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2016-12865 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION 2133 CAMBRIDGE AVE. CARDIFF CALIFORNIA." PREPARED BY GEOTECHNICAL EXPLORATION INC. DATED OCTOBER 6, 2008, JOB NO.-08-9641 AND UPDATE OF PRELIMINARY GEOTECHNICAL INVESTIGATION DATED 6 -15 -16 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. 12865 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE A TTACHED 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 NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 633 -2770 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK EAKER AT 619- 415 -4042 ,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. 4.1 HE 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP 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 SF, .LL 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. ENVIRONMENTAL DATA IMPERVIOUS AREA 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 :0.2 OR 17% IMPERVIOUS AREA P 2) MAXIMUM VERTICAL DEPTH OF CUT = 5' IMPERVIOUS AREA 3) MAXIMUM VERTICAL DEPTH OF FILL = 0.5' INCREASE IN IMPER 4) AVERAGE DEPTH OF CUT = 900 C.Y. /5000 S.F. x 27 = 4.9. FT IMPERVIOUS AREA R 5) AVERAGE DEPTH OF FILL = 25 C.Y. /00 S.F. x 27 = 0.0 FT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE s • �►�T 1r •'r- r s DESCRIPTION: ES -0069 LOCATION: CORNER OXFORD AND LIVERPOOL HORIZONTAL: 1 " =10' RECORD FROM: ENCINITAS CONTROL NETWORK ELEVATION: 129.88 VERTICAL: N.A. DATUM: NAVD88 ENC. CONTROL SURVEY JOB NO. 14 -050 DATE 5 -20 -16 RENSIONS 7 -P4 -16 EARTHWORK: CUT = 900 C.Y. FILL = 00 C.Y. EXPORT = 900 C.Y. ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE AND SWELL FACTORS). DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY SOILS ENGINEER IN FIELD DURRING EXCAVATION. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER DISTRICT NOTES: 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CONSTRUCTION VEHICLES CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EXPENSE. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 4 EROSION CONTROL S EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER . UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER ERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 7. CALIFORNIA STATE LAW ASSEBBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL. OF 8. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS PROVIDED WITH CATODE PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. RIOR TO CONSTRUCTION: 1870 SOFT AFTER CONSTRUCTION: 3244 SQFT VIOUS AREA: 1374 SOFT EPLACED: 1870 SOFT AS -BUILT ENGINEER'S NAME DATE 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 ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GOADED BETWEEN OCTOBER 1 AND APRIL 15, OWNER SITE ADDRESS MARK AND ROSANA EAKER 2133 CAMBRIDGE AVE. HUSBAND AND WIFE AS JOINT TENANTS CARDIFF, CA 92007 3133 CAMBRIDGE AVE. 260- 411 -06 CARDIFF, CA 92007 LEGAL DESCRIPTION 619- 415 -4042 LOTS 39 TOGA THER WITH LOT 40 AS ONE SINGLE LOT IN BLOCK EOFCARDIFF'A" IN THE CITY OF ENCINITAS OWNER'S CERTIFICATE MAP NO, 1334 AND COFC IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON T14E COMPACTION AND STABILITY OF THE SITE. / SIGNATURE:, DATE: SIGNATU ROSANA EAKER STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: &-c-'y �'�,..