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2013-11580 G (Plans)N M 6 0 0 0 RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED LUX ART INSTITUTE EDUCATION PAVILLION REMODEL" PREPARED BY CONSTRUCTION TESTING & ENGINEERING, INC. DATED FEBRUARY 5, 2013 PROJECT #10- 11389G SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 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 ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11580 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ISAAC WOLFORD, VALLEY CREST LANDSCAPE AT (858) 583 -3156, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CHANGE NO. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVENHAIN WATER DISTRICT 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 DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. 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 COORDINATE 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 THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY HE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. 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 FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., 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 CENTERLINE 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 METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU 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 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER 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 TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS 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 CHANGES TO THE 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 TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE 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 THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. DESCRIPTION A APPROVED DATE BENCHMARK 6T 3 - RC-c.oc^-ra g•='P tfl Z ItR DESCRIPTION: BRASS DISK IN MONUMENT WELL - W66T FRoM 0414 VAL LOCAT10A1 LOCATION: STATION 64 +24 EL CAMINO REAL ,I LT Z RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL BOOK PAGE 105 ELEVATION: 120.20 MSL DATUM: NAVD88 647:114 HORIZONTAL: NONE VERTICAL: NONE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER Q CONCRETE WASHOUT: LUX ART INSTITUTE �R CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT 1550 EL CAMINO REAL, ENCINITAS, CA GNpM 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 SITE ADDRESS 6�RM\N SITE WASHOUT LOCATION. 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 U APN: 262 - 160 -16, 15 CONSTRUCTION SITE ACCESS: OWNER'S CERTIFICATE 9 z A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT � TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN PANELS /PLATES. O OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE < CONSTRUCTION VEHICLES: COMPACTION AND STABILITY OF THE SI, o v A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES '3> PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. SIGNATURE: DATE: LUX ART INSTITUTE �R EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE WALLACE DIECKMAN, PRESIDENT OF THE BOARD n 5 ➢ �G�� PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, SOILS ENGINEER'S CERTIFICATE z �P ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. I, __Dayl- rr- REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A- SAMPLING AND STUDY OF T�IE OIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR ON !1: AND FOR AN UPDATE ON ------ ONE COMPLETE COPY OF THE SOILS REPORT VICINITY MAP SHALL PROTECT CHANNELS NNE AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. COM ILP E� FRO THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE N.T.S. CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR GRADING SPECIFICATIONS. SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. /0,v LEGAL DESCRIPTION CIVIL PLAN INDEX TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ®eq�OFESS SIGNED: �` �EI- T M FA PORTION OF SECTION 23, V_ufl SOUTH, RANGE SAN ®No.2665 TOWNSHIP 13 SHEET NAME CITY SHEET NO. CIVIL TITLE 1 BERNARDINO EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL RCE NO. - W m 4 WEST, CIVIL DEMOLITION PLAN 2 GRASSES TO SHIELD AND BIND THE SOIL. EXP. DATE: �?! 3� /!� BASE AND MERIDIAN AND A Exp 92139194 PORTION OF GRADING &DRAINAGE PLAN AND SECTIONS 3 -- -- yc tit PARCEL 2 OF PARCEL MAP �. � NO. 2162, BOTH CIVIL DETAILS 4 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. JOB #: 10- 11389G ��q, 0rSCHNxG�� °e IN THE CITY ENCINITAS, COUNTY OF SAN EROSION CONTROL PLAN 5 FC3F CFo WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COMPANY: CALIFORNIA TESTING AND ENGINE ADDRESS: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA, 92026 FIRE DEPARTMENT NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE: PHONE: (760) 746 -4955 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL A. A 3 FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY STATEMENT OF ENGINEER OF WORK OF THE FIRE HYDRANT. CFC 507.5.5 WHERE FIRE HYDRANTS ARE SUBJECT TO CONTAINMENT FOR ALL FUEL STORED ON -SITE. IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH CFC 312. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK B. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE TIMES. SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW DEPARTMENT. PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE TRAINING: PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF C. ENCINITAS FIRE DEPT. PARKING REQUIREMENTS: PARKING REQUIREMENTS FOR CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN BOTH PUBLIC AND PRIVATE ROADS ARE AS FOLLOWS: 1. 24 FEET WIDE WITH WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE NO PARKING ALLOWED ON EITHER SIDE. 2. 