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INVERTRIM MANHOLE RIMDRAIN OUTLETD.O.LCCENTERLINECHIMNEYCHMY.GAS METERHANDICAP RAMPPLANTER AREAPROPERTY LINERIGHT OF WAYNATURAL GROUNDSEWER MANHOLEWITHWATER VALVEEXISTING ELEVATIONTOP OF WALLWROUGHT IRON FENCEWATER METERTOP OF CURBGMPAHCRNGPLR/WSMHLEGENDFIRE HYDRANTEDGE PAVEMENTSIGN*METER, PULL BOXBLOCK WALLSTREET LIGHTWATER VALVETWTCW/WVWMWIF( )ACCATVELEC.CABLE TELEVISION BOXCHAINLINK FENCE (CLF)ASPHALT PAVEMENTELECTRICALWROUGHT IRON FENCE (WIF)CURB FACECFTOP OF STEPSTSBSBOTTOM OF STEPSSEWER CLEAN-OUTSCORD ROOF DRAIN (CURB OUTLET)ADAREA DRAINTELEPHONE PULL BOXTPBFOUND MONUMENTBXBOTTOM OF DRIVEWAY "X"POWER POLEPPTOP OF DRIVEWAY "X"TXHIGH POINTHPBASKETBALL HOOPVERIZON PULL BOXVPBBFPBACK FLOW PREVENTERUNDERGROUND TRANSFORMERUGTVALLEY GUTTERVGSEARCHED, FOUND NOTHING; SETNOTHINGFIRE HYDRANTFHFCFFFSGBFLFINISHED CONCRETEFINISHED SURFACEGRADE BREAKFLOWLINEFINISHED FLOOREPBELECTRICAL PULL BOXFFG FINISHED FLOOR GARAGETOP OF FENCETFTRASH ENCLOSURETETOP OF GRATETGCONCRETE SURFACEGRASSECEND OF CURVET.B.M.TEMPORARY BENCHMARK SETSANITARY MANHOLEELEV= 72.63 FEETFD FRENCH DRAINSEWER CLEANOUTWATER METERGAS METERBRICK SURFACEGRAPHIC SCALEPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20HUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMBENCHMARK INFORMATIONTITLE REPORT/EASEMENT NOTESBENCHMARK NO: T-167-R54DESCRIBED BY OCS 2003 - FOUND 3 3\4" USCGS BRONZED DISK STAMPED "T167 RESET 1954", SET IN THE TOP OF A CONCRETE POST. MONUMENT ISLOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OFSEAWARD ROAD AND PACIFIC COAST HIGHWAY, 42.7 FT. NORTHEASTERLY OFTHE CENTERLINE OF PCH AND 229.7 FT. NORTHERLY OF THE CENTERLINE OFSEAWARD ROAD. MONUMENT IS SET 0.1 FT. BELOW THE SIDEWALK AND HAS ASTEEL ACCESS COVER.ELEVATION: 89.105 FEET (NAVD88), YEAR LEVELED 2011LEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,STATE OF CALIFORNIA DESCRIBED AS FOLLOWS:LOT 116 OF TRACT 1116, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 36, PAGE(S) 19-20 OFMISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.NO TITLE REPORT PROVIDED.VICINITY MAP1SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBASIS OF BEARINGS:THE BEARINGS SHOWN HEREON ARE BASED ON TRACT NO. 1116, 36/19-20SITEPAUL D CRAFT8/2/2019PA2019-172ZONING ADMINISTRATOR 10/24/2019 - APPROVED (24 PAGES) 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THE INSTALLING CONTRACTOR SHALL NOT USE THESE PLANS FOR CONSTRUCTION WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE BUILDER / DEVELOPER.© 2016 Water Right Design, All Rights ReservedBentley ResidenceDateScaleChecked byDrawn byRevisionsSheetProject No.Water RightDesign8 WhatneySuite 100Irvine, CA 92618(949) 440-1030www.WaterRight.DesignofPrepared for119 Shorecliff4MWG-0299/6/19Corona del Mar, CA 92652Garden Design1660 Orange Ave.Costa Mesa, CA 92627(949) 548-1611Molly WoodIRRIGATIONPLANRWMRWM1/8"=1'-0"LI-1ronthKnow what'sbelow.before you dig.CallR0'2'4'6'8' 16'CONTROLLERDRIPLINE INSTALLATION NOTES1.ALL DRIPLINE, FITTINGS, FILTERS, PRESSURE REGULATORS, AIR VACUUM RELIEF VALVES, ANDFLUSH VALVES SHALL BE FURNISHED BY THE MANUFACTURER LISTED IN THE LEGEND; ANDSHALL BE INSTALLED AS PER THE LEGEND, THE DETAILS, AND THE MANUFACTURERS'RECOMMENDATIONS. NO SUBSTITUTIONS WILL BE ACCEPTED.2. DRIPLINE SHALL GENERALLY BE LAID OUT AS FOLLOWS:A. DRIPLINE IS INSTALLED AROUND THE ENTIRE EDGE OF THE AREA TO BE IRRIGATED.(1) DISTANCES FROM THE EDGE OF THE IRRIGATED AREA ARE:(a) 2-4" NEXT TO ASPHALT, CONCRETE PAVING, OR “HARDSCAPE”.(b) 2-4" OUTSIDE OF UNCONTAINED LANDSCAPES.(2) AT CORNERS, THE DRIPLINE MAY BE CURVED, DOWN TO A MINIMUM RADIUS OF 15 INCHES.FOR CORNERS SHARPER THAN THIS, ELBOWS (OR TEES, AS APPLICABLE) SHALL BE USED.B. DRIPLINE IS INSTALLED THROUGHOUT THE ENTIRE AREA TO BE IRRIGATED, AND ISCONNECTED WITH TEES TO THE DRIPLINE LAID AROUND THE EDGE.(1) ON FLAT GROUND (LESS THAN 3%):(a) DRIPLINE SHALL GENERALLY RUN PARALLEL TO THE LONGEST SIDE OF THE AREA TO BEIRRIGATED.