O.R. OD NEASEMENT FOR ROAD & U77LITY PURPOSES REC. MAY 1, 1975 AS FILE 75- 103227 OF OR FOR ROAD, WATER PIPE LINES & U77LITY \\ \ \ F '` \ PURPOSES REC, DEC. 30, 1975 AS FILE NO. 75- 367956 & ROAD, U77LITY & IN &/DENTAL PURPOSES REC. APRIL 28, 1977 AS FILE NO. 77- 159770 \ z ALL GRAWED TO GREGORY H. BROWN OF O.R. \ \ Q PRIVATE ROAD EASEMENT PER PM NO. 3765 \ \ \ \ F E A 60, \ ' (Z ) AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD & INCIDENTAL �� \ / \ PURPOSES REC. JANUARY 27, 1975 AS FILE NO. 75- 018890 OF O.R. © AN YSEMENT FOR ROAD & U77LITY & INCIDENTAL PURPOSES GRANTED TO \ \ \ - - — \ FREDgiICK F. BRONSON, & MARGARET M. BRONSON, HUSBAND & WIFE, N GARY A. SHELSIEAD & MEREDITH L. SHELSIEAD, HUSBAND & WIFE, AND GREGORY H. BROW, A SINGLE MAN, REC. JULY 22, 1977 AS FILE N0. `✓7- 295314 OF O.R. \. / H AN El Q ASEMENT FOR RECREA77ONAL TRAILS GRANTED TO CITY OF ENCINITAS REC (MARCH 1, 1994 AS FILE NO. 1994 - 0136483 OF O.R. O FILENAINAGE EASEMENT GRANTED TO WILLIAM H. GISH, III REC 717199 AS \ \ N0. 1999 - 0471311 OF O.R. `\ / \ \ 1. O AN EASEMENT FOR THE INSTALLATION, CONSTRUCTION, OPERA 70N, \ \ 1 — — \ \ \ ` ` ` \ I MAIN17ENANCE, REPAIR, REPLACEMENT AND RECONS7RUC77ON OF SEWER PIPELINES, AND ALL S7RUC7URES INCIDENTAL THERETO GRANTED TO THE CARDIFF SANITA77ON DISTRICT, RECORDED DECEMBER 17, 1999 AS FILE NO. 19990817910 OF OFFICIAL RECORDS Q EXIST IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY PER DOC. NO. 81- 288229, REC. SEP7EMBER 9, 1981. © PRIVATE ROAD EASEMENT IN FAVOR OF PARCEL 1 OF PARCEL MAP NO. 3765, AND PARCEL MAP NO. 11725. Q OPEN SPACE EASEMENT PER MAP NO. 18210 QN W EILAND SETBACK BUFFER EASEMENT PER DOCUMENT NO. zpp7- os�ss4/ RECORDED sNAYPI,aM7 QO S7EEP SLOPE PRESERVA77ON OPEN SPACE EASEMENT PER DOCUMENT NO. Zl -av*M / RECORDED BUY F4 21Xi7 10' EASEMENT 6' TREAD EP 2% MAX 3" BERM 2.• MAX 1 XIS77NG ROAD -L DA YLIGHT 4" MIN. DECOMPOSED GRANDE (DG) OVER 90% COMPACTED NA77VE SOIL SEE ENCINITAS 7RA /LS MAS7ER PLAN 7RAIL STANDARDS FOR ADD177ONAL INFORMATION. RECREA TIONAL TRAIL SECTION NO 7E. RECREA17ONAL TRAIL SHOWN FOR FUTURE DEVELOPMENT AND NOT A PART OF 9602 -C A 9 BZ/YLT QAlny 4986WN z9d7& GRADING QUANTITIES: CUT 30 CY FILL 160 CY IMPORT 130 CY Q poFESS / :0; m` w U6/30/08 m * OF CAL\F N TS kEWSIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. DEMED DY DRAW BY CNECKED BY CAC DND RRB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECREATIONAL TRAIL EXHIBIT FOR: SAN DIEGO CO. BENCH MARK 'OC - 0073' CHISELED RECOMMENDED APPROVED 1 �d 6 BU1L T 2 2d "/6 SQUARE IN TOP OF HEADWALL LOCATED AT SOU7HWEST2 A� GI SH RESIDENCE • CORNER EL CAMINO DEL NOR1E &RANCHO SANTA HORIZONTAL 1 =20' /� DATE �� O 9602_G z3 `v FE ROAD !° RCE No. 36190 BY: 10 M BY: LONE HILL LANE — PARCEL 1 !- VERTICAL N/A tt _ AND R. BROW DAZE : �� j,� n DATE : Li/10 A.P.N. : 264- 020 -18 ELEVA77ON : 119.476 DATUM : USC & GS SIGNA RE DATE R.C.E. .ENGINEER OF WORK EXP. 6/30/08 JOB N0. 05 -014 DATE: 11106107 CASE No. 06 -009 DR TPM 93 -119 SHEET 5 OF(o Q (5 o Z m � a W W x Z LL Z Z o ow ro �•' ,0 �+ m w wZ dS z a (!) 5 w o a Q ZJw O "m F Nw Q> =6m i a J>LL yZLL 0 0 ^ < w co ONO 0z )ge CHANGE NO. I PRESERVATION OPEN SPACE EASEMENT LIA STEEP SLOP£ - PRESERVA17ON OPEN SPACE EASEMENT LINE "NON- STRUCTURAL FILL" AS RQLEC7ED IN UNCONTROLLED EMBANKMENT COVENANT REC.'�y , DOCUMENT x245.0 N0.lK'b��65_ QUO STKut-TOOLE TO bcs cowstto f6o N ruts AREA w ut AO Ds naval (244) STEEP SLOPE PRESERVATION OPEN (240) SEE 3A OF 6 NOTE DO NOT CONNECT ONSITE DRAINAGE PIPES TO OFFSITE BY PASS DRAINAGE DESCRIPTION APPROVED DATE BENCHMARK SCALE SELY POR77ON SITE & DESCRIP77ON SAN DIEGO CO.BENCH MARK OC -0073' LOCA77ONON TOP OF TOP HEAD WALL, AT SOUIHWEST HORIZONTAL: V=19 14. LEUCADIA BLVD & ORPHEUS ST. IN 771E AY SONK OF LEUCADIA BLVD. 3' FROM FACE OF CUR€ -& 37 VERTICAL: NONE ELY OF 7RAFFIC SIGNAL ON 7HE CORNER ELEVATION 17854 DATUM NGVD 29 C) J PLANS PREPARED UNDER SUPERVISION OF DATE: 8 -29-14 R.C.E. NO.: 36190 RANDY P. BROWN EXP.: 6 -30 -16 1 1 i1 L1 1 0 5 46 20 ''SCALE : T' = 10' NOTE : ELEVA71ONS REFLECTED ON 7HIS PLANS (9602 -6) ARE BASED ON NGVD 29 DATUM WHICH IS 2.15 FEET LOWER THAN NAVDB8 DATUM. NOTES : 1. BIORE7EN770N BASIN. NOT TO BE MODIFIED WITHOUT CITY PERMIT AND SHALL BE MAINTAINED BY HOMEOWNERS PER SW 7REATMENT FACILITY MAIN7ENANCE AGGREMENT REC. 5-29= i4____,DOC NO. 2014_0220391 2. "FLAT LEVEL POR77ON OF BIORE7ENTION BASIN SHALL BE s DO •° °p�q �/ > p�.' III ., "4' r �5- �LlILT x��; U✓ 3kI(:r n4lVOY BROWA/ De re C3 f No. 36190 r Exp. 6/130/16 (PJ. CIVt� �P 1,395 SF MINIMUM EXCLUDING SIDES SLOPES" 9rFOF CA, \F�� IV Et„) SNEE7 ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT RECOMMENDED: APPROVED: GRADING PLANS FOR: AA 104-- GISH RESIDENCE MASIH MAHER FOt GLENN PRUIM 14 APN 264- 020 -18 DATE DATE TPM 93 -119 / CASE No. 06 -009 DR JOB No. 13 -002 DATE 5 -19 -14 [X 0 z ir w w z z w z 0 Ee WZ¢U¢ ?QW ❑ w�lW Q ?