32 FEET WIDE WITH PARKING ON TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO ONE SIDE. 3. 36 FEET WIDE WITH PARKING ON BOTH SIDES. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM D. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL WASTE MANAGEMENT: THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO EMPLOYMENT AND DATE: ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. E. FIRE APPARATUS ACCESS ROADS AND ACCESS TO PARKING AREA (GRAVELPAVE2) THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF /oNq! 0 L ESURFACE OCAPABILITIIES.A NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND QROFESS SIGNATURE: FHT PAVED TO ROVIDENALL-WEATHER DRIVING AMENDMENT ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. 0� CAR M. IORICA �� M' Fio FZ 503.2.3. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES c BURKETT & WONG ENGINEERS v WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 3 P. m F. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE 3434 4TH AVENUE, SAN DIEGO, CA 92103 W 64715 m A EQUIPPED WITH AN APPROVED EMERGENCY KEY- OPERATED SWITCH OVERRIDING MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND Exp. 06- 30No. 619 - 299 -5550 -1,5' ti"t �} ALL COMMAND FUNCTIONS AND OPENING THE GATE. WHERE THIS SECTION CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN RCE EXPIRES: 06 -30 -2013 sT Civ99- REQUIRES AN APPROVED KEY- OPERATED SWITCH, IT MAY BE DUAL -KEYED OR APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, 9TP OF CA `\ cqI EQUIPPED WITH DUAL SWITCHES PROVIDED TO FACILITATE ACCESS BY LAW CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER EARTHWORK NOTES &DATA ENFORCEMENT PERSONNEL. DUMPSTERS CALL EDCO AT (760) 436 -4151. EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING GRADING PERMIT. G. PROVIDE A "KNOX BOX" FOR EACH INDIVIDUAL MAN GATE LOCATED ON THE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND EARTHWORK QUANTITIES SHOWN ARE FOR BONDING AND PERMIT PURPOSES ONLY. NORTHEAST GATE AND SOUTHEAST GATE. APPROPRIATE KEYS SHALL BE GIVEN THE SITE. ACTUAL QUANTITIES MAY VARY WITH SHRINKAGE, LOSSES DUE TO CLEARING TO THE FIRE DEPARTMENT TO BE PLACED INSIDE.. OPERATIONS, REMOVAL & RECOMPACTION, SETTLEMENT, ETC. CONTRACTOR SHALL PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR VERIFY EXACT QUANTITIES PRIOR TO BIDDING. QUANTITIES DO NOT INCLUDE TRENCHING, H. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON EXISTING IMPROVEMENT DEMOLITION, OVEREXCAVATION REMOVALS OR SLOPE CUTBACKS. THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED PERVIOUS SURFACES. TO THE SATISFACTION OF THE FIRE DEPARTMENT: STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST MAXIMUM VERTICAL DEPTH OF CUT = 3' 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE MAXIMUM VERTICAL DEPTH OF FILL = 4' APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. CUT = 70 C.Y. FILL = 320 C.Y. IMPORT = 250 C.Y. 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO 3 C.Y. OVEREXCAVATION AND RECOMPACTION PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND NOTIFICATIONS REMEDIAL = 3 C.Y. 0.5' REMOVAL AND RECOMPACTION UNDER 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE NEW SLAB AND 1H:1V FROM STRUCTURE OUTSIDE OF BUILDING AREAS) THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 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 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE I. ALL FIRE DEPARTMENT CONNECTION SHALL BE MOUNTED 36" TO 42" ABOVE TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, FINISHED GRADE TO THE TOP OF THE CONNECTION. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL 1. BUSHES, TREES AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER RADIUS OF 5 FEET OF THE FDC OR BACKFLOW /DDC VALVE ASSEMBLY. A. SEWERS - CSD - (760)- 633 -2770 ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM GROUND COVER LANDSCAPE IS ACCEPTABLE. B. GAS & ELECTRIC - SDGE - (760) -438_ 6200 LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO 2. TOP OF STEM FOR BACKFLOW /DDC SHALL NOT EXCEED 48" IN HEIGHT C. WATER- OU(/alN�l 1 M WATER DISTRICT -1 -800-227-2600 ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO 3. INSTALL GREEN DOT REFLECTIVE FDC CONNECTION MARKER 4" TO 6" FROM D. TELEPHONE - SBC BELL - (760)- 489 -3411 WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT CENTERLINE ON FDC SIDE. -"°` E. CABLE N -COX COMMUNICATIONS-(760)-806-9809 X -2233 AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF \° .,�`� `°•✓' "m`"-�i°" "�'' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PORTABLE TOILETS OVER A PERVIOUS SURFACE). _ AS BUILT PHONE: (760)- 633 -2770. O L IY EN 1-tAtN MUN1C.1 PAL WA-r ER DI ST RI C7 POST- CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE 15 R% 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL MODIFICATION OR REMOVAL OF BMP LANDSCAPE AREAS ARE PROHIBITED WITHOUT WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. A CITY PERMIT. atecol't IMPERVIOUS AREA VEGETATED SWALES AND DRAINAGE STRUCTURES SHOWN H WN ON THESE PLANS ARE TO �- 0 1 R HS P.E. G R R. D A la IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 23.870 SQFT BE PRIVATELY MAINTAINED." �iIIP PROJECT STATUS IMPERVIOUS AREA AFTER CONSTRUCTION: 20.012 SQFT INCREASE IN IMPERVIOUS AREA: 0 SQFT IMPERVIOUS AREA REPLACED: 3.858 SQFT A STANDARD TOTAL AREA OF NEW IMPERVIOUS SURFACES 0 SOFT PLANS PREPARED UNDER SUPERVISION OF DATE: i�_/3 R.C.E. NO.: 64715 CARL FIORICA EXP.: 06 -30 -15 no ENGINEERING DEPARTMENT APPROVALS RECAAOMAAMENDE^^D: RAC A7 /U4 /to MASIH MAHER C42519 GLENN FRUIM C51274 �S/ C ' ENGINEERING/ PU �3WORKS DIRECTOR DATE) DATE �' OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT FcrrA'B LE w&TC-9 6Y6 TE M A PPrJaA L 0AWD wd#4 453`Z° i DA'TE SIGN DATE IGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 LUX ART INSTITUTE 11580 -G APN 262-160 -16,15 PLANNING CASE NO: 12 -124 CDP SHEET 1 OF 5 I NN x Q_ 0 it w w o zZ w OW 3w'0 x I rn N Y � I m M c0 'r N89-55'38" 260 00 ` f . — v LNEPROPERIY DEMOLITION LEGEND _. _ _...