�,�/J DATE: 7 -24 -16 GREGORY A. CAUDILL GAC ENGINEERING AND LAND SURVEYING a 41993 VIA RENATE�, " °- TEMECULA, CA 92591 A 7' � ` 760 - 594- 4889ry e. SOILS ENGINEER'S CERTIFICATE �fMM WOCU REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STANDARD VICINITY MAP NTS FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANS PREPARED UND GREGORY A. CAUDILL ENGINEER'S NAME r L DA E IG��w (C _ J3YD7T /Ee SIGN TE SIGN DATE 6 SIGN v DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE cHECKEO BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A JPERVISION OF RECOMME DED::Ygo APPR E GRADING PLAN FOR: DATE: 5 -5 -16 2133 CAMBRIDGE A VE. MASIH MAHE GLENN PRUIM 12865 -G R.C.E. NO.: C -60957 PUBLIC WORKS DIR CTOR EXP.: 12 -31 -16 DATE Z` ` DATE O /` I CASE NO. : 15- 232CDP APN: 260- 411 -06 SHEET 1 OF 4 fit\ • � c � � N IU^ s Lu 7WLL tim �Wm - � v % Z v j w Lq c°o -) n � U CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON A"I`I 704 AND FOR AN UPDATE ON,�V�. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 1 -5 SPECIFICATIONS. SANTA R. SIGNED: `y RCE NO.: �$ EXP. DATE: 7L JOB NO.- 08 -9641 SITE 2133 CAMBRIDGE AVE. GEOTECHNICAL EXPLORATION INC. 7420 TRADE STREET y SAN DIEGO, CA 92121 y UBUN DR 858- 549 -7222 0 y LKENNY D THE RECOMMENDATIONS IN THIS REFERENCED REPORT TITLED "REPORT OF 3 t� PRELIMINARY GEOTECHNICAL INVESTIGATION 2133 CAMBRIDGE AVE. CARDIFF �q CALIFORNIA." PREPARED BY GEOTECHNICAL EXPLORATION INC. DATED OCTOBER 6, �o Jp A 2008, JOB NO.- 08 -9641 AND UPDATE OF PRELIMINARY GEOTECHNICAL INVESTIGATION SAN 1 -5 DATED 6 -15 -16 ARE TO BE INCORPOATED INTO THIS PLAN FOR THE GRADING y cGOW AND IMPROVEMENT THE SITE. sr�+ 0.190 I BMP PROJECT STATUS STANDARD VICINITY MAP NTS FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANS PREPARED UND GREGORY A. CAUDILL ENGINEER'S NAME r L DA E IG��w (C _ J3YD7T /Ee SIGN TE SIGN DATE 6 SIGN v DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE cHECKEO BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A JPERVISION OF RECOMME DED::Ygo APPR E GRADING PLAN FOR: DATE: 5 -5 -16 2133 CAMBRIDGE A VE. MASIH MAHE GLENN PRUIM 12865 -G R.C.E. NO.: C -60957 PUBLIC WORKS DIR CTOR EXP.: 12 -31 -16 DATE Z` ` DATE O /` I CASE NO. : 15- 232CDP APN: 260- 411 -06 SHEET 1 OF 4 fit\ • � c � � N IU^ s Lu 7WLL tim �Wm - � v % Z v j w Lq c°o -) n � U SPECIAL NOTES: 1� EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN LEGEND: SAND. REINFORCE WITH NO. 3 BARS 0 18" O/C BOTH WAYS 0 MID -POINT OF P ROTECT IN PLACE U 26.00' 4.00' 16.85 SLAB. USE 520 -C -2500 CONC. BOUNDARY: - - - - SEE MONUMENTATION NOTE. CONSTRUCT PCC DRIVEWAY MIN. 5 -112" THICK ON 3" CLASS 2 A.B. COMPACTED m U TO 90 X MAX DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS ORIGINAL LOT LINE LOT 10, w o ENGINEER BASED ON OBSERVATIONS IN THE FIELD. II.