�m J�LL 3 O060 m of U N 1 a DRAWING NO. 0 o 9602 -G w Lu Q Www zcz z w C a SHEET 6 OF 6 E STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACWRES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIR OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CO D STEEL PANELS/PLATES CONSTRUCTION VEHICLES i A SPECIFIC AREA AWAY FROM GUTTERS AND STORM L BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, A EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SU ESPECIALLY SHALL BE PR07ECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVA71ON AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONS7RUC7ED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION S17F CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION. TEMPORARY VEGETA71ON MUST BE PLANTED ON SLOPES OR WHERE CONSIRUC77ON 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 VEGETA7ION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSIRUC77ON 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. CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SIZE ELIMINATE OR REDUCE POLLU71ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCEN7RATED STORMWA TER ROWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 71MES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR KITH THE CITY OF ENCINITAS STORMWATER POLLU77ON CONTROL REQUIREMENTS THESE BMP N07ES 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 DUMPS7ERS SHALL BE DISCHARGED INTO STORMWA7ER. BERMS /DIKES SHALL BE PLACED AROUND DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS7ERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSIER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPS7ERS WTHOUT LIDS SHALL BE PLACED WTHIN S7RUC7URES NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WTH 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 MA7ERIALS MUST BE TAKE AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FO INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL HAZA STE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION 0 S AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURF TRASH CANS AND RECYCLING RECEPTACLES AROUND 7HE SITE PORTABLE TOILETS MUST BE IN G00 ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL P ONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STO INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GU17ER, AND STORM DRAIN. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONS7RUCRON SITE. REVISIONS rA VICINITY MAP N. TS. APPROVED DA 1E REFERENCES I DATE GRADING NOTES A. GENERAL 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 BY ENGINEERING DESIGN GROUP 777LED "LIMITED GE07ECHNICAL INWS77GA77ON AND RECOMMENDA PONS. PROPOSED NEW GISH RESIDENCE LOCATED ON LONE HILL ROAD (APN 264 - 020 -1800) IN THE CITY OF ENCINITAS, CALIFORNIA" (EDG. 1053812-1), DATED MAY 31, 2006 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 774E RECOMMENDA77ONS AND SPECIFICATIONS CONTAINED IN SAID REPORT J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCA71ON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC71ON WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDI7ION 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. IL THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, S, SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE DERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRA EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN 0 Y SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5. JO P.M. AND 7: 30 A.M. NOR ON S SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERA71 LL COMMENCE UN77L A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FO PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CON AND PERMIT7EE. 714E PREGRADE MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST RS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRLICIT ALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS PROJECT THE R SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPO L ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT OR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED AXON SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT Na 9602 -G. HAS BEEN PERFORMED IN SUBSTAN71AL CONFORMANCE WITH THE APPROVED GRADING OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN °. THIS STATEMENT SHALL BE FOLLO BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER71FIES SUCH GRADING OPERA 170N. B. 