- --___._.__ __ - - -._ . __.. _________ _ ___ _-- -__...._._. _,.._ _,,_.._ _ __ -- - -_ _ EX. STRUCTURE REMOVAL � � � � � � � EX CONCRETE PAVEMENT REMOVA L IX. { f,n f f' ; ._ _ LIROPERTY r C'fH�1� ,,r t''?ii?t Ei :'f36i 0 , EX. AC REMOVAL LLLLLLLLLLLLLLLLLLLLL ..-- .— ._...._. 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"IN C � � r r ,'� , 29 �,�" 7 l t r 2 3 �' - - - -- - - - -- - �f 3 2 20 ` r {1 r l / s v 1 M ii r ,f : fr i C -"�."1 -. _._ -... _•_ -_.._ Y- . „... ._ _ 4d `,..� i``e ..,,,.•,h F i,i t it 1 ____ `` i �-� ZJ EX PROPERTY f 3 i ..__— r, r e f T' N89 °55'34 "W 605.87 __. _260.00____- __ _ ___ 2 2 10 - -- o .... .,,� .... 7 f 1 tr r.J `<./ f3t t \1! t ih +1:.' , � f,_ t t"+ i l d f N 'VY'A t tr t . , ? n _r t i.'t A,, -) \, \ "Fog /1, 1 f W DEMOLITION KEYNOTES ,D EX. WALL TO REMAIN. PROTECT IN PLACE 21 'REMOVE EX. WOOD CHIPS /SAND~" EX LEGEND 11 REMOVE EX. SHADE /STORAGE STRUCTURE 22 CLEAR AND GRUB VEGETATION IN PREPARATION OF GRADING TELEPHONE RISER _ TR w i LIGHT POLE . . . LB,: -If WATER HOSE BIB .. . . . . ... . 2 N ..... _ts ._ OW Ol REMOVE EX. CONCRETE 12 CAUTION. EX. OVERHEAD DRY UTILITY 23 EX. CONCRETE TO REMAIN STORM DRAIN MANHOLE ....... i SDMH C z � - POWER POLE .. . . . .. ... PP_ FIRE DEPARTMENT CONNECTION OR FENCE POST GP 3 w LO 2 REMOVE EX. STORM DRAIN CATCH BASIN 13 PROTECT EX. FENCE, REMOVE EX. BLACK MESH. 24 EX. TRASH ENCLOSURE TO REMAIN DROP INLET DI D Q / TEMPORARY POWER POLE TPP ,�> � WATER LINE F_. -- -- a GUARD O3 CAP EX. STORM DRAIN 14 CAUTION! EX. EDGE OF ROOF 25 NOT USED ELECTRIC CABINET .. . .... .. .. EC ❑ CURB INLET .. . .. . . . ... . . . Cl [ SEWER MANHOLE . .. .. .. .. . . (` '! SMH SIGN . . . .. . . . . . .. . .. . ... Tan F O/ 15 REMOVE EX. TREES AND UNDERBRUSH ADDITIVE ALTERNATE ITEM 26 EX. GATE TO REMAIN ELECTRIC TRANSFORMER ........ ” BUSH OR SCHRUBS ........... ? m 4 REMOVE EX. FENCE GATE Q ( ) ET CATCH BASIN. CB : SEWER MANHOLE SCO 11 ROFESS /o M M - O5 REMOVE EX. EQUIPMENT O ( ) O ELECTRIC VAULT . ..... .. .. .. STORM DRAIN STAND PIPE .. . . .. SDSP'v DECIDUOUS TREE . . . .. . .. .. . � P Yq m r) 16 SELECTIVE THINNING OF UNDERBRUSH, PROTECT EX. TREES ADDITVE ALTERNATE ITEM 27 SEE LANDSCAPE PLAN FOR NEW PLANTING [] EV SEWER LINE . c .__,__.. 7 �O M � ! m r.) co STORM DRAIN LINE Sp -- PALM TREE < �� �O Fy 17 REMOVE EX. PORTABLE BUILDING, RAMP AND STAIR. PROTECT PAVING AT ADA PARKING 28 REMOVE PORTION OF EX. BUILDING PER ARCHITECTURAL PLANS ELECTRIC RISER r ER GAS METER .............. GM N �� c © REMOVE EX. WATER FOUNTAIN O WATER METER Co (ADDITIVE ALTERNATE ITEM) 29 REMOVE EX. CURB ELECTRIC METER ............ ca WM GAS LINE ............... - -- G - - -- - v v z O7 REMOVE EX. TREE, STUMP & ROOTS O EM `J 0 20 w No. 64715 m 18 DEMO AND FILL IN EX. SEPTIC TANK (ADDITIVE ALTERNATE ITEM) -„ WATER VALVE ....... � WV FENCE ................ . 30 RELOCATE EX. GAS METER PER GRADING PLAN HANDHOLE ................ HH "` Exp. 06 -30 -15 ® REMOVE EX. STRIPING O FIRE HYDRANT FH`<, WALL AS NOTED -'" � * 19 REMOVE EX. A.C. RAMP/ PAVEMENT 31 REMOVE EX. WOOD STEPS AS NEEDED ELECTRIC LINE, UNDERGROUND..... - E -- - SCALE IN FEET srgT C1V 1 v �`P O9 PROTECT EX. TREE O IRRIGATION CONTROL VAVVE . . . . . CV C% CONCRETE . . . . .. .. .. .. . . . 20 EX. CURB TO REMAIN 32 REDUCE WALL HEIGHT TO ACCOMMODATE STAIRS AS NEEDED ELECTRIC LINE, OVERHEAD ....... — pyiE i CONC. F of cnt peck` BACK FLOW PREVENTER k--<> BFP --- -- - - - -- - 1 Inch = 10 ft. CURB GUTTER .... .. _:,�:_ -- nom_ - -� A CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M CMF GMF DESCRIPTION: BRASS DISK IN MONUMENT WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO ED: CIVIL DEMOLITION PLAN FOR: LOCATION: STATION 64 +24 EL CAMINO REAL HORIZONTAL: 1 ° = 10' DATE: 3 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 RECORD FROM: SAN DIEGO COUNTY VERTICAL V580 -G CONTROL BOOK PAGE 105 ASIH MAN 042519 GLENN PRUIM C51274 LUX EDUCATION PAVILION ELEVATION: 120.20 MSL VERTICAL: 1" = 10'�� R.C.E. NO.: 64715 ENGINEERING /PUBLIC WORKS DIRECTOR EXP.: 06-30-15 6/5/ 13 $/7//3 APN 262 - 160 -16,15 DATUM: NAVD88 - CARL M. FIORICA DATE DAB I PLANNING CASE NO: 12 -124 CDP /DR /MUP /MOD F SHEET 2 OF 5 M:AProjects \11000 \11148u.1.00 Lux Art Institute \Dwgs \Sheet - Dwgs \,GP - Demo- SHT- 02.dwg 07/11/2013 13:17 . °.'ew,c...en�.. - N89 °55'38 "W 260.00 TY� EXISTING ROLLED - t w '-_777`l­___­_1.______ -a acavamsa<_..> - s.,,..., «. «......._. ...- v.m,.wma..,.:.« -- ,,.r ..............�«. -.__ ......".., #• fi f i PROPER 4 S , ___ - , n ., LINE CURB FLOW LINE _ _.. - _ _. - I _S_ r_ i q, I PROPERTY ,, v u t"'` ° 11 R ' .I -' r E _ LINE ;'' PECO „ D "c x i9E 0 , k" I' - - - u ..._ ZS -H _._ :'1fi' °!' ;. i5'_i., Lt;E'Ci' .j .r, .I,1., it 9i .. ? P6p� dMWD I$ COI�/JEGT NL�W FIRE SSRV1cS o _.. __. - . j i� r i., ?r ! TNTC� \ j IO 1:X. N ^ {:iI- 1 N r , } I 5 W C �; y ,. ✓ .., r i GW LV L f-' E 25 122.9± FS - -- - MATCH A + FS 38 _ ______ ' _ - - -- _,._.. 1 .F. 123.05 FS:,M 4 , :, _ _. �. -._._ _ _ n__ :9T TW r, -� _.r ._,J' 'E -_ 231- PN -. _ ._. _._.72�FS, - -r�_ ,, r Y 171 _: ,..0 . F '.- 125.26 FG i 123. , F . t �. ; .r .• , ,.,. ___ '+ i _: t4. .Z „ > � ... ..... �...... e».,3. ye m ...- .:_. r -_., ..__. _,._•- ____. __ � _ 125.09 FG MATCH - i ` t - 7 122.77 TG - 35 - s , ' 1 X5.78 TG 3:1 SLOPE 12_4. 0 TG - 123.01 TG 122.77 TG 3:1 SLOP 1 ~ " - r, a i I t1 r F 1 1 1 ,r �l\ 1 E l Y3 j ,._».. _._ t F F -' t"C i jar. ✓i ! I I. :'• . 123.05 S 121.91 IE �, 122.78 IE 121. 0 IE 121.58 IE 121.79 IE - - - <T - = I 14 _.,. 