� Z .,' MnPY m EXISTING CONTOUR: - 65 .- 71 W PROPOSED CONTOUR: 9 STORMDRAIN: 61N PVC SCALE: H: 1"=10', V. 1"=10' A.C. PAVEMENT SEC77ON - 4/N A.C. ON 61N. CL2 A.B. INLET: ATRIUM GRATE ri = Z L" o SAW CUT AND PA VE TO MA TCH EXIS77NG PUBLIC IMPROVEMENTS IN PUBLIC R/W AND EXIS77NG ON 3' WIDE VEGETATED SWALE Ld 7._... S1 IF PAVEMENT TO REMAIN WATER QUALITY TREATMENT AREA: 3 BUILDING RETAINING WALLS: PER BUILDING PERMIT ° a � MASONRY RETAINING WALL: SDRSD C -1,C -3 51 AREA OF PROPOSED PARKWA Y PA VERS, �77 1:rb ..._ _......_.__,......_. � .. ... ........_ _.;.; .......a. ..............._4?......_.... PER DETAIL SHEET J. i � CONCRETE STAIRS: SDRSD M -5 L 1 BOTTOM OF WALL ELEVA110NS SHOWN HEREON MAY VARY DURING POOL WALL BY SEPERATE PERMIT DESCRIPTION APPROVED CONSIRUC71ON DUE TO SOIL ENGINEERS FIELD TESTS AND SCALE A RECOMMENDATIONS ENHANCED CONCRETE: ° J a_ � -10 NONE STRUCTURAL SITE WALLS, CONSTRUCT PER BUILDING AND COBBLESTONE DISIPATER PER PLAN: w It PER LANDSCAPE ACH17ECT PLAN. ® STRUCTURAL RETAINING WALLS REQUIRED TO BE PERMITED WITH THIS PLAN. N CONSTRUCT MASONRY RETAINING WALLS PER SDRSD C -1. COLD PLANE M CONSTRUCT EXTERIOR FINISH TO FACE OF WALL PER LANDSCAPE Z o ARCHITECT PLAN. MASONRY RETAINING WALLS AS SHOWN ON THIS PLAN ALONG THE N'LY AND SLY PA SD C -1 RET. WALL ARE OUTSIDE THE SURCHARGE LIMITS OF 45' INCLINE ANGLE FROM TOE OF STRUCTURAL FOOIING - ; J FOUNDATION AND THERFORE RECEIVE NO SURCHARGE LOADING. TIN 181 O' BW 177.40' DWY i. < GARAGE i� �x (" = 3.6' 0 WALL DRAINS SHALL BE OUTLET TO ONSI7E OPEN AREAS OR INFILTRATE ONSITE 2133 TRA ENCLOSURE 2% V) D � o THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR ALL ENGINEER'S NAME DATE .. ._. ........2°.. -i . .............�........_2% STRUCTURES SHOWN HEREON TO BE DEMOLISHED. ......_ ..... .. .......... .._ E.......,_........._: _...._......_.._....a:::a: PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXISTING, CONCRETE F 12865 -G PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL OTHER 17EMS LOCATED " BB DISIPA R VERTICAL: WITHIN THE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON. PER DETAIL 10. CONTRACTOR TO VERIFY SPECIFIC REMOVALS WITH OWNER PRIOR TO IE OUT 178.5 PROCEEDING WITH DEMOLITION. 7 11 • PERMENANT BMP, EROSION CONTROL, 4" TO 6" �+ _ COBLE DRAINAGE DISAPATOR MIN 1.0' DEEP. DATUM: NAVD88 ENC. CONTROL SURVEY RE 4I Q CATEA TIE TO 12. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 6" DIA. EXIT. SEWS ERAL ATRIUM GRATES BY 'NDS' LOCATED IN PLANTER AREAS OR 6'" DIA PLATE ON HARDSCAPE. \AN GRATE STAE AND COLOR TO OWNERS/ LANDSCAPE ARCHITECT SPECIFICATIONS OPO ED 4' WIDE VER REF ER TO LEGEND ON SHEET 1. A. PA G PER DET L ll3 fl F.L. 77. d STORM DRAIN PIPE TO BE PVC (SOR 35 MIN) 01.0% MIN. SLOPE. 