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 EXIS77NC U77LIlIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT ANY EXISTING U77LI71ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON7RACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICA71ON AND LOCA77ON OF U71LI77ES AND N071FICA77ON OF COMMENCEMENT OF WORK.• SEWER (CARDIFF SANITATION DISTRICT) 1- 760 - 633 -2770 SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 WATER (OLIVENHAIN WATER DISTRICT) 1- 760 - 753 -6466 PACIFIC BELL 1- 800 - 422 -4133 CABLE TV 1- 800 - 422 -4133 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BE ANY WORK ON THIS PROJECT. PHONE.• (760) 633 -2770 J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPE NE. (760) 633 -2770. ALL WORK PERFORMED W7HOUT BENEFIT OF INSPEC SUBJECT TO REJECTION AND REMOVAL. C. GRADING 1. ALL GRADING SHALL BE INSPECTED AND QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL IN TEST THE EXCAVA71ON PLACEMENT AND COMPACTION OF FILLS AND RAC COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUI L DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION 0 OPERA77ONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY DER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXC RE CONSTRUCTED IN ACCORDANCE W774 THE APPROVED GRADING PLA AT ALL EMBANKMENTS AND EXCAVATONS ARE ACCEPTABLE FOR THEIR USE. 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 PROPER7IES OR TO FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFICATIONS 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 6° AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WTH SPECIFICA710NS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, 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 NTH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. D. LANDSCAPING 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 IRRICA77ON STANDARDS. 2. FINISH GRADING AND PLAN71NG SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLE7ION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. E EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WILLIAM GISH (760- 436 -9080) 24 HRS. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17F AT CONVENIENT LOCA71ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CON7RACTOR 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 ADD177ONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WA7ERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFA 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC71 E OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE S LL BE STABILIZED W17H PUNCHED STRAW INSTALLED IN ACCORDANCE 35023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STA ORNIA DEPARTMENT OF SERVA710N. S EER'S CERTIFICATE 1, STEVEN A REGISTERED CIVI IN THE STATE OF CALIFORNIA, PRINCIPALLY D ESS IN OF APPLIED SOIL MECHANICS, HEREBY CER71FY THAT A SAMPLING A SOILS COND177ONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UND ION ON MAY 31, 2006. ONE COMPLETE 1H RT COMPILED FROM THIS STUDY, WITH MY RECOMME HAS BEE SUB THE OFFICE OF THE CITY ENGINEER. FUR RPORA IN 'HA VE THESE I CLUDADI IN PLANS HE OILS SPECI ANS �D PROJECT AVE BEEN SIGNED. RCE NO.: EXP. DA STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS 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 PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SXH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY T DER. BY.• q� DATE: 5 l W( 67 RAN Y P. BROV RCE NO.: 36190 EXPIRATION DATE.