26 i 123.05 FS 122.94 FS x s ;v - - - - - - - - - - - - - - - - - - - 80 FS ( T , 3 y r 122.72 FS 7 O.�. L I L, -LL .L s. -L i .t L..L _L. ! .i ! _Li_.. \. O O O O _...... _ 1 4°42 FS , . \. LL ... w, _. _ ._ . _ 123.18 FS 1 ?2.94 FS F22 S 122.44 FS .,. +: t _ -,. -L_ .. ...4.. ___ _. _. '.. ,+' f i _L _✓.:. , i__._,...,_ ._. L. W _._..L L_,_ .L_,__ 1. �_ - O� -J i F , i 1 125:95 S - -" - -- . _ �*`�' _,_E L. L_(_I_L � . u_, � !__LL��Li.t_L, I_L_ L_u. t L,_ -� _,_,_'_ :.._u. -, v` - i 1 is , , a 16 ,: t 1 O O O - 1 : ,... „3, , !_,._ �.,... ., _..L_�� LI_L._�:._t ___- - -`t �+�._r_.L -�. -mow,_ a�E -4rt-c� � � �� _.._ „ 2 - _ O O 121.50 FG „ a_ C�S O O O O �. __ -,,,. 950" a% 1 4. FS "f 4t _ i__:_ C_L.. , , , z r:.. ... __ - . L_� "_:_L , I O , O O 123.00- FS _...... , :;. .,. , Q )' ,.b , n .,�Q4.L -,._LL ice _ .LLL', .LL i _I_i_: i _LI. -t_Li I _O i 121.50 I 02. � _' � :t_! . j 58 FS �` _ -- w +' t 2 _i _ .�_LL _s��� "_. L._ _ LL L . _ L__. -:._c _. `_i. .L. 262 ,. +... , . „ 'k O CJ L e _L_L. -LLL _ 1 _'_ _ L� T- - - MATCH',' SEE LANDSCAPE PLANS z J � Y / � i I I F Y 2.1 TW 21 1.50 FG i % r ,i 3 . , 9 , ,` , , , , 122sB:S t22.a3 F FOR SURFACE FINISHES I I 128.81 FG r 122.98 FS / , _L..L � i_ - -Y- I .'F i r r' r , 1. , S 122.98 FS f' :. t- if .� _ � : . L, ; i., ,,,. _,, _. ».__e._..�e _. -„ _ •- ._t_:_ _` t- .__. _.,..:__3"� £ x- , : , ......,.. 21.�... �- , : ...,. , , . .. L:... ( i i ._..,_ .,.� . }L.L 123.23 FS FS/ t (22;424' T r , > -, ; 122.98 FS 122.84 I _. �-L' - LL -' i N f L L_r LL.1_.' _ ;, . �,�Y1AAH _,° _ 123.25 TG _ y I _ 8 LL 122.77 FS r r` 126.18' T - r Gn i z'. .. -..t' , 171 7_ IF , "I � , 123.00 TGi�:r _. � 4.t4Ld� �] IV ....r..�. „.. _,.. K.. -�. -rte' a .... .. _ - - - = - - ___ - r17'x7.5'3 10.80 F v 77 PROPERTY !. N89 °5534 W 60.57 - - -- -- -- .__.__. 7 _ 37 3.8 x32' _.____._ 7fi7 1 12760 T 123 04 FS 122.63 FS _ 122.50 TG PROPER » ° LINE ` ^, ; .r _ _ 122ss Fs �' SCALE IN FEET ww i t 120.00 IE 117:,9 IE, 1 LINE 1 'inch = 1`0 ft. Lu _z z CONSTRUCTION VC�AI��CC► AI►I� LEGEND 16 GRAVELPAVE2 (OR APPROVED EQUAL) PARKING SURFACE 24 NEW CURB PER SDRSD G -1 ......_. 32 NO PARKING SIGN PER DETAIL 2 SHEET 4. SIGNS SHALL GABION SEAT WALL 4.5' 4' 4.5' ,?� �V (1V �V KEYNOTES Grr7 11�V (� A.iC�Y PER DETAIL 14 & 15 SHEET 4.......... _ BE IN VISIBLE LOCATIONS PLACED APPROXIMATELY EVERY PER LANDSCAPE PLANS LU 75 FEET STAGGERED ON EACH SIDE OF THE ROAD. (BUILDING PERMIT) 123.00 FG z i 25 NEW CONCRETE, FINISH PER LANDSCAPE �: L -I �� z o �1 ATRIUM DRAIN IN LANDSCAPING, SEE DETAIL 2 SHEET 4. ..........® g 2'X3' -6" COBBLE STONE RIP RAP OVER FILTER BLANKET........... 17 SAWCUT AC AND REPLACE PER DETAIL 12 SHEET 4.. - -- 0 " " "' 33 RELOCATE EXISTING GAS METER OUTSIDE OF NEW 121.50 FG 3 �- 3 >Lo °I ® 26 NEW DECOMPOSED GRANITE PER LANDSCAPE.....-..._, - HARDSCAPE �: 1 � <. _.. � a I �2 METAL GRATE DRAIN IN HARDSCAPE, SEE DETAIL 1 SHEET 4......... 10 CONNECT TO EXISTING CURB OUTLET 18 ACCESSIBLE CURB RAMP W /DETECTABLE WARNING TILE, 34 REPLACE EXISTING STEPS IN KIND "' "�� Jt" ^ „ COLOR PER LANDSCAPE SEE DETAIL 8 & 10 SHEET 4 �3 VEGETATED SWALE SEE DETAIL 6 SHEET 4 .............® 11 aa,e ae�oa 27 ADA SIGNAGE SEE DETAIL 7 SHEET 4 a 35 EXISTING TRASH ENCLOSURE TO BE IMPROVED PER Jy i;" z ??,OF M o, 0 PROTECT EXISTING CATCH BASIN TO REMAIN .......... (BMP AREA SHALL BE PRIVATELY MAINTAINED AND NOT TO BE 19 4" WIDE PARKING STALL STRIPE (WHITE) ARCHITECTURAL BUILDING PERMIT PLANS 4' �o �� M ��qt m M co MODIFIED WITHOUT A CITY PERMIT) 12 CUT AND CAP EXISTING PIPE. FILL PIPE ENDS WITH CONCRETE SEE DETAIL 5 28 AC TRENCH RESURFACING PER SDRSD G -24A .. ® 36 NEW 4" FIRE SERVICE WITH RP BACKFLOW PREVENTOR AND STORM DRAIN PER PLAN " EPEN WALKWA ��� `'o �y 4 REMOVE EXISTING CATCH BASIN SHEET 4 20 CONCRETE WHEEL STOP PER DETAIL 13 SHEET 4.... o FDC. FDC SHALL BE MOUNTED 36 „ TO 42" ABOVE RIP RAP PER PLAN JOGE. EMBED 18" y Q �0_ 13 USE EXISTING WALL PENETRATION AND MODIFY AS NEEDED TO FIT 29 NOT USED FINISHED GROUND TO THE TOP OF THE CONNECTION O5 CONNECT TO STORM DRAIN WITH WYE FITTING(S) „ 21 GABION SEAT WALL PER LANDSCAPE PLANS '04 w U No. 64715 m NEW XI PIPE ® SEE VEGETATED SWALE 30 NO PARKING ZONE SEE DETAIL 11 SHEET 4 37 LANDSCAPED BMP TO BE PLANTED PER LANDSCAPE PLANS DETAIL 6, SHEET 4 „ s Exp. 06 -30 -15 Q © REMOVE EXISTING STORM DRAIN PIPE 14 12" x 12" PRECAST CATCH BASIN, SEE DETAIL 4 SHEET 4 - ....... O ® 22 AMPHITHEATER PER LANDSCAPE PLANS, SEE BUILDING PERMIT PLANS IN BUILDING PERMIT PLAN SET THAT WILL PROVIDE THE � r O7 PROTECT EXISTING TREE 15 AC TOP COAT OVERLAY. 31 O INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKER ADEQUATE GROUND COVER AS SPECIFIED TO PREVENT ® PRIVATE STORM DRAIN CLEANOUT, SEE DETAIL 3 SHEEP 4 ..... - -. - -p ....... 0 23 FOOT BRIDGE PER LANDSCAPE PLANS, SEE BUILDING PERMIT PLANS 4" TO 6" FROM STREET CENTER LINE ON HYDRANT SIDE ON EL EROSION SECTION A -A FOF CA1-�F CAMINO REAL EXACT LOCATION NOT SHOWN). 38 4" WIDE WHITE STRIPES FOR PEDESTRIAN ACCESS NTS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: CMF LM ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1, RF_L0C,4TF_ FIRI✓ 11Fi? 6G'+ /- WE5T 2 3 )4 DESCRIPTION: BRASS DISK IN MONUMENT WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO D: GRADING & DRAINAGE PLAN AND SECTIONS FOR: of ORIGINAL RPAQovED LocATloa LOCATION: STATION 64 +24 EL CAMINO REAL HORIZONTAL: 1" = 10' DATE: -3 ✓U. 