14. WATER SERVICE TO BE EXTENDED FROM EXISTING METER TO NEW RESIDENCE WIH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) & AS REQUIRED BY THE CITY OF ENCINITAS 15 LOCATE EXISTING SEWER LATERAL CONNECT PER CITY OF ENCINITAS STANDARDS OR CONSTRUCT NEW SEWER LATERAL PER SDRSD SS -01 16 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE ENCINITAS CITY RIGHT -OF -WAY. PROPOSED 4' WIDE FL SH 1© SAN DIEGUITO WATER DISTRICT TO INSTALL 1" WATER METER SERVICE AND DUAL METER PER WAS WS -09 PER PAVER AND SWALE E WC -17, AT OWNERS EXPENSE. 18 SEE SHEET 3 FOR SHORING PLAN VIEW AND DETAILS 19. REPLACE THE MATURE TREE LOCATED ADJACENT TO CAMBRIDGE AVE ON THE SW CORNER WITH A 36 IN BOX TREE IN A LOCATION ACCEPTABLE TO THE PLANNING AND BUILDING DEPARTMENT AND ENGINEERING DIVISION. ENClk0Aa4/" MC -7vr MAI EN AND 'R& \0V4L_. A61EGEA -NEAP i REeoi21>ED 20!ym +sf n /'2 -016 '45, D6c uM eA/rr M, 2.016 - Y_7.Q3 8 178 177 176 175 L7 �y �F ..; l \ S\ �- A �� • A'w�'gC� � pA,A• EEzP' v'� SE PLANTER AREA Qp`IAN�Ac1 SDRSD C -1 RET. L pc�0�R1yP\ �e \$6� G• \O PG \�C' P J\GF TIN 193.0 W 1.00 E p0� �P5 F`' CO Po F� \`� R `�-R Q 4' HIGH MASONRY GARDEN W LL o TIN 190.5' BIN 8650 192 Q� o PG VCAO� 1 Og'.►AG�c �.►� 4' HIGH MASONRY GARDEN WALL T PLNOTR 3 TIN 190.5' BIN 185.0' '� SDRSD C-1 RET. WALL QR vQ eFRF� 9� TIN 189.0' BW 183.8' W 6.0. o SDRSD C -3 RET. WALL 88 \� �,• �g2• OAS vR g qF 41161 TIN 185.5' BIN 183.0 BIN 184.4 I 84. 51 ,E .. .• All NO ODOR � - Q�FtP - 1.5' = 4.6,' y P�1 325 y R�Q�R SF �P\\ EXIST ADJA` -NT COBBLE DISIPATER BEG.PER DETAIL z ` pI 1 se z y Fg pr\R �\ 065 S \�E RESIDENCE 1 Pr' �p \\ S \ 51- 172 --03 FL OUT 184.1 LT WEL a \),V-- p\ �t1P F p4Et CL ... 192 Yi Q p0A �y5 PSO� V9 GETATED TREATMENT SWALE . -° x sFq lg5 � ..... L � P V9 • � P 9� O TAIL P FTfp \3� ,�i 9 c�� c 'GF g 84. �� �• • a 4 k'' f P F ��ti i �a3 960 .qP O d3 F �' � z `� =:' 18 192 75 RFC °g1 o �e4 � i FS GSA O� v 192. < F 17 - GAR ,;Y 2`' E a3 6 `1. „n. 6.5 f , ` F`�� \gp�pN C V�0 GPM gpX `� r, _ __l RP�Sp� (R 1E 1 v RESID BS 176 ° �•. iF@ , c ' SEL`'1 y. O ' � BASE NT F.F 6.0 MNi � F�,�y MAIN Val `FF 1 5.5Y. -� DECK , ENDING 175.2 FS N , r�% 18 ° TIN 190. BIN 186.5' 0 T ` 4.0�. TIN E W 1Z BW 182.5 \ x SDRSD C -3 RET. WALL FF 1 <F BW 179.E TW,_185.8' BIN 185.3' =`0.5' MIyT <' J t� SDRSD C -1 RET. WALL TIN 185.8' BIN 1,85.3'= 0.5' F o << .._ �IV� �' v 1� �t • A..i n �L v t EW ND MONUM �P PROTECT IN PLAT = XIST.CJA E 5R S SEE MONUMENTA' g. E RE ENCE LNTR 50 VpAR ��� • s s S 255- -03 OR - R vv S TG 184.9 5' P 0. PLNTR G p BIN 78 0 TG 182.5 I r, !A I V 1' t L } ,`. FS 17 . d c�0 S1 JQ .�., TEPS ��. N G > SDRSD C -1 RET. WALL""' E j k Q .F ._ �� ��. �� TIN 183.5' BIN .5' = 1.0' 1 i _ {� E F x P�v f77 , -¢ lk. 5 s m ``' � p• s Q��Lg ,� 1 < t�F SO C -1 . WALL 183.5 179.5 = 4.0 59 2N 96 LOT 37 NOTE: EGRESS/ LIGHT WELLS OR cq FOR P\' , RF'1g00 I SCALE. I"= 10' FOUND MONUMENT 40.00' 1 0 P ROTECT IN PLACE U 26.00' 4.00' 16.85 5.15' 40.00' SEE MONUMENTATION NOTE. m U Z o w o toaF9. II.