• OQ108 COMPANY: SOWARDS AND BROWN ENGINEERING INC. ADDRESS: 2187 NEWCASTLE AVE. SUITE 103, CARDIFF CA. 92007 PHONE: 760 - 436 -8500 ENGINEERS JOB No.: 04 -079 PARKS AND RECREATION DEPT. PUBLIC WORKS DEPARTMENT ENCINITAS FIRE DEPARTMENT REVIEWED BY. REVIEWED BY- REVIEWED BY DATe � SIGNATURE DATE p SIGNATURE DATE SCALE PLANNING & BUILDING DEPT. DESIGNED BY ORANNBY GAC DND SAN DIEGO CO. BENCH MARK 'OC - 0073' CHISELED I I PLANS PREPARED UNDER SUPERVISION OF SQUARE IN TOP OF HEADWALL LOCATED AT SOUTHWEST HORIZONTAL 1' -20' CORNER EL CAMINO DEL NORTE & RANCHO SANTA FE ROAD VER71CAL N/A ELEVATION,: 119.476 DATUM, .USC & GS RANDY R. BROI N ' ENGINEER 'OF 'WORK ENVIRONMENTAL REVIEW NOTES 1. EARTHWORK QUANTITIES CUT - 700 C. Y. - 1150 C.Y. 450 C. Y. 2 STEEPEST \ OPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 40% J. MAXIMUM VER71CAL D T IS 7.0 FEET. MAXIMUM VERTICAL DEPTH 4.0 FEET. 4. VOLUME OF CUT 18,900 CF AREA OF CUT 12,550 SF = 1.5 FEET EP7H OF CUT VOLUME OF FILL 31,050 CF LEGEND STANDARD SYMBOL PROPERTY BOUNDARY PROPOSED ROOF. 6,900 SF EXISTING CONTOUR 470 SF PROPOSED DRIVEWAY EXISTING ELEVATION TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION. 11,170 SF EXISTING SEWER MAIN 7,770 SF 6. AREA OF DISTURBANCE.- 38,000 SF (0.87 AC) EXISTING WATER MAIN 7. STEEP SLOPE PRESERVATION OPEN SPACE AREA CONTAINS SEWER MAIN Z - -SWR- - NEW CON 356 ° 3� A77ON t:s 0 EXISTING SLOPE ¢ NW FILL SLOPE PERMITS CUT SLOPE w =° SAWCUT LINE -II 1J DAYLIGHT LINE EARTH BLADED SWALE m W N' 0Q DIRECTION OF ROW - - SWPC GRASS BLADED SWALE (PER PLAN) a a CONCRETE HARDSCAPE (PER PLAN) RIP -RAP ENERGY DISSIPATOR SDRSD D -40 NEW PRIVATE STORM DRAIN PIPE SDR 35 = _ NEW 12 "X12" CATCH BASIN BY NDS' DEPARTMENT NEW 6" DIA ATRIUM GRATE BY 'NDS' CLEANOUT SDRSD S -3 - O = S17F WALL PER ARCHI7ECTS PLANS (PER SEPARATE PERMIT) LONE HILL LANE - PARCEL 1 FOUNDATION WALL PER ARCHITECTS PLANS !1711S% GRAVEL BAGS A.P.N.: 264-020-18, o� SILT FENCE (PER PLAN) 0 D ENVIRONMENTAL REVIEW NOTES 1. EARTHWORK QUANTITIES CUT - 700 C. Y. - 1150 C.Y. 450 C. Y. 2 STEEPEST \ OPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 40% J. MAXIMUM VER71CAL D T IS 7.0 FEET. MAXIMUM VERTICAL DEPTH 4.0 FEET. 4. VOLUME OF CUT 18,900 CF AREA OF CUT 12,550 SF = 1.5 FEET EP7H OF CUT VOLUME OF FILL 31,050 CF 36190 AREA OF FILL 25,400 SF = 1.2 FEET AVERAGE D ILL 5. IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 3,400 SF PROPOSED ROOF. 6,900 SF PROPOSED HARDSCAPE.• 470 SF PROPOSED DRIVEWAY 3,800 SF TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION. 11,170 SF INCREASE IN IMPERVIOUS AREA: 7,770 SF 6. AREA OF DISTURBANCE.- 38,000 SF (0.87 AC) 7. STEEP SLOPE PRESERVATION OPEN SPACE AREA CONTAINS 42,875 SF, MORE OR LESS Z OLIVENHAIN WATER DISTRICT REVIEWED BY.• DA 7E Z RCE No. 36190 EKP. -- -6130108 QROFES1 w ? No. 36190 Exp. 6130/08 G . 2 -7. ®3 �TgTF DAZE OF ca0F °��\P ARS DA 7E SIGN APPROVALS RECOMMENDgED RZM.APPROVED BY: '14 BY: ► d ry DATE : DATE : °$ R.C.E.= e CLIENT : SITE ADDRESS WILLIAM GISH Ill LONE HILL LANE 1205 LAKE DRIVE ENCINITAS, CA., 92024 ENCINITAS, CA., 92024 ASSESSORS PARCEL NO. 264 - 020 -18 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP No. 18210, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 25, 1999 ZONING.• RR - RURAL RESIDEN77AL OWNERS CERTIFICATE IIM� AGREED 7HAT FIELD CONDI7IONS MAY REQUIRE CHANGES TO THESE IT IS FUR D THAT THE OVER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE CH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESI THE PROPER COMPLE77ON OF THE IMPROVEMENTS `V 1� I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Z M HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC774TY fL a AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE SITE W Z 6 3✓ o z w WLLIAM GISH 111 dA Z 3 ° 0w t:s 0 ¢ NW PERMITS m 06 w =° 0) 0w0o DR /CDP PERMIT NO. 06 -009, AS PER PC RESO. 2006 -40 m W N' 0Q m SPECIAL USE PERMIT NO. N/A Q �No� FVm w a a TENTATIVE MAP NO. N/A = °N� w CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING & EROSION CONTROL PLAN FOR: GISH RESIDENCE 9602 -G LONE HILL LANE - PARCEL 1 A.P.N.: 264-020-18, JOB NO. 05 -014 ' DATE : ! 110 8107 WE AV. X-MA? TPM ' 93 -119 1 SHEET I OF 6 vJ 1%0 W sas Z n Ir W w Z_ Z W Z O W r 0 '0 CO �W WD wzo U) 0 w y (,y' Q �Um P IL 0 `"z° Z co ¢ V ON° EASEMENT NOTES : K AO AN EASEMENT TO OLIVENHAIN MUNICIPAL WATER DIS7RICT REC. OCTOBER 27, 1971, AS FILE NO. 247286 OF O.R. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO I N6627'12 "W 4 BY 4 IN (10 BY 10 CM) THE POSTS. © AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD & INCIDENTAL B I 75.00' TRENCH UPSLOPE FROM AND PURPOSES REC. JANUARY 27, 1975 AS FILE NO. 75- 018890 OF O.R. & S ) ALONG THE LINE OF POSTS. AN EASEMENT FOR ROAD, WATER PIPE LINES & UTILITY PURPOSES N89.0841 "E 399.37' GRANTED TO GREGORY . BROWN REC. DECEMBER 30, 1975 AS FILE 75- 367956 OF O.R. i I I t TL,r > �I J/- \ �� / / ` w , -0 GRAVEL BAGS OVERLAP ONTO CURB © AN EASEMENT FOR ROAD, U77LI AL PURPOSES GRANTED TO A I I GREGORY H. BROWN REC. APRIL 28, 1 0. 