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 2 AS- go, L-T v � � RECORD FROM: SAN DIEGO COUNTY VERTICAL MASiN n1AtiER c42 is GLENN PRUIM C51274 CONTROL BOOK PAGE 105 LUX EDUCATION PAVILION ELEVATION: 120.20 MSL VERTICAL: 1" = 10' E PE 06°30 -115 615113 ENGINE G /�B�3WORKS DIRECTOR APN 262-160-16,15 DATUM: NAVD88 CARL FIORICA DATE DATE _- - - -_ PLANNING CASE NO: 12 -124 CDP /DR /MUP /MOD SHEET 3 OF 5 STORM DRAIN DATA ©0 BEARING /DELTA LENGTH SLOPE ( %) SIZE /TYPE (CLASS) 1 N 89'13'50" E 20.00' 27.0 12" PVC SDR 35 2 N 89'13'50" E 45.50' 1.0 12" PVC SDR 35 3 N 62744'53" W 13.81' 1.0 12" PVC SDR 35 4 N 68'46'03" E 13.81' 1.0 12" PVC SDR 35 5 N 89'55'51" W 71.74' 1.0 10" PVC SDR 35 6 N 00'13'58" E 8.17' 1.0 10" PVC SDR 35 7 N 8952'18" W 31.06' 8.6 10" PVC SDR 35 8 N 67'34'04" E 20.50' 6.8 10" PVC SDR 35 9 N 8837'11" E 29.46' 6.8 10" PVC SDR 35 10 N 09'11'42" W 48.97' 14.0 10" PVC SDR 35 11 N 8959'47" E 5.95' 1.0 10" PVC SDR 35 12 N 00'00'02" E 89.20' 0.5 6" PERF. PVC SDR 35 13 N 00'00'00" E 15.64' 0.5 6" PVC SDR 35 14 N 9900'00" W 22.70' 2.0 4" PVC SDR 35 15 N 90'00'00" W 27.51' 4.3 4" PVC SDR 35 16 N 89'59'16" W 36.21' 0.5 4" PVC SDR 35 17 N 89'59'45" E 29.11' 0.5 4" PVC SDR 35 18 N 00'05'17" W 6.01' 1.0 4" PVC SDR 35 19 N 0900'00" E 6.01' 0.5 4" PVC SDR 35 20 N 90'00'00" W 12.20' 1.0 6" PVC SDR 35 21 N 90'00'00" W 11.07' 1.0 6" PVC SDR 35 22 N 9900'00" W 42.01' 3.0 4" PVC SDR 35 23 N 00'00'00" E 15.37' 2.0 4" PVC SDR 35 24 N 24'35'02" E 10.38' 1.0 4" PVC SDR 35 25 N 90'00'00" E 27.59' 1.0 6" PVC SDR 35 26 N 90'00'00" E 37.68' 3.2 4" PVC SDR 35 27 N 00'00'00" E 9.44' 1.0 4" PVC SDR 35 28 N 00'00'00" E 20.95' 2.0 4" PVC SDR 35 29 N 67'12'53" W 16.28' 2.0 4" PVC SDR 35 30 N 00'10'14" E 3.81' 2.0 MIN 4" PVC SDR 35 31 N 69'31'52" W 13.80' 1.0 10" PVC SDR 35 32 N 00'04'09" E 4.75' 2.0 MIN 4" PVC SDR 35 33 N 89'48'55" E 8.70' 2.0 MIN 4" PVC SDR 35 34 N 00'00'07" E 76.63' 2.0 6" PVC SDR 35 35 N 89'48'55" E 5.35' 2.0 MIN 4" PVC SDR 35 36 NOT USED -- -- -- 37 N 8948'55" E 4.06' 2.0 MIN 4" PVC SDR 35 38 N 89'48'55" E 8.72' 2.0 MIN 4" PVC SDR 35 IV ....r..�. „.. _,.. K.. -�. -rte' a .... .. _ - - - = - - ___ - r17'x7.5'3 10.80 F v 77 PROPERTY !. N89 °5534 W 60.57 - - -- -- -- .__.__. 7 _ 37 3.8 x32' _.____._ 7fi7 1 12760 T 123 04 FS 122.63 FS _ 122.50 TG PROPER » ° LINE ` ^, ; .r _ _ 122ss Fs �' SCALE IN FEET ww i t 120.00 IE 117:,9 IE, 1 LINE 1 'inch = 1`0 ft. Lu _z z CONSTRUCTION VC�AI��CC► AI►I� LEGEND 16 GRAVELPAVE2 (OR APPROVED EQUAL) PARKING SURFACE 24 NEW CURB PER SDRSD G -1 ......_. 32 NO PARKING SIGN PER DETAIL 2 SHEET 4. SIGNS SHALL GABION SEAT WALL 4.5' 4' 4.5' ,?� �V (1V �V KEYNOTES Grr7 11�V (� A.iC�Y PER DETAIL 14 & 15 SHEET 4.......... _ BE IN VISIBLE LOCATIONS PLACED APPROXIMATELY EVERY PER LANDSCAPE PLANS LU 75 FEET STAGGERED ON EACH SIDE OF THE ROAD. (BUILDING PERMIT) 123.00 FG z i 25 NEW CONCRETE, FINISH PER LANDSCAPE �: L -I �� z o �1 ATRIUM DRAIN IN LANDSCAPING, SEE DETAIL 2 SHEET 4. ..........® g 2'X3' -6" COBBLE STONE RIP RAP OVER FILTER BLANKET........... 17 SAWCUT AC AND REPLACE PER DETAIL 12 SHEET 4.. - -- 0 " " "' 33 RELOCATE EXISTING GAS METER OUTSIDE OF NEW 121.50 FG 3 �- 3 >Lo °I ® 26 NEW DECOMPOSED GRANITE PER LANDSCAPE.....-..._, - HARDSCAPE �: 1 � <. _.. � a I �2 METAL GRATE DRAIN IN HARDSCAPE, SEE DETAIL 1 SHEET 4......... 10 CONNECT TO EXISTING CURB OUTLET 18 ACCESSIBLE CURB RAMP W /DETECTABLE WARNING TILE, 34 REPLACE EXISTING STEPS IN KIND "' "�� Jt" ^ „ COLOR PER LANDSCAPE SEE DETAIL 8 & 10 SHEET 4 �3 VEGETATED SWALE SEE DETAIL 6 SHEET 4 .............® 11 aa,e ae�oa 27 ADA SIGNAGE SEE DETAIL 7 SHEET 4 a 35 EXISTING TRASH ENCLOSURE TO BE IMPROVED PER Jy i;" z ??,OF M o, 0 PROTECT EXISTING CATCH BASIN TO REMAIN .......... (BMP AREA SHALL BE PRIVATELY MAINTAINED AND NOT TO BE 19 4" WIDE PARKING STALL STRIPE (WHITE) ARCHITECTURAL BUILDING PERMIT PLANS 4' �o �� M ��qt m M co MODIFIED WITHOUT A CITY PERMIT) 12 CUT AND CAP EXISTING PIPE. FILL PIPE ENDS WITH CONCRETE SEE DETAIL 5 28 AC TRENCH RESURFACING PER SDRSD G -24A .. ® 36 NEW 4" FIRE SERVICE WITH RP BACKFLOW PREVENTOR AND STORM DRAIN PER PLAN " EPEN WALKWA ��� `'o �y 4 REMOVE EXISTING CATCH BASIN SHEET 4 20 CONCRETE WHEEL STOP PER DETAIL 13 SHEET 4.... o FDC. FDC SHALL BE MOUNTED 36 „ TO 42" ABOVE RIP RAP PER PLAN JOGE. EMBED 18" y Q �0_ 13 USE EXISTING WALL PENETRATION AND MODIFY AS NEEDED TO FIT 29 NOT USED FINISHED GROUND TO THE TOP OF THE CONNECTION O5 CONNECT TO STORM DRAIN WITH WYE FITTING(S) „ 21 GABION SEAT WALL PER LANDSCAPE PLANS '04 w U No. 64715 m NEW XI PIPE ® SEE VEGETATED SWALE 30 NO PARKING ZONE SEE DETAIL 11 SHEET 4 37 LANDSCAPED BMP TO BE PLANTED PER LANDSCAPE PLANS DETAIL 6, SHEET 4 „ s Exp. 06 -30 -15 Q © REMOVE EXISTING STORM DRAIN PIPE 14 12" x 12" PRECAST CATCH BASIN, SEE DETAIL 4 SHEET 4 - ....... O ® 22 AMPHITHEATER PER LANDSCAPE PLANS, SEE BUILDING PERMIT PLANS IN BUILDING PERMIT PLAN SET THAT WILL PROVIDE THE � r O7 PROTECT EXISTING TREE 15 AC TOP COAT OVERLAY. 31 O INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKER ADEQUATE GROUND COVER AS SPECIFIED TO PREVENT ® PRIVATE STORM DRAIN CLEANOUT, SEE DETAIL 3 SHEEP 4 ..... - -. - -p ....... 0 23 FOOT BRIDGE PER LANDSCAPE PLANS, SEE BUILDING PERMIT PLANS 4" TO 6" FROM STREET CENTER LINE ON HYDRANT SIDE ON EL EROSION SECTION A -A FOF CA1-�F CAMINO REAL EXACT LOCATION NOT SHOWN). 38 4" WIDE WHITE STRIPES FOR PEDESTRIAN ACCESS NTS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: CMF LM ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1, RF_L0C,4TF_ FIRI✓ 11Fi? 6G'+ /- WE5T 2 3 )4 DESCRIPTION: BRASS DISK IN MONUMENT WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO D: GRADING & DRAINAGE PLAN AND SECTIONS FOR: of ORIGINAL RPAQovED LocATloa LOCATION: STATION 64 +24 EL CAMINO REAL HORIZONTAL: 1" = 10' DATE: -3 ✓U. 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 2 AS- go, L-T v � � RECORD FROM: SAN DIEGO COUNTY VERTICAL MASiN n1AtiER c42 is GLENN PRUIM C51274 CONTROL BOOK PAGE 105 LUX EDUCATION PAVILION ELEVATION: 120.20 MSL VERTICAL: 1" = 10' E PE 06°30 -115 615113 ENGINE G /�B�3WORKS DIRECTOR APN 262-160-16,15 DATUM: NAVD88 CARL FIORICA DATE DATE _- - - -_ PLANNING CASE NO: 12 -124 CDP /DR /MUP /MOD SHEET 3 OF 5 TOP OF GRATE 8" METAL GRATE ELEV. ON PLAN NOTES: 1. ALL GRATES SHALL BE VANDAL PROOF IN TWO PLACES 2. ALL NON -BRASS GRATES SHALL BE GALVANIZED. 