� Z .,' MnPY m 1` FF "1,85 50 W Q Lo < SCALE: H: 1"=10', V. 1"=10' Lei ri = Z L" o O Q N w ui Ld 7._... 3 °- to V) � ° a � BSkANT 176:0 a ... ......_........ �77 1:rb ..._ _......_.__,......_. � .. ... ........_ _.;.; .......a. ..............._4?......_.... .. ..___.__... .._. 76 J O L 1 NOTE• CHANGE NO. DESCRIPTION APPROVED w BENCHMARK SCALE A -BUILT DESIGNED BY: Q , J WI E w J a_ � -10 Q' In It x 1m w It ® N � COLD PLANE M W ^ Z o Q U - ; J DESCRIPTION: LOCATION: CORNER OXFORD AND LIVERPOOL RECORD FROM: ENCINITAS CONTROL NETWORK DWY i. < GARAGE i� �x (" DATE: 5 -5 -16 M. M ,�G�` MASH MAHER GLENN PRUIM 2133 A C. 2% V) D � o ENGINEER'S NAME DATE .. ._. ........2°.. -i . .............�........_2% ......_ ..... .. .......... .._ E.......,_........._: _...._......_.._....a:::a: PUBLIC WORKS DIRECTOR L7 �y �F ..; l \ S\ �- A �� • A'w�'gC� � pA,A• EEzP' v'� SE PLANTER AREA Qp`IAN�Ac1 SDRSD C -1 RET. L pc�0�R1yP\ �e \$6� G• \O PG \�C' P J\GF TIN 193.0 W 1.00 E p0� �P5 F`' CO Po F� \`� R `�-R Q 4' HIGH MASONRY GARDEN W LL o TIN 190.5' BIN 8650 192 Q� o PG VCAO� 1 Og'.►AG�c �.►� 4' HIGH MASONRY GARDEN WALL T PLNOTR 3 TIN 190.5' BIN 185.0' '� SDRSD C-1 RET. WALL QR vQ eFRF� 9� TIN 189.0' BW 183.8' W 6.0. o SDRSD C -3 RET. WALL 88 \� �,• �g2• OAS vR g qF 41161 TIN 185.5' BIN 183.0 BIN 184.4 I 84. 51 ,E .. .• All NO ODOR � - Q�FtP - 1.5' = 4.6,' y P�1 325 y R�Q�R SF �P\\ EXIST ADJA` -NT COBBLE DISIPATER BEG.PER DETAIL z ` pI 1 se z y Fg pr\R �\ 065 S \�E RESIDENCE 1 Pr' �p \\ S \ 51- 172 --03 FL OUT 184.1 LT WEL a \),V-- p\ �t1P F p4Et CL ... 192 Yi Q p0A �y5 PSO� V9 GETATED TREATMENT SWALE . -° x sFq lg5 � ..... L � P V9 • � P 9� O TAIL P FTfp \3� ,�i 9 c�� c 'GF g 84. �� �• • a 4 k'' f P F ��ti i �a3 960 .qP O d3 F �' � z `� =:' 18 192 75 RFC °g1 o �e4 � i FS GSA O� v 192. < F 17 - GAR ,;Y 2`' E a3 6 `1. „n. 6.5 f , ` F`�� \gp�pN C V�0 GPM gpX `� r, _ __l RP�Sp� (R 1E 1 v RESID BS 176 ° �•. iF@ , c ' SEL`'1 y. O ' � BASE NT F.F 6.0 MNi � F�,�y MAIN Val `FF 1 5.5Y. -� DECK , ENDING 175.2 FS N , r�% 18 ° TIN 190. BIN 186.5' 0 T ` 4.0�. TIN E W 1Z BW 182.5 \ x SDRSD C -3 RET. WALL FF 1 <F BW 179.E TW,_185.8' BIN 185.3' =`0.5' MIyT <' J t� SDRSD C -1 RET. WALL TIN 185.8' BIN 1,85.3'= 0.5' F o << .._ �IV� �' v 1� �t • A..i n �L v t EW ND MONUM �P PROTECT IN PLAT = XIST.CJA E 5R S SEE MONUMENTA' g. E RE ENCE LNTR 50 VpAR ��� • s s S 255- -03 OR - R vv S TG 184.9 5' P 0. PLNTR G p BIN 78 0 TG 182.5 I r, !A I V 1' t L } ,`. FS 17 . d c�0 S1 JQ .�., TEPS ��. N G > SDRSD C -1 RET. WALL""' E j k Q .F ._ �� ��. �� TIN 183.5' BIN .5' = 1.0' 1 i _ {� E F x P�v f77 , -¢ lk. 5 s m ``' � p• s Q��Lg ,� 1 < t�F SO C -1 . WALL 183.5 179.5 = 4.0 59 2N 96 LOT 37 NOTE: EGRESS/ LIGHT WELLS OR cq FOR P\' , RF'1g00 I SCALE. I"= 10' FOUND MONUMENT 4.00' 1 0 P ROTECT IN PLACE U Q SECTION A -A IL SEE MONUMENTATION NOTE. m 00 Z o w o toaF9. II.