77- 159770 OF O.R. NO0.52'35 "W 16794' I I r r - i- -J =III= -1TI -III. Ili= OD AN EASEMENT FOR ROAD & UTILITY PURPOSES REC. M FILE / / I N l �� -1TII IT_III I= 4 IN (1 o CM) N0, 75- 103227 OF O.R., FOR ROAD, WATER PIPE LINES & U I l / L � PURPOSES REC, DEC. 30, 1975 AS FILE NO. 75- 367956 & ROAD, U 1/ I I i 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE & INCIDENTAL PURPOSES REC. APRIL 28, 1977 AS FILE N0. 77- 159770 / / I I i (�l 0 3 FT ( ) MIN. M 0 9 THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. ALL GRANTED TO GREGORY H. BROWN OF O.R. J / I I i i I INTO THE TRENCH. Q A 60' PRIVATE ROAD EASEMENT PER PM NO. 3765 D C / ��ti� M /�C' I III II I) I I I II Q AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD &INCIDENTAL / ^ L i � � ti 1 RUNOFF ��( I � II FILTER FABRIC �( PURPOSES REC. JANUARY 27, 1975 AS FILE NO. 75- 018890 of O.R. d = 095246 " -; �� j GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED / = 1I1= 1I1= 1I11::::_: WIRE - G 10 R = AN EASEMENT FOR ROAD & U77LIT Y& INCIDENTAL PURPOSES GRANTED TO L= 1000.00' 172.43' F j % �/ � II=I II =l ll _111— III -III 1 1 I 1 1 I 1 I I I 11 11= I I1 I I1 I I -1 11 =1 1 11 1 11 11= FREDERICK F. BRONSON, & MARGARET M. BRONSON, HUSBAND & WIFE, / / I /l T— v H %_ �� I - 111 -IIII11I -111 =I I I= AND GARY A. SHELS7EAD & MEREDITH L. SHELS7EAD, HUSBAND & WIFE, AND GREGORY H. BROWN, A SINGLE MAN, REC. JULY 22, 1977 AS FILE p E NO, 77- 295314 OF O.R. H AN EASEMENT FOR RECREA77ONAL TRAILS GRANTED TO CITY OF ENCINITAS I LONE i REC. MARCH 1, 1994 AS FILE NO. 1994 - 0136483 OF O.R. 089.0 3 E 248.16' - GRA VEL BA G DETAIL -A SIL T FENCE DETAIL -B ' I QA DRAINAGE EASEMENT GRANTED TO WILLIAM H. GISH, III REC 717199 AS H N F v � n / n / FILE NO. 1999 - 0471311 OF O.R. = 42 31'47 / V / V �� R = 400.00' OJ AN EASEMENT FOR THE INSTALLA77ON, CONSTRUC770N, OPERA 77ON, L = 296.91' MAINTENANCE, REPAIR, REPLACEMENT AND RECONSTRUC77ON OF SEWER PIPELINES, AND ALL S7RUC7URES INCIDENTAL THERETO GRANTED TO THE CARDIFF SANITA77ON DISTRICT, RECORDED DECEMBER 17, 1999 AS FILE NO. 1999- 0817910 OF OFFICIAL RECORDS Y MAP KE A I l V l l QK EXIST. IRREVOCABLE OFFER TO DEDICA7E REAL PROPERTY PER DOC. NO. 81- 288229, REC. SEP7EMBER 9, 1981. SCALE. 1' =100' DRl l/EWA Y © PRIVATE ROAD EASEMENT IN FAVOR OF PARCEL 1 OF PARCEL MAP NO 16' GRASS LINED OVER LANDLOK TURF 3765 AND PARCEL MAP N0. 11725. REINFORCEMENT QM OPEN SPACE EASEMENT PER MAP NO. 18210 g' g' 10' MIN. 5' MIN. QN V1E7LAND SETBACK BUFFER EASEMENT PER DOCUMENT N0. 2tb7- Q#.73'4/ ANCHOR " 29 MIN. CROSS -FALL RECORDED iiblYT 4" -I Q STEEP SLOPE PRESERVA170N OPEN SPACE EASEMENT PER DOCUMENT N0. ZN LOTO.?�L.7.2¢/ f/_ 2007 o 2% �� \ \ \�7� \� ' III RECORDED AIAY 0 /\ �, /•� i. /i� SPECIAL NOTES. • ��j.� NOTES. 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 1. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. NEW GRASS SWALE REINFORCE WITH N0. 3 BARS ®18" 01C 807H WAYS ®MIDPOINT OF SLAB. PER PLAN 2. INSTALL VMAX C -350 TURF REINFORCEMENT USE 520 -C -2500 CONC. CONCRETE JOINTS AND STONE PAVERS PER ARCH17ECT. SEE N07E 12 FOR SPECS MAT. OR EQUIVALENT. GEO GRID REINFORCEMENT ON DRIVEWAY SEC77ON 2 BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONS7RUC77ON DUE TO SOIL ENGINEERS FIELD TESTS AND RECOMMENDA77ONS J. WALL DRAINS SHALL NOT BE CONNEC7ED TO PRIVA7E STORM DRAIN SYSTEM SHOWN HEREON SEC TION A - A GRASS LINE E SEC TION B - B 4. UNLESS N07ED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 6" DIA. A7RIUM GRATES BY NDS' LOCATED IN PLANTER AREAS OR 12" SQUARE CATCH BASINS 'NDS' N TS N TS BY LOCATED IN LAWN AREAS REFER TO LEGEND ON SHEET 1. 5. ALL PRIVATE STORM DRAIN PIPE TO BE 6" MIN PRIVATE PVC (SDR 35) ® 19 MIN., REFER TO PLAN FOR PIPE SIZED AND SLOPES U.N.O. INSTALL PER SDRSD S -4. 6. BUILDING DOWNSPOUTS TO BE CONNEC7ED TO PRIVATE STORM DRAIN SHOWN HEREON WITH 4" PVC (SDR 35) 0 19 SLOPE, MIN. 7 WATER SERVICE TO BE EXTENDED FROM EXIS77NC METER ONS17E TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) & AS REQUIRED BY THE CITY OF ENCINITAS USE EXIS77NG METER. 