6" PVC RISER 45' BEND WYE STORM DRAIN SIZE PER PLAN FLOW FLOW MIN.. 6" 6 "/]- 4000 PSI CONCRETE MIN. (�5� UTILITY CAPPING DETAIL FL PER PLAN �J METAL GRATE PRECAST CATCH BALSIIN 3:1 MAX. SLOPE NOT TO SCALE VEGETATION PER LANDSCAPE PLANS IMPERMEABLE PLASTIC LINER ALONG TRENCH SIDES ;: `'._' 3" MIN COVER i NO STOPPING - FIRE LANE VEHICLES SUBJECT TO CITATION AND /OR TOW -AWAY AT OWNER EXPENSE S.D. SHERIFF DEPTARTMENT 858 - 565 -5200 CVC 22658(a) CVC 22500.1 (Towing Company Name) (Telephone Number) NOTES: 1) BOTTOM OF SIGN SHALL BE 4 TO 6 FEET ABOVE GRADE, MOUNTED ON A POST OR AFFIXED TO A BUILDING IN A VISIBLE LOCATION. 2) SIGN SHALL BE 17 "x22" IN SIZE WITH A WHITE REFLECTIVE BACKGROUND AND RED LETTERS AND NUMBERS 3) POSTS SHALL BE METAL "U" CHANNEL AND PERMANTENTLY CEMENTED 18" BELOW GRADE FIR ALL SIGNS. CONTINUATION 1.CLEANOUT SIZE EQUIVALENT TO PIPE SIZE WHERE SHOWN ON ELEVATION UNLESS OTHERWISE NOTED ON GRADING AND UTILITIES PLANS PLANS 2. ALL CLEANOUT LIDS LOCATED IN TRAVELED WAY REQUIRE AN H -20 TRAFFIC RATED COVER PRIVATE STORM DRAIN CLEANOUT IN AS PLANS END / NIJ �/ ALHAMBRA FOUNDRY, A -2010 CAST IRON GRATE AND FRAME FOR G NON- TRAFFIC AREA. ALHAMBRA FOUNDRY A -2012 CAST IRON TOP OF GRATE IS SET GRATE AND FRAME FOR TRAFFIC ° GRAD ROVE ADJACENT P �O AREA. TOP OF GRATE ELEV. PER PLAN .:.... 10" <r z fH ARIES/ r/ EXTENSIONS l 1 (18" MIN) 4 ",6 ",10 ",12" OR 18" 6" ri , T MODEL NUMBER A" SIZE DB -1212* 12" x 12" (5 WALLS) * MODEL NUMBERS ARE AS MANUFACTURED BY "QUICKSET ", ASSOCIATED CONCRETE PRODUCTS, INC. K 44� PRECAST CATCH BASIN CHANGE NO. DESCRIPTION FLOW LINE ELEV. (FL) PIPE SIZE AND PER PLAN TYPE PER PLAN SECTION C -C UTILITY SIZE PER PLAN 24" OF ENGINEERED SOIL 3" OF 3/8" GRAVEL 21" 3/4" CRUSHED ROCK Z6" PERFORATED PVC PIPE ' PER PLAN 4' NOTE: 1) BIORETENTION "ENGINEERED SOIL" SHALL BE MINIMUM 24" DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. 2) 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE OF THE BASIN. 3) THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. VEGETATED SWALE VAN ACCESSIBLE VAN ACCESSIBLE SIGN (R99A) STANDARD 12" X 8" 4 , PARKING ONLY ISA PARKING SIGN (R99) STANDARD 12" X 18" NOTES: 1. SIGNAGE PER CALTRANS STANDARD DRAWINGS ACCESSIBLE SIGNAGE ISA PARKING SIGN R99 ABOVE & R99A BELOW SEE NOTE 2, TYP. z 0 I ISA MARKING AT REAR LIMIT OF STALL (SEE DETAIL 9) N UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT (Address) OR BY TELEPHONING (Tdephone Number) SIGN (R100B) STANDARD 18" X 24" LO ro IN I� 32.5" - 53 53" INTERNATIONAL SYMBOL OF ACCESSIBILITY (I 6" TYP 5� 0 i ISA PARKING SIGN R99 I ABOVE & R100B BELOW RETAINING CURB SIDEWALK .ES PER J 4" BLUE LINE WHEEL STOP THIS SHEET BORDERS 4" BLUE LINE DIAGONALS AT SEE NOTE 1_\ 3' -0" CENTERS 9' -0" 8' -0" TO THE RIGHT OF EACH VAN ACCESSIBLE PARKING STALL NON -SLIP TRACTION NOTES: 1. THE WORDS "NO PARKING ", SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 2. THE BOTTOM OF THE SIGN PANEL SHALL BE A MINIMUM OF 80" ABOVE THE SURFACE OF THE SIDEWALK OR PATH. SEE DETAIL 7 FOR ACCESSIBLE SIGNAGE. APPROVED DATE BENCHMARK DESCRIPTION: BRASS DISK IN MONUMENT WELL LOCATION: STATION 64 +24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL BOOK PAGE 105 ELEVATION: 120.20 MSL DATUM: NAVD88 SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' to M N z w o¢ U � w ~ a L_ 00 PLAN GROUT HOLE FULL HOLE FOR 1/2" STD. PIPE OR 3/4" DIAM. REINF. ROD LO n ti 7' MIN 8 MAX 1 I 1/2" STD PIPE OR 3/4" REINF. ROD SHALL BE N PLACED PRIOR TO SURFACING OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING ELEVATION CL PARKING STALL WHEEL STOP 4- 2" �N I 8" MIN. END VIEWS 1/2- MAX. CLEARANCE 2 - #3 3/8" TOOLED EDGE (TYP.) SECTION 1 - 1' -6" TO EDGE OF PARKING STALL PAINTED STRIPES IF SHOWN ON THE DRAWINGS OR REQ'D BY THE SPECIFICATIONS INSTALLATION PLAN PRECAST CONCRETE WHEEL STOP DETAILS 0.20" ADJACENT PAVIN 0.90" a e 0.50 " SEE " CENTERS d a. NOTE 1 OLYMER CONCRETE DETECTABLE WARNING PANEL NOTES: 1. PANELS SHALL BE WET -SET, CAST -IN- PLACE. 2. PANELS SHALL BE SAFETY YELLOW COLOR, FEDERAL COLOR NO. 33538 STD. NO. 5958. EXCEPT IF DEFINED BY LANDSCAPE 3. PANELS SHALL BE FITTED WITH ZINC ALLOY CONCRETE ANCHORS & STAINLESS STEEL BOLTS. 4. PANELS SHALL BE FITTED WITH HOT DIPPED, GALVANIZED ANGLES TO FACILITATE INSTALLATION IN WET CONCRETE. 5. PANELS SHALL BE ABRASIVE RESISTANT AND SHALL BE WARRANTED FOR 5 YEARS AGAINST EXCESSIVE WEAR. 6. ONLY APPROVED DSA -AC DETECTABLE WARNING PRODUCTS & DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTICLE 2, 3 & 4. REFER TO CCR TITLE 24, PART 12, CHAPTERS 12 -11A AND B, FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES. 7. PANELS SHALL HAVE A DEPTH OF 3 FEET. 10 DETECTABLE WARNING TILES ARC L ASPHALT CONCRETE CLASS II BASE 6" REMOVE AND RECOMPACT THE UPPER 12" OF SUB BASE PER GEOTECHNICAL RECOMMENDATIONS NOTES: 1. AC PAVEMENT SECTION IS PER CITY OF ENCINITAS OFF- STREET PARKING DESIGN MANUAL, SECTION M. 12 AC PAVEMENT SECTION PLANS PREPARED UNDER SUPERVISION OF DATE: 1 -Z 3 R.C.E. NO.: 64715 ,,� EXP.: 06 -30 -15 ARL M. FIORICA ENGINEERING DEPARTMENT APPROVALS RECOMMENDED:^ APPR D: �/y - MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING /PUBUC WORKS DIRECTOR S�$ /13 $r1i /3 DATE DATE V) Z z co cn z co 2 S...___ _. . _.._._.._ _..._,. 