� Z .,' MnPY m 1` FF "1,85 50 } \. SCALE: H: 1"=10', V. 1"=10' Lei O Q N am 7._... 3 7 _. .__ _ ,_ .. � ........... BSkANT 176:0 a ... ......_........ �77 1:rb ..._ _......_.__,......_. � .. ... ........_ _.;.; .......a. ..............._4?......_.... .. ..___.__... .._. 76 J O L 1 NOTE• CHANGE NO. DESCRIPTION APPROVED w * l' WIDE PAVEMENT SECTION TO BE MIN. 4 "A.C. ON COMPACTED 6" CLASS II A.B. SEE TEMPORARY SHORING, DRAINAGE SCHEMATIC AND DRAIN SUMP DETAIL SHEET 3 w m SECTION A -A SECTION B -B Z SCALE: H: 1 " =10', V. 1"--10' SCALE: H: 1"=10', V. 1"=10' Lu W o am �Mm Z rn o „• CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. w It ® ES -0069 � GA A PLANS PREPARED UNDER SUPERVISION OF RECOMMENQED:�0 APP GRADING PLAN FOR: Q DESCRIPTION: LOCATION: CORNER OXFORD AND LIVERPOOL RECORD FROM: ENCINITAS CONTROL NETWORK HORIZONTAL: 1 " =10' � i� �x (" DATE: 5 -5 -16 M. M ,�G�` MASH MAHER GLENN PRUIM 2133 CAMBRID CE A VE. G ENGINEER'S NAME DATE N.A. C C GREGORY A. CAUDILL 440- R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR 12865 -G " ELEVATION: 129.88 VERTICAL: DATUM: NAVD88 ENC. CONTROL SURVEY RE 4I a rr F,vG /.tI�6_ ENGINEER'S NAME 12 -31 -16 � : - - APN 260411 06 - EXP.: DATE DATE CASE N0.: 15 -232 CDP SHEET 2 OF 4 14 -050 5 -5 -16 REVISIONS 6 -20 -16 7 -24 -16 4" DIA COBLESTONE 3/4" GRAVEL CHANGE Q �� AI .5' 1.5' 2'X2' COBBLE DISIPATOR NTS PL ADJACENT PROPERTY SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES, SDRSD C -1 RET. WALL 3' WIDE DEPTH .33 FEET TURF REINFORCEMENT MAT IF APPLICABLE \-6' MIN, ENGINEERED SOIL *SEE NOTE BELOW 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6' 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, NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE, NO FILTER FABRIC IS TO BE USED IN THIS SECTION, VEGETATED TREATMENT SWALE NTS 5" SOLDIER BEAM PER SCHEDULE � I PLANTERS AREAS TO BE CONNECTED WATER PROOFING TO SUBDRAIN OUTLET TO CAMBRIDGE AVE. 4" PVC SUB -DRAIN INSTALLED AT MIN. 0.5% SLOPE. WALL BACKDRAIN WALL BACKDRAIN TO BE CONNECTED TO SUBDRAIN OUTLET TO CAMBRIDGE AVE. 4" PVC SUB -DRAIN INSTALLED AT MIN. 0.5% SLOPE. FIN GRID DRAINAGE FOOTING COMPETENT APPROVED SOILS OR BEDROCK NOTE: PLANTERS AREAS AND LIGHT WELLS TO BE CONNECTED TO SUBDRAIN OUTLET TO CAMBRIDGE AVE. 4" PVC SUB -DRAIN INSTALLED AT MIN. 0.5% SLOPE. RET. WALL DRAINAGE DETAIL nts SOLDIER BEAM SCHEDULE I J "H" HEIGHT SOLDIER BEAM "d" EMBEDMENT "S" SPACING LAGGING THICKNESS 8.5' W14 -30 10.9' 8' 4" 10.5' W14 -34 14.8' 8' 4" 12.5' W14 -61 1 12.7' 8' 4" 16.5' W14 -132 16.0' 5' 3" TEMPORARY SOLDIER BEAM SCHEDULE 3" OR 4" THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER SEE SOLDIER BEAM SCHEDULE DETAIL C PROPERTY LINE iz- SOLDIER BEAM PER SCHEDULE 8' SPACING SEE SOLDIER BEAM SCHEDULE DETAIL C SHORING DESIGN REVIEWED AND APPROVED BY ESGIL CCORP, AS PLAN CHECK NO, EN16 -1644. DESCRIPTION -1! 