8. SEWER LA7ERAL TO BE EXTENDED FROM EXIS77NG MAIN IN LO E TO NEW RESIDENCE Wl7H 4- DIA. PVC (SDR 35 MIN.) 0 9f 7H 36" COVER AND AS REQUIRED BY THE CITY OF ENCINITAS 9. PRIVATE STORM DRAIN CLEANOUTS N SHALL BE 4" DIA. PVC PER SDRSD S -3, TYPE B' DECORA77VE COVER P T. 10. PRIOR TO CONS7RU CON7RACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WOR FORMED IN THE CITY of ENCINITAS RIGHT -OF -WAY. i 11. CONS CC DRIVEWAY MIN. 5 -112 7HICK ON 6" CLASS 11 A.B. COMPACTED TO 909 MAX DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVA77ONS IN THE FIELD. I 12 FOR STORM WATER POLLU77ON CON7ROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE S7REET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNA7ED FOR STORM WA7ER POLLU77ON CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM 7HE CITY. QPOFESS /p� 13. A SIGNED PRIVATE MAIN7ENANCE AGREEMENT, PER ENGINEERING STANDARDS, IS TO BE RECORDED �O l WITH THE CITY OF ENCINITAS QQ m w No. 36190 m � a Exp. 6/30/08 s,. CIvi �P qTF OF CAL\F�P� REwsIoNS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING &BUILDING DEPT. DESIGNED BY DRANK BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING GAC DND RRB NO. I t? T'I SHF. SAN DIEGO CO. BENCH MARK OC - 0073' CHISELED PLANS PREPARED UNDER SUPERVISION OF ° RECOMMENDED APPROVED GRADING & EROSION CONTROL PLAN FOR: ftp C a z / SQUARE IN TOP OF HEADWALL LOCATED AT SOUTHWEST CORNER EL CAMINO DEL NORTE & RANCHO SANTA FE ROAD HORIZONTAL 1' =20' VERTICAL N/A 1I 01 � I-� DA % RCE No. 36190 BY : / 4 • � BY : Oil GISH RESIDENCE LONE HILL LANE — PARCEL 1 96'D2�G DATE ELEVA77ON : 119.476 DATUM : USC & GS RANDY R. BRO ENGINEER OF WORK EXP. 6130108 : DATE 7J_ I n7 � +Ta.� /T R.C.E. '�� A.P.N. A.P.N.. 264-020-18 JOB NO. 05 -014 DAIE : 11106107 TPM 93 -119 SIGNA RE DATE SHEET 2 OF6 vJ 1%0 W sas Z n Ir W w Z_ Z W Z O W r 0 '0 CO �W WD wzo U) 0 w y (,y' Q �Um P IL 0 `"z° Z co ¢ V ON° \ 4 �4 s. p EASEMENT _ �. ROp C pRIVA 3165 SES RE A 6D pM NO' PURPOp.R•, PER U�Lt11 1 DE SES R \ \ j FOR RDANO &15 -Ullu 6 &pRO26, 1911. . AN E E E� AS p LINES & 15 361 C APRIL ° \ MRO OAT115 1 s 91- pt10PA GRA1tiD TO DE • & ING10 15911 p•R. U U FILE N, BROWN OE r� \ R GORY S �f RECREAEONN1�pR36'►g3 OF 0.9 • AN EA�p t01 EAS FlL�NO 1g94/ , I SEE KEY MAP SH ET 2 FOR BOUAln.4 Y AMD EASEMENT DA TA. SEMENI EN ACE SE EET 2• PER MApO No. KEY OAF SN FLOOD 210 REFER _ N01F I t� 100 N pER PM NO WORK PROPOSED WITHIN LIMITS l LiNUNpp11D OF OPEN SPACE EASEMENT T \ '\ OPEN SPACE EASEMENT LANDSCAPE AREA ? PER MAP No. 18210 = LAN REFER TO KEY MAP SHEET 2.` -- LIMITS 100 YEAR FLOOD + INUNDA DON PER PM 18210 GRASS LINEU , DEEP GI pISSiP6�tRIIICK -� R 10 VA� LANG SAP EN $pCKINGSp "D- r �%' m RUSE NPpO PER SDR \ \ r (� "� l AibR -- �)NrtcvwgAL S SIZE 30 3 J Y piSSl pI1CK a TONE RSD ��S II \ r) J /f CAPE RAp E Bp KINGSEC 2p0p 16 PER AR�IEApWAL3 001 p;A.29 \ AREA RUSE No EEN B00� RSD D,4 1 22110 g1 GR R PER 3D pE VAp RSD p- RAINS Q10 pIN� - ti II ,. 1 ' SIZE PER SD ,111,Fp5 Fl ANRjRAL PLANS FINISH' ^Nml, PtANS'� pRIVEWAYEEI 2• NEADWO� OUTS vtpp pApDAR�I_- _ pA pAR1�C c S, \ \\ \\ pCC 12 SN IE 22 CF R F LL ?LAS r g o UC Np1E 1p0,: �_ PER 225.25 PE 10NE WA RAL 1 lER % Q NP 3 -D 1B. S CNI�CIU E� 1a It ISSIPA �CK 22 ?Z� R AR SCPP - 1 ENERGY D G 1 �' 11.10 6% „ 5 j1 25 PE LpN AREA / \ BACKIK SEC, 2D� \\ TG 22 ' Hp 225• \ II \ \ \ \ fJ s, o No BDp p D' 11 � • Al GREEN SpRS ORI W 222 TG 225 1G 225' I = \ \ \ ` . PSPE PAOr1♦1E BUFFER 4 25 225.25 � 25 a ON E 5D P 225' S 25 2515 225' RA 1, .. - NO PL IN N \, P4 \ MARGN \! : \ X21 `" L BE 2� 511 2511 25.25 24 tiff ti� I \ \ GRAPHIC SCALE k 1 A • �� ` sI� �. pNE 222 225.25 TO 22 • 225.5D 1G � - 2 _ 5 A E 4 F� 225.2 � { pgLE v a AP VA \ AND US r)r�� r. ? ; 1 OUT B m _ p5C A \\ 225.25 OR 225 5D 25.25 224.4 I III ti 0' 5' 20' 30' 40' 60' EN \ , l _ AN IypE E 441 0 5p F�0 FF 2 ro \ 22 `! 5• T 30 2 90 22 S 5 4 1 224 - SEWE SDRSO o \\ FF p 5.5OOp 22 ' 2 ' 0 / €S" . r. 5• 22 iG 3 3 4.9 PER719 6O �..., 2 �' A\ 4.8D Ppp 2�5' IE 22 23.40 F II A r s \ A •, r c "" �. ` . ?Z¢ \ 22 3 3p 725.30 IE 2 3p 5�C I ors - \ 2 \.- IE \\ 3 jl 22 22520 225 FF 225SIII \ \ I�r I,i 4' 0 \ \ iEi ? '.S� :,.. _, .• IE 222 48 ' 25.30 1G 2 3� IE 223 1 X2.66 )E' w2- / IE 222' 7/ 2 IE 3 g 5 30 ti h °r' ° k- If / �\ , / �� P1224 q1 �`` 7l7 4 95 2 '� 225 5 0 2� icy' ,22g t3 �� \ ��`' �D � ENt GRAN 99 TER\ r 8 0 15 z F p Np �� SEM 1 1 tPAL WAR SMN ` �' 228 22430 1 a 2241 �� t10 / WAGE EA It REC1 OF O.R IN ANtG 1° WAS �` E!/C // TG 22310 Tj 2233fl IE 223T p 22 n pRR N• CISN, 041131 VENNA � � .....