3. PLACE REMAINING ANCHORS AROUND PERIMETER OF SITE AND IN HIGH TRAFFIC AREAS PLAN 50 CM (19.7 ") 16.7 CM (6.6") 25 CM (9.8 ") L .3 CM (3.3") CM (0.9 ") 0 6 CM (2.4 -) i SPECIFICATIONS UNITS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20- X 20- X 1 -) IAVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT OR 23 KG (4S ( POUNDS)) 2 8 STRENGTH - 402 K8 /CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - 100% POST- CONSUMER FABRIC RECYCLED HDPE /LDPE WEIGHT - 3.5 OZ�SY(120 GM /M ) TENSILE - 120 L / /FT (58(5 KG/M 2)) OPTIONS - CUSTOMlFABRIL`1 T O6 0 /MIN /M ) AVAILABLE. Z - GRAVELPAVE2 - ADJACENT GRAVELPAVE2 -SEE ENLARGEMENT BELOW - FILTER FABRIC ATTACHED TO 1 BOTTOM OF GRAVELPAVE2 - GRAVELPAVE2 FILLED WITH 3/16- TO 3/8- i� ANGULAR GRAVEL, UNIFORM SIZE, WASHED y aw -3/4° - 1/2" CRUSHED ROCK ge Y o�w Z w N _< OMPACTED SUBGRADE SECTION TOP OF GRAVEL _ GRAVELPAVE2 ATTACH WITH SNAP FIT FASTENERS n r (cr J Gcr�g,�e c FILTER FABRIC - OVERLAPPING JOINTS °'Sk' �'' °'� .'� z FILL RING SECTION WITH 3/16" TO 3/8- ANGULAR GRAVEL, UNIFORM SIZE, WASHED ENLARGEMENT 3/4- - 1/2" CRUSHED ROCK 14 TYPICAL GRAVELPAVE2 DETAIL 6 R, INGS 6, RINGS I 6 RINGS , GRAVELPAVE2 PINNING INSTRUCTIONS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT CIVIL DETAILS FOR: 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 LUX EDUCATION PAVILION APN 262 - 160-16,15 PLANNING CASE NO: 12 -124 CDP /DR /MUP /MOD CHOIRS AND 1S _R JD DO IC QROFESS /O,y \ �4� M' 7 q� F F 46 2 gyp. 2C r - D - w No. 64715 m *Exp. 06 -30 -1S m7 CIVIL a�P qTF OF CAL N'C DRAWNG NO. 11580 -G SHEET 4 OF 5 T No LU w o ZZ w ow oWo LO 3QIi xl rn N O M M M M t0 4" WHITE LINE DIAGONALS AT SEE 3' -0" CENTERS NOTE 1 N 4" WHITE LINE BORDERS a NOTES: 1. THE WORDS "NO PARKING ", SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO USERS. 11 NO PARKING ZONE NT L ASPHALT CONCRETE CLASS II BASE 6" REMOVE AND RECOMPACT THE UPPER 12" OF SUB BASE PER GEOTECHNICAL RECOMMENDATIONS NOTES: 1. AC PAVEMENT SECTION IS PER CITY OF ENCINITAS OFF- STREET PARKING DESIGN MANUAL, SECTION M. 12 AC PAVEMENT SECTION PLANS PREPARED UNDER SUPERVISION OF DATE: 1 -Z 3 R.C.E. NO.: 64715 ,,� EXP.: 06 -30 -15 ARL M. FIORICA ENGINEERING DEPARTMENT APPROVALS RECOMMENDED:^ APPR D: �/y - MASIH MAHER C42519 GLENN PRUIM C51274 ENGINEERING /PUBUC WORKS DIRECTOR S�$ /13 $r1i /3 DATE DATE V) Z z co cn z co 2 S...___ _. . _.._._.._ _..._,. 3. PLACE REMAINING ANCHORS AROUND PERIMETER OF SITE AND IN HIGH TRAFFIC AREAS PLAN 50 CM (19.7 ") 16.7 CM (6.6") 25 CM (9.8 ") L .3 CM (3.3") CM (0.9 ") 0 6 CM (2.4 -) i SPECIFICATIONS UNITS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20- X 20- X 1 -) IAVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT OR 23 KG (4S ( POUNDS)) 2 8 STRENGTH - 402 K8 /CM (5720 PSI) COLOR - BLACK (STANDARD) RESIN - 100% POST- CONSUMER FABRIC RECYCLED HDPE /LDPE WEIGHT - 3.5 OZ�SY(120 GM /M ) TENSILE - 120 L / /FT (58(5 KG/M 2)) OPTIONS - CUSTOMlFABRIL`1 T O6 0 /MIN /M ) AVAILABLE. Z - GRAVELPAVE2 - ADJACENT GRAVELPAVE2 -SEE ENLARGEMENT BELOW - FILTER FABRIC ATTACHED TO 1 BOTTOM OF GRAVELPAVE2 - GRAVELPAVE2 FILLED WITH 3/16- TO 3/8- i� ANGULAR GRAVEL, UNIFORM SIZE, WASHED y aw -3/4° - 1/2" CRUSHED ROCK ge Y o�w Z w N _< OMPACTED SUBGRADE SECTION TOP OF GRAVEL _ GRAVELPAVE2 ATTACH WITH SNAP FIT FASTENERS n r (cr J Gcr�g,�e c FILTER FABRIC - OVERLAPPING JOINTS °'Sk' �'' °'� .'� z FILL RING SECTION WITH 3/16" TO 3/8- ANGULAR GRAVEL, UNIFORM SIZE, WASHED ENLARGEMENT 3/4- - 1/2" CRUSHED ROCK 14 TYPICAL GRAVELPAVE2 DETAIL 6 R, INGS 6, RINGS I 6 RINGS , GRAVELPAVE2 PINNING INSTRUCTIONS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT CIVIL DETAILS FOR: 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 LUX EDUCATION PAVILION APN 262 - 160-16,15 PLANNING CASE NO: 12 -124 CDP /DR /MUP /MOD CHOIRS AND 1S _R JD DO IC QROFESS /O,y \ �4� M' 7 q� F F 46 2 gyp. 2C r - D - w No. 64715 m *Exp. 06 -30 -1S m7 CIVIL a�P qTF OF CAL N'C DRAWNG NO. 11580 -G SHEET 4 OF 5 T No LU w o ZZ w ow oWo LO 3QIi xl rn N O M M M M t0 GRAVEL BAGS OVERLAP ONTO CURB �O9 RUNOFF MJ ��ti GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED A STREET INLET PROTECTION NOT TO SCALE TYP. SPACING DEPE ON SOIL TYPE SLOPE STEEPI' M 0 3 a 0 Q J 0 CHAS NGE NO. 0 v 0 i SECTION C —C FCH BASIN > 9" NOTES 1. PLACE GRAVEL BAGS AROUND EACH INLET. INLET PROTECTION `4h NO SCALE 1 N \1 \` ADJACENT ROLLS SHALL TIGHTLY ABUT STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS t3' � DIMENT, ORGANIC MATTER, VD NATIVE SEEDS ARE APTURED BEHIND THE ROLLS. Y -5" (75- 125mm) 8" -10" DIA. C V 7z�(200- 250mm) NOTE: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, Y -5" (75- 125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. s "' v s "' crew (25 x 25mm) FIBER ROLLS NU SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. II 1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: BRASS DISK IN MONUMENT WELL LOCATION: STATION 64 +24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL BOOK PAGE 105 ELEVATION: 120.20 MSL DATUM: NAVD88 ,w:'''o M 4M.1 1 E: f r r ' APPIjAVE[�tj rt e 00° 5 0 °0 7 ' GLENN PRUIM C51274 l'U)a �Alx!NJO P EA — i 1 l; I S� i3 RT a 'n 10 rj 7 xY Xy j F� �2 'n 2. STAPLE WIRE FENCING TO THE POSTS. 6_�4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. rill C I� -d SCALE HORIZONTAL: VERTICAL: 1,'il:1q SILT FENCE 0 A l N2 li t i,y 00000000 °C 0 0 o o _ y f 3it5r1 12` IN 3 i t pl i N89'65'381W 866.58' �...-- .�_._.,.1 ®.._ ___ -.- �ii � � N89'55'38kh45^� a9L)_EU "�•iii:iF , x APPIjAVE[�tj p 7 00° 5 0 °0 7 ' GLENN PRUIM C51274 l'U)a �Alx!NJO P EA — DATE DATE c� 4i NEW 3 W° RT a 'n 10 GPM � N ,;L MESS m n m F� �2 - U D ra® w No. 64715 00 Exp. 06 -30 -4. o1J 00000 O�Ojj0 0 0 s I J => i1l 3Aa(N E 0000 °O°t t 1 �GP 77° 3�O��Op OOCti V580 -G yr O OHO Y00 Op..Oa �O 1: '0000000, O . vs(4 0 ° 0 0-[ [ b00��000 O O O O' 00 - 000000 0 0000 °O °O °O 711 001,00000 °000 °c i `P �000 p o 00000000 °C 0 0 o o _ y f 3it5r1 12` IN 3 i t pl i N89'65'381W 866.58' �...-- .�_._.,.1 ®.._ ___ -.