14 -050 5 -5 -16 REVISIONS. • 7 -24 -16 F U x I w J x 11 0 = w J 0 w x U N w w rn SOLDIER BEAM PER SCHEDULE DREDGE LINE E'LY E.P. PROPOSED 25' OF TOTAL PAVE[ 12' u.i a w C7 0 mm a U U EXISTING PAVING 1.5" COLD PLANE EX. GRADE w IJ I�7_ o w ! 0_ 0 Of (_ 4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER I 11/2 " GAP DRAIN THROUGH WALL U 'll "" 24" DIA 4 -SACK SLURRY Z I J Z a (n N � U n 0 0 N W LL a `I a W w to W 6 a C7M� m w W �> DRAWING NO. L J C7 12865 -G w � / 0 w II x U ° U) STEEL SOLDIER BEAM PER PLAN Fy = 50 KSI w BOTTOM CAISSON 24" CAISSON W/ SOLDIER BEAM B NTS - - PROPERTY LINE 24" DIA 4 -SACK SLURRY TEMPORARY SOLDIER BEAM WALL Nrs APPROVED DATE BENCHMARK DESCRIPTION: ES -0069 LOCATION: CORNER OXFORD AND LIVERPC RECORD FROM: ENCINITAS CONTROL NETWC ELEVATION: 129.88 DATUM:NAVD88 ENC. CONTROL SURVEY e F.L. OPENING FILL RECOMMENDATIONS. W UNITS PER MANUFAcrURER'S VARIES 6" VAR PERMEABLE PAVERS •- • AQUA-BRICK OR EQUAL. PAVER DEJAIL NOT • SCALE P.L. DWY SLOPE 2 1�LNTR BOT 2:1 PCC FLUSH CURB 2" BEDDING COURSE LAYER 1/4" TO 3/8" AGGREGATE 4" BASE COURSE LAYER 1/2" TO 1" AGGREGATE 12" SUB BASE COURSE LAYER 2 -1/2" TO 3" ANGULAR ROCK RETAINING WALL FL OUTFLOW PAVERS 2% MIN TO F.L. 0.5' PONDING80T 11T 02ti PAVERS AND 6' WIDE PCC CONC, STRIP PER i il�F!All r I PAVERS DETAIL SHEET 3. 24' ssr mss fur rya 1 12' 4_��6' WIDE CONIC RIBBION TO EXTEND 12' BELOW ENGINEERED SOIL LAYER 12' DEEP 3/4' CRUSHED ROCK 6' MIN, ENGINEERED SOIL wSEE NOTE BELOW, BIO- RETENTION AREA OUTLET DETAIL SECTION "B" - "B" n s STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE AT 5.0% FOR 5. OFT. RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE OR BIORETENTION BASIN PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW. •'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6' 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. NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES, TRAFFIC RATED STEEL GRATE SET AT GRADE 175.35 Q100 = 72 GPM/ FOR EACH LOT r11 PUMP OUTLET TO SW OUTLET TO 810 RETENTION AREA IE AT OUTLET 177.0 3' VEGETATED TREATMENT SWALE PUMP OUTLET / 3' VEGETATED TREATMENT SWALE BEG PER DETAIL STORM WATER SUMP PUMP BOX END PER DETAIL o0 o r i RATED FOR 100 YR S.W.CAPACITY IE 181.00' in CO@ 0 Ln 9F 9� SUMP PUMP OUTLET o = F< QTR ©FT q ° _ = m DRAIN SUMP DETAIL BOT 172.10 q:- N 847g7< R w 14 m N (n �z z NTS to _ � or = x 4" 0) ;a 0 z z 0 COBBLE DISIPATER ° ° PER DETAIL - - - - - - - - IE OUT 178.5 MASONRY RET. WALL POOL WALL PER SEPERATE PERMI FS 186.5' POOL WALL TIN 192.6 FS 186.5' IE IN SW BOX SPA PLANTER IE 172.6' I IE 191.0 TG 184.9 o� IE 184.1 �Q �J TRENCH GRATE �E`c �8 16.5' HIGH SHORING a 783sr9 cn mo E 184 9 m� PLANTER 8 Aa TG 1g2.0 COBBLE DISIPATER MASONRY RET. WALL G S MP OUT w El POOL WALL PER SEPERATE PERMI FL OUT 177.0 _ POOL WALL