� •.224.4 IE .2X4;5 225, 2 6 _, gg, \ 3 23p.55 IE 22 226 - - _ SNED p / 14 It�NO' 19 ,IS �NG 1 01ER NR�G r, B y d E10 �N REM \ S IISIRIG1t0 REMA 22 14��` \,',,� \ 5��; \ 1 �G� Ezzgs'1Y224.95 ":.; IE;?2 X25 \ �` ... 230 7i, A F , ME�R WER ' \\ &0 230 0 SOY 5Q0 MASpNR( r 0 ¶N SE CS 4 11 p VC RAP FE 22 45D 5 1W G 05 1 EXIS CSD IP IE 3 � � ! pE 21• 2• Al FI \ 226 5• 0 f -- _.. 3 y R 3 0� \ o �- 3 2 � GIA �' ' ,-�� `Lti .. 233• � .6 p� _._� �- - z� -_ - - __ ___ f SMNR 1ERAL Np gPE LA � � 3 4^ SESORSO 5E42 AIN . £" , .`.gy "' . VC _ \ 0 gg 6 23 , pER Sp SNEE1 Sy,�t M Q � `ti 8 V `� _ .�,g. _ w ti�:, ___ � iE 6 CSD i. , 0 1.0.,233 \ 1G 232 p3 5 c, ND ExiS¶NG Z - 233:5 �'._ aE 22. �� 4 Q - ,.- -- NECT TO 5,13• MAIN pi m 232,94 X33.15 CUPCON pRSD n EWER S11IDN PE 11.0 SMpO ILA 5 23 BS tH1RN VA 4 23S 2 IE PGC IRA 232 ye i a HED BUF ti f A� BRUT RECREp CCE G 2 �z_ ! „� -° 16AGK pDE NE OSSIN WAY A EciS11N SNEEt t i Z /.. i I t! 1- 4 z. NOS E1 2 , SAY CR CC pRl`h MATCN N01E 12 `� \ _ �a _ RE �� WE1. P �\ 236 " 16 WIOSIDON DER SPECIPDLCURg. R�NE AN LL P DLLE � r'- 5 R�E�p i z K r ENiE �pE INST SUNG Nlhi 3 pE URBS At AT 0CN G EXI 4\777, 23 f� i °s 11N EXISREMAIN• r - ALL 2398 ESERVA ND USA p y N A / Ep- L BEM p Ni PRNATE STORM DRAIN DATA TABLE LINE DESCRIPTION LENGTH 1 6° PVC ® 1.0% (SDR 35) 10.0' 2 6° PVC ® 1.0% (SDR 35) 22.0' 3 6° PVC 0 1.0% (SDR 35) 12.5' 4 t 8" PVC 0 2.6% (SDR 35) 67.0' 5 8- PVC 0 1.07. (SDR 35) 60.0' B 8- PVC ® 11.9% (SDR 35) 26.0' 7 6° PVC ® 1.0% (SDR 35) 8.0' B 6" PVC M 1.07. (SDR 35) 7.0' O 6- PVC 0 1.07. (SDR 35) 19.5' l0 6- PVC ® 1.07 (SDR 35) 13.0' 11 6" PVC ® 1.0% (SDR 35) 120' 12 6- PVC ® 1.0% (SDR 35) 23.0' 13 8° PVC ® 1.0% (SDR 35) 35.0' 14 8° PVC ® 1.0% (SDR 35) 118' 15 8° PVC ® 56% (SDR 35) 51' GR R PER 3D pE VAp RSD p- RAINS Q10 pIN� - ti II ,. 1 ' SIZE PER SD ,111,Fp5 Fl ANRjRAL PLANS FINISH' ^Nml, PtANS'� pRIVEWAYEEI 2• NEADWO� OUTS vtpp pApDAR�I_- _ pA pAR1�C c S, \ \\ \\ pCC 12 SN IE 22 CF R F LL ?LAS r g o UC Np1E 1p0,: �_ PER 225.25 PE 10NE WA RAL 1 lER % Q NP 3 -D 1B. S CNI�CIU E� 1a It ISSIPA �CK 22 ?Z� R AR SCPP - 1 ENERGY D G 1 �' 11.10 6% „ 5 j1 25 PE LpN AREA / \ BACKIK SEC, 2D� \\ TG 22 ' Hp 225• \ II \ \ \ \ fJ s, o No BDp p D' 11 � • Al GREEN SpRS ORI W 222 TG 225 1G 225' I = \ \ \ ` . PSPE PAOr1♦1E BUFFER 4 25 225.25 � 25 a ON E 5D P 225' S 25 2515 225' RA 1, .. - NO PL IN N \, P4 \ MARGN \! : \ X21 `" L BE 2� 511 2511 25.25 24 tiff ti� I \ \ GRAPHIC SCALE k 1 A • �� ` sI� �. pNE 222 225.25 TO 22 • 225.5D 1G � - 2 _ 5 A E 4 F� 225.2 � { pgLE v a AP VA \ AND US r)r�� r. ? ; 1 OUT B m _ p5C A \\ 225.25 OR 225 5D 25.25 224.4 I III ti 0' 5' 20' 30' 40' 60' EN \ , l _ AN IypE E 441 0 5p F�0 FF 2 ro \ 22 `! 5• T 30 2 90 22 S 5 4 1 224 - SEWE SDRSO o \\ FF p 5.5OOp 22 ' 2 ' 0 / €S" . r. 5• 22 iG 3 3 4.9 PER719 6O �..., 2 �' A\ 4.8D Ppp 2�5' IE 22 23.40 F II A r s \ A •, r c "" �. ` . ?Z¢ \ 22 3 3p 725.30 IE 2 3p 5�C I ors - \ 2 \.- IE \\ 3 jl 22 22520 225 FF 225SIII \ \ I�r I,i 4' 0 \ \ iEi ? 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R�NE AN LL P DLLE � r'- 5 R�E�p i z K r ENiE �pE INST SUNG Nlhi 3 pE URBS At AT 0CN G EXI 4\777, 23 f� i °s 11N EXISREMAIN• r - ALL 2398 ESERVA ND USA p y N A / Ep- L BEM p Ni : ASS AND LANDSCAPE AREAS DESIGNATED FOR STORY WA7ER POLLU77ON CONTROL (SWPC) ARE TO Bt RRIVA TELY MAINTAINED AND THE FACW77ES NOT M(DiFIED OR REMOVED WITHOUT A PERMIT FROM THE Cl lY OF ENCINITAS APPROVED I DATE a 9 1 REMAIN DPE ; -- 440 a `� I .. 30 SETBACK /- AIL 0 1 '' R i S REGRET S DME 33 / AN IRREVOCABLE OFFER TO DEDICAZ FOR PUBLIC ROAD r (J I t'qp' & INCIDENTAL PURPOSES REC JANUARY 27, 1975 AS FILE ' J NO. 75- 018890 OF ,0,R. Ix Llj l �.. N1711'39 61.52 r -1 J j it i! E 2 jI I AN EASEMENT FOR RECREATIONAL TRAILS GRANTED TO "THE _ �oQ1?OEESS /0�` CITY OF ENCINITAS REC. MARCH 9, 1994 AS FILE NO. 1994- 0136483,0F O.R. QP 2 2 Cn EXIS17NG SEWER vSMH I I r) No. 36190 PER CSD IP CS054 I I ) r� rl Exp. 6/30/08 S M H R 251.75 I E 241.03 1 P r sj c i v XV �P qTF OF CALIFOQ� REFERENCES DA 7E BENCHMARK SCALE PLANNING & BUILDING DEPT. DESIGNED BY DRAWN BY CHECKED BY GAC DND RRB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: SAN DIEGO CO. BENCH MARK IOC - 0073' CHISELED RECOMMENDED APPROVED GISH RESIDENCE SQUARE IN TOP OF HEADWALL LOCATED AT SOUTHWEST °T._ CORNER EL GAMING DEL NORIE &RANCHO SANTA HORIZONTAL 1 -20' DA 0 9602 -G FE ROAD RCE ND. 361so. BY : AA • BY : 1.