- �ii � � N89'55'38kh45^� a9L)_EU "�•iii:iF , x APPIjAVE[�tj AA r ' GLENN PRUIM C51274 wo �Alx!NJO P EA — DATE DATE c� 4i NEW 3 W° RT a 'n -iks Lo xi rn � N / pryq< MESS m n m F� �2 - U D ra® w No. 64715 m Exp. 06 -30 -4. sr Clv1L ,P qTF OF CAI-\F DRAWING NO. V580 -G SHEET 5 OF 5 s Sx ti 11 _x 9 ) j s s V 6' 1 r. E'I f k d 7 i w {/ 4 1 I . s f S 1 L f'a.< k t +' k [ao ,. —._. _ _.__ — ..__-- - - -'•� _ 26060. _, .. 11 ' 1 11 `'�, _ @j YA 0W a. ra,,,'N(, P ki L l,r, ,. a_EN;t'PENCE- /r _ G LEGEND DESCRIPTION DWG.NO. SYMBOL BMP DESIGNATION GRAVEL BAGS A, B/C -005 clz�yp SC -6, SC -8 SILT FENCE D/C -005 SF— SC -1 STRAW /FIBER ROLLS C/C -005 /J� SC -5 GRAVEL BAG INLET SC -10 TYPE 3 x x SC -10 PROTECTION EROSION & SEDIMENT CONTROL KEY NOTES 1 GRAVEL BAG CHECK DAMS (SC -4) INSTALL AT SWALES AND CURBS. 2 NOT USED Q STREET SWEEPING (SC -7): IMPLEMENTED ANYWHERE SEDIMENT IS TRACKED FROM THE PROJECT SITE ONTO PUBLIC OR PRIVATE PAVED ROADS, TYPICALLY AT POINT OF INGRESS /EGRESS 4 SILT FENCE (SC -1): PLACED ALONG PERIMETER OF THE PROJECT VICINITY, BOTTOM OF SLOPES. 5 FIBER ROLL (SC -5): PLACED AT DOWNGRADIENT SIDE OF VEHICLE PARKING AREA, AROUND STOCKPILES AND DOWN- GRADIENT OF EXPOSED SOIL AREAS © GRAVEL BAG BERM (SC -6): INSTALLED AROUND DISTURBED SOIL. 7 MATERIAL DELIVERY AND STORAGE AREA (WM -1): HAZARDOUS MATERIALS SEGREGATED IN BERMED /COVERED AREA. 8 STOCKPILE MANAGEMENT (WM -3): STOCKPILES COVERED WITH PLASTIC AND INSTALL FIBER ROLLS IN PERIMETER 9 HYDROSEEDING (SS -4). HYDROSEED DISTURBED SLOPES WITH NON IRRIGATED HYDROSEED MIX. CALTRANS SEED SPECIFICATION 3 & 6 SR -125 UNIT 261Bj 0 GRAVEL BAG BARRIER. TO CONTAIN ANY RUN ON AS INDICATED. 1 STORM DRAIN INLET PROTECTION (SC -10) TYPE 2- EXCAVATED DROP INLET SEDIMENT TRAP FOR NEW DRAIN INLETS AND TYPE 3- GRAVEL BAGS BARRIER FOR EXISTING DRAIN INLETS 1© PRESERVE EXISTING VEGETATION WHERE FEASIBLE (SS -2) Q NOT USED ® NOT USED MATERIAL USE (WM -2). PREVENT ASPHALT AND OTHER CONSTRUCTION MATERIALS TO ENTER THE STORM DRAIN THE STORM DRAIN 1® WATER CONSERVATION PRACTICES (NS -1). KEEP FIRE HYDRANTS CONNECTIONS IN GOOD WORKING ORDER Q SEPTIC WASTE MANAGEMENT (WM -9). ARRANGE FOR REGULAR SERVICE OF PORTA POTTIES BY A LICENSED SERVICE PROVIDER 1® CONCRETE WASTE MANAGEMENT (WM -8). DO NOT DUMP ONSITE, USE DESIGNATED WASHOUT AREAS, INSPECT WEEKLY AND CLEAN WHEN 75% FULL. PLANS PREPARED UNDER SUPERVISION OF DATE: A�J_/_ /_7 ��� R.C.E. NO.: 64715 EXP.: 06 -30 -1 CARL M. FIORICA ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: � APPIjAVE[�tj AA r ' GLENN PRUIM C51274 wo �Alx!NJO P EA 57//3 DATE DATE c� 4i —._. _ _.__ — ..__-- - - -'•� _ 26060. _, .. 11 ' 1 11 `'�, _ @j YA 0W a. ra,,,'N(, P ki L l,r, ,. a_EN;t'PENCE- /r _ G LEGEND DESCRIPTION DWG.NO. SYMBOL BMP DESIGNATION GRAVEL BAGS A, B/C -005 clz�yp SC -6, SC -8 SILT FENCE D/C -005 SF— SC -1 STRAW /FIBER ROLLS C/C -005 /J� SC -5 GRAVEL BAG INLET SC -10 TYPE 3 x x SC -10 PROTECTION EROSION & SEDIMENT CONTROL KEY NOTES 1 GRAVEL BAG CHECK DAMS (SC -4) INSTALL AT SWALES AND CURBS. 2 NOT USED Q STREET SWEEPING (SC -7): IMPLEMENTED ANYWHERE SEDIMENT IS TRACKED FROM THE PROJECT SITE ONTO PUBLIC OR PRIVATE PAVED ROADS, TYPICALLY AT POINT OF INGRESS /EGRESS 4 SILT FENCE (SC -1): PLACED ALONG PERIMETER OF THE PROJECT VICINITY, BOTTOM OF SLOPES. 5 FIBER ROLL (SC -5): PLACED AT DOWNGRADIENT SIDE OF VEHICLE PARKING AREA, AROUND STOCKPILES AND DOWN- GRADIENT OF EXPOSED SOIL AREAS © GRAVEL BAG BERM (SC -6): INSTALLED AROUND DISTURBED SOIL. 7 MATERIAL DELIVERY AND STORAGE AREA (WM -1): HAZARDOUS MATERIALS SEGREGATED IN BERMED /COVERED AREA. 8 STOCKPILE MANAGEMENT (WM -3): STOCKPILES COVERED WITH PLASTIC AND INSTALL FIBER ROLLS IN PERIMETER 9 HYDROSEEDING (SS -4). HYDROSEED DISTURBED SLOPES WITH NON IRRIGATED HYDROSEED MIX. CALTRANS SEED SPECIFICATION 3 & 6 SR -125 UNIT 261Bj 0 GRAVEL BAG BARRIER. TO CONTAIN ANY RUN ON AS INDICATED. 1 STORM DRAIN INLET PROTECTION (SC -10) TYPE 2- EXCAVATED DROP INLET SEDIMENT TRAP FOR NEW DRAIN INLETS AND TYPE 3- GRAVEL BAGS BARRIER FOR EXISTING DRAIN INLETS 1© PRESERVE EXISTING VEGETATION WHERE FEASIBLE (SS -2) Q NOT USED ® NOT USED MATERIAL USE (WM -2). PREVENT ASPHALT AND OTHER CONSTRUCTION MATERIALS TO ENTER THE STORM DRAIN THE STORM DRAIN 1® WATER CONSERVATION PRACTICES (NS -1). KEEP FIRE HYDRANTS CONNECTIONS IN GOOD WORKING ORDER Q SEPTIC WASTE MANAGEMENT (WM -9). ARRANGE FOR REGULAR SERVICE OF PORTA POTTIES BY A LICENSED SERVICE PROVIDER 1® CONCRETE WASTE MANAGEMENT (WM -8). DO NOT DUMP ONSITE, USE DESIGNATED WASHOUT AREAS, INSPECT WEEKLY AND CLEAN WHEN 75% FULL. PLANS PREPARED UNDER SUPERVISION OF DATE: A�J_/_ /_7 ��� R.C.E. NO.: 64715 EXP.: 06 -30 -1 CARL M. FIORICA ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: � APPIjAVE[�tj AA MASIH MAHER G42519 ' GLENN PRUIM C51274 wo ENGINEERING /PUBLIC WORKS DIRECTOR 13/5/2 57//3 DATE DATE EROSION :d V 1 !. 1 �{ K- , z. rS G G va 1 10 0 20 40 SCALE IN FEET 1 inch = 20 ft. NOTES: 1. CONTRACTOR TO MAINTAIN EROSION CONTROL DEVICES INSIDE THE PROPERTY WHERE PARKING /STORAGE WILL OCCUR. 2. CONTRACTOR TO PROVIDE EROSION CONTROL MEASURES BETWEEN TOPS AND TOES OF SLOPES.. 3. CONTRACTOR TO PLACE A FIBER ROLL OR GRAVEL BAG BERM AT PROPERTY LINES. 4. NO CLEANING, FUELING OR MAINTENANCE OF VEHICLES PERMITTED ON -SITE (NS -8, NS -9, NS -10). 5. SEE CITY OF ENCINITAS BEST MANAGEMENT PRACTICES MANUAL OR CALTRANS MANUAL FOR FURTHER BMP INFORMATION. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT IL PLAN FOR: 1578 SOUTH EL CAMINO REAL, ENCINITAS, CA 92024 LUX EDUCATION PAVILKMI APN 262 -160 -16,15 NO: 12 -124 CDP c� 0 of w wo zz z w c� 4i 3 W° a 'n -iks Lo xi rn � N / pryq< MESS m n m F� �2 - U D Z w No. 64715 m Exp. 06 -30 -4. sr Clv1L ,P qTF OF CAI-\F DRAWING NO. V580 -G SHEET 5 OF 5