FL OUT 177.5 L- - TIN 192.6 BIO- RETENTION AREA IE C 0. PER DETAIL SHT 3 FS 186.5' 1g9.0 BOT. 177.0 00 ° N N in COBBLE DISIPATER m = A Tc<q� = m _ PER DETAIL a = T <qiY TA�q�+ X94 R = W v � � _ FL OUT 177.0 ° .Vi N C >> TFR C 7 �TF 0° 9 6 .N OD �, co Mb1E in x 9S 82sR `_" s ° = MMRARYS1aW WAU INIL WTALS it B AIID C TEMPORARY SHORING, DRAINAGE SCHEMATIC AND DRAIN SUMP DETAIL SCALE 1"= 10' SCALE AS -BUILT Ut51UNtD t3Y: I DRAWN Bv: CHECKED BY: GAC GAS GAG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APP E . GRADING PLAN DETAILS FOR: HORIZONTAL: 1"=l0' ENGINEE�R�S �NAME DATE DATE: 5 -5 -16 7 MASH MAHER GLENN PRUIM GREGORY A. CAUDILL �U R.C.E.NO.: C -6095/ PUBLIC WORKS DIRECT R 2133 CA1t �R�DGE �4 VE VERTICAL: N.A. ' � I b p �d • REVIEWER SNfPEG1b� grr N 1 ENGINEER'S NAME 12 -3I -I6 7 Ac j ^y 01 -140_1 EXP.: DATE DATE CASE N0.: 15 -232 COP APN: 260- 411 -06 C'1 Z � ma (n N � U n Zgd N W LL a `I a W w to W 6 a C7M� Z in 'o W �> DRAWING NO. C7 12865 -G SHEET 3 OF 4 4. a �u SIDE OF POST 10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE- 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE Rock filter(use if flow LEGEND: BOUNDARY. ORIGINAL LOT LINE LOT 10: COBBLESTONE DISIPATER PER PLAN: SILT FENCE SC -1 GRAVEL BAGS PER PLAN. CONSTRUCTION ENTRANCE TC -I INLET PROTECTION. SC -10 EROSION CONTROL IN El 8 6 AZU 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DERRICK SCHMITTE AT (619) 942 -2618 ,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. Stabilize area and grade uniformly around perimeter x Geotextile Blanket 1 1:1 slope 3 Min Drain inlet Note: Remove sediment 1.2 m f before reaching one -third full. Section A —A flow Concentrated Rock filter(use if flow �is concentrated) r-------------- - - - - --i x i i Edge of r---------- - - - - -- i sediment trap �A ' X Drain inlet Oeotextile Sheet flow i I X Blanket L -------------- j i Silt fence Per SC -01 L------- "' 0 X -------- - - - - X LX X X X_ Plan f DI PROTECTION TYPE 2 NOT TO AL Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT 14 -050 5 -5 -16 REVISIONS: 7 -24 -16 z 5�� Q U n LU zoo m w U. � La z tiq as W wh a �Mv z m o uJ .- > v U Q DESIGNED BY: DRAWN BY: CHEAIU BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: ES -0069 LOCATION: CORNER OXFORD AND LIVERPOOL RECORD FROM: ENCINITAS CONTROL NETWORK ELEVATION: 129.88 DATUM: NAVD88 ENC. CONTROL SURVEY HORIZONTAL }' VERTICAL. -16 -it PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -5 -16 GREGORY A. CAUDILL � R.C.E. NO.: C -60957 ENGINEER'S NAME , EXP : 12 -31 -16 RECOMMEN ED:°jg0 APP�V� ` /c�.� MASIH MAHER GLENN PRUIM PUBLIC WORKS DIRECTOR 2 / / lL DATE DATE ' EROSION CONTROL PLAN FOR: 2133 CA I3RII�GE A VE. CASE NO.: 15 -232 CDP APN: 260- 411 -06 12865 -G ENGINEERS NAME DATE Y RE IEWER rw_ GTI 6A��t/ 1�. - SHEET 4 OF 4 14 -050 5 -5 -16 REVISIONS: 7 -24 -16 z 5�� Q U n LU zoo m w U. � La z tiq as W wh a �Mv z m o uJ .- > v U Q