• LONE HILL LANE - PARCEL 1 VER77CAL NIA RANDY R O DATE : 1 i / DATE: i A.P.N.: 264 - 020 -18 ELEVA77ON : 119.476 DATUM : USC & GS SIGNATURE DATE ENGINEER OF WORK EXP. 6/30/08 R.C.E. mT JOB NO. 05 -014 DAIS : 11106107 CASE No. 06 -009 DR 7PM 93 - 119 1 SHEET J OF 4 11�) �J �7 V 1J O z m a W g W z Z W zo 0 ;s ¢ mA m w- �,d wzo °J z > a U)5wmo 0 wow = QN m �o> M m v 3 JwLL mZp O OOT< W NO 3 1 j SEMEN( NOT. EF 10 ti � SOD (BEN Na P ' \ NO WORK PROPOSED WITHIN LIMITS REFER 0 YEAR P X8210 OF OPEN SPACE EASEMENT. LIMIT pAq;ON PER CID Q _ - W OPEN SPACE EASEMENT (� APE AREA �y i z \ PER MAP No. 18210 U LANDS p REFER TO KEY MAP SHEET 2. LIMITS 100 YEAR FLOOD _. INUNDATION PER PM 18210 SNE� T 2 t MENi p SWALE / 1 JAR_ ��I � � SS w EioF�E� AP ASE i - LINE EP 1 -� R ROAp S G pS1 tC�� o� >� REFS C AS 60' P�N�T 3165 ORpp5E5 RFOR AE NG ,. RAP ENER CKt. ER PM & U�L13 OF OF REC, A S0� �0 °RIP 3 S S � ` ,SE NaAp PER I�' � � � SENT FOR REANiO- & �Tt X61956 �RR� S, 1g11 \ R /S• SIZE P 30, � 11 i / DISSI ATE IGK NE WALL RAL pLA D� � i r 5 AS LINES 15 C A L lNERG G 11 TNO 16 1g Sj RCNITECTU 191 PE N0. RE t0 \ 4CAPE/ RAP �ACKIN G 20 - ERA pWAi WAR P AS FILE UPPOS� AN1ED 1 LANg. EA i RIP 2 B X SE k0 P HEP% 3� 30 1995 EN1AL P10 ALL �R �� / AR L PER EN BOO RSD D� IE 2 �1'`p 1 CESii l 0 I i R GRE PER SD 30. 00� / S\ 7 A IY & INOGIDII X59�F OR, AtN Q" j DR iN S I WN O D S A R FILE H QRO �� , ? SIZE PAAOL PER RSD 112 Ep5 ANOROAL PIS _ FINIS �RAL ��GORY ✓p IyEWA �E1 2. HEAP p70 O0 S "4100 14170ARCNITE�- pAIJOtgCNIICc NS & \ V ~� Po 1 PCO 12 SN � 60 CF PER 5 pERA�L pLP UC OjE ATER �j00 1. 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SREEE i-0 06, M� , i L 241 ;0 1 / ' AN IRREVOCABLE OFFER TO DEDICATE FOR PUBLIC ROAD � f � � r I J �J )41.40 i & INCIDENTAL PURPOSES RFC"'�ANUARY 27, 1975 AS FILE t r� - 1C NO. 75-018890 OF _OR;` r)�11 J \ f-- -- -- - --- -- - - y WM� q L 7 13 r :. Nl 1 r, . - / l i QPpF ESS /O AN EASEMENT FOR REGRE/41ONAI. TRAILS GRANTED TO LH£ - - CITY OF ENCINITAS RECD MARCH 1, 1994 AS FILE ��2 �OV R. 8190 Fyn NO. 1994 - 0136483,01` O.R. CO QQ y EXISTING SEWER, / " ;;_ r, No. 36190 PER CSD IP CS054 ` f) �' r * Exp. 6130/08 SMHR 251.75 IE 241.03 c v qrF OF CAI- 'i REVISIONS APPROVED DA 7E REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. DE5 "y oaDDer MEMO APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ON 0 S S T SAN DIEGO CO. BENCH MARK 'OC - 0073' CHISELED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: Al LA ID 3 SQUARE IN TOP OF HEADWALL LOCATED AT SOUTHWEST HORIZONTAL 1' =20' OA 1E I D� GISH RESIDENCE CORNER EL CAMINO DEL NORTE do RANCHO SANTA VERTICAL NSA 'i J� - ,. ^ LONE HILL LANE - PARCEL 1 9602 -Ci 9 I p RCE No. 36190 BY : M' A , BY ? RANDY R. BROWN DAZE' W126� DAB wit A.P.N.: 264 - 020 -18 L1EVA110N : 119.476 DATUM : USC GS SIGN TORE DA ENGINEER OF WORK EXP. 6/30/08 R.C.E. JOB NO. 05 -014 DA7E : 11106107 TPM 93 -119 SHEET 4 OF/ z Ir W ° W z 0 z z 0 W �o �N WW ry W W Q1Q w >i 11 (n w m ° wNF Q Ztim a 3 JwLL WZ, m to H < w 7700! C NIRACTOR TO VERIFY EXACT LOCATIONS AND E VA77ONS OF EXISTING UNDERGROUND U77LI77ES P TOR TO START OF CONS77?UC770N. THE ENGINEER 0 WORK SHALL BE NO77FIED OF ANY DISCREPANCIES IH THIS PLAN. t r� - 1C NO. 75-018890 OF _OR;` r)�11 J \ f-- -- -- - --- -- - - y WM� q L 7 13 r :. Nl 1 r, . - / l i QPpF ESS /O AN EASEMENT FOR REGRE/41ONAI. TRAILS GRANTED TO LH£ - - CITY OF ENCINITAS RECD MARCH 1, 1994 AS FILE ��2 �OV R. 8190 Fyn NO. 1994 - 0136483,01` O.R. CO QQ y EXISTING SEWER, / " ;;_ r, No. 36190 PER CSD IP CS054 ` f) �' r * Exp. 6130/08 SMHR 251.75 IE 241.03 c v qrF OF CAI- 'i REVISIONS APPROVED DA 7E REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. DE5 "y oaDDer MEMO APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ON 0 S S T SAN DIEGO CO. BENCH MARK 'OC - 0073' CHISELED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: Al LA ID 3 SQUARE IN TOP OF HEADWALL LOCATED AT SOUTHWEST HORIZONTAL 1' =20' OA 1E I D� GISH RESIDENCE CORNER EL CAMINO DEL NORTE do RANCHO SANTA VERTICAL NSA 'i J� - ,. ^ LONE HILL LANE - PARCEL 1 9602 -Ci 9 I p RCE No. 36190 BY : M' A , BY ? RANDY R. BROWN DAZE' W126� DAB wit A.P.N.: 264 - 020 -18 L1EVA110N : 119.476 DATUM : USC GS SIGN TORE DA ENGINEER OF WORK EXP. 6/30/08 R.C.E. JOB NO. 05 -014 DA7E : 11106107 TPM 93 -119 SHEET 4 OF/ z Ir W ° W z 0 z z 0 W �o �N WW ry W W Q1Q w >i 11 (n w m ° wNF Q Ztim a 3 JwLL WZ, m to H < w