(b) DRIPLINES SHALL BE EVENLY SPACED AT A DISTANCE NOT TO EXCEED THE ON-CENTER(O.C.) SPACING INDICATED IN THE LEGEND.(2) ON SLOPES (3% OR STEEPER):(a) DRIPLINE SHALL GENERALLY RUN PARALLEL TO CONTOUR LINES, NOT UP AND DOWNTHE SLOPE.(b) DRIPLINES SHALL BE SPACED AT 125% OF ON-CENTER SPACING ON THE LOWERONE-THIRD OF THE SLOPE.C. THE RESULTING GRID OF DRIPLINE SHALL BE A "CLOSED LOOP" SYSTEM, EXCEPT IN NARROWAREAS WHICH ARE ONLY WIDE ENOUGH FOR ONE DRIPLINE.3. ON LOOPED DRIPLINE SYSTEMS WITH A SINGLE POINT OF SUPPLY, THE SUPPLY CONNECTIONSHALL BE MADE ON THE PERIMETER OF THE LOOP, AND THE CONNECTION SHALL BE LOCATEDON THE OPPOSITE SIDE OF THE LOOP FROM THE FLUSH VALVE.4. THE IRRIGATION CONTRACTOR SHALL THOROUGHLY FLUSH ALL LATERALS AND DRIPLINES PRIORTO INSTALLATION OF FLUSH VALVES AND AIR VACUUM RELIEF VALVES.5. LOCATION OF FLUSH VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. FLUSH VALVES SHALL BELOCATED AT THE LOWEST POINT IN ELEVATION OPPOSITE THE POINT OF SUPPLY ON LOOPEDDRIPLINE SYSTEMS, AND AT THE END OF THE LINE ON SINGULAR RUNS OF DRIPLINE.6. LOCATION OF AIR VACUUM RELIEF VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. AIR VACUUMRELIEF VALVES SHALL BE LOCATED AT THE HIGHEST POINT IN ELEVATION ON LOOPED ORSINGULAR DRIPLINES.IRRIGATION NOTES (Residential Systems)1. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND/OR AS STATED IN THE WRITTENSPECIFICATIONS PREPARED BY THE LANDSCAPE ARCHITECT AND THE MANUFACTURERS.2. THIS DESIGN IS DIAGRAMMATIC. ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGNCLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE.3. THE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM ASINDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONSOR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONSSHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OR THELANDSCAPE ARCHITECT, OTHERWISE THE IRRIGATION CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY NECESSARY REVISIONS.4. THE SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN AT EACH POINTOF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TOCOMMENCING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM.5. FINAL LOCATION OF AUTOMATIC CONTROLLERS IS TO BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE.6. 117-VOLT 60HZ SINGLE PHASE ELECTRICAL POWER OUTLETS FOR IRRIGATION CONTROLLERSARE TO BE PROVIDED BY THE OWNER/DEVELOPER. THE IRRIGATION CONTRACTOR SHALL BERESPONSIBLE FOR MAKING THE HOOK-UP FROM THE POWER OUTLETS TO THE CONTROLLERS.7. ALL WIRE FROM THE CONTROLLER TO THE ELECTRIC CONTROL VALVES SHALL BE MINIMUM#18-AWG SOLID CORE COPPER WIRE, UL-LISTED, AND RATED 'UF' FOR DIRECT BURIAL. WIREMEETING THIS SPECIFICATION AND BUNDLED INTO MULTI-CONDUCTOR CABLES WITHPOLYETHYLENE JACKETING IS ACCEPTABLE. CONTROL, COMMON, AND SPARE WIRES SHALL EACHBE UNIQUELY COLOR-CODED. CONTRACTOR SHALL INSTALL (2) SPARE WIRES FROM THECONTROLLER TO EACH VALVE GROUP FOR FUTURE USE. INSTALL WIRES IN COMMON TRENCH WITHMAIN LINE PIPING WHEREVER POSSIBLE. FASTEN WIRES TO UNDERSIDE OF MAIN LINE WITH NYLONWIRE TIES AT 10 FT. INTERVALS. PROVIDE A MINIMUM OF 18" OF COVER.8. ALL WIRE CONNECTIONS SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTORS.WIRE SPLICES WILL NOT BE PERMITTED UNLESS APPROVED BY THE OWNER'S AUTHORIZEDREPRESENTATIVE, OR THE LANDSCAPE ARCHITECT. WIRE SPLICES SHALL BE LOCATED ON RECORDDRAWINGS AS PER THE SPECIFICATIONS.9. PROVIDE A MINIMUM OF 24" OF COVER OVER ALL PRESSURE MAIN LINE PIPING 3" AND LARGER,18" OF COVER OVER ALL OTHER PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURELATERAL LINE PIPING. PROVIDE A MINIMUM OF 36" COVER OVER ALL SLEEVES UNDER STREETS ANDVEHICULAR TRAFFIC AREAS. ALL SLEEVES SHALL BE INSTALLED UNDER PAVED AREAS PRIOR TOPAVING.10. THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUMPERFORMANCE AND TO PREVENT OVERSPRAY ONTO ALL WALKS, WALLS, FENCES, DRIVES, ANDBUILDINGS AS MUCH AS POSSIBLE. THIS WORK SHALL INCLUDE SELECTING THE BEST DEGREE OFARC TO FIT ANY EXISTING SITE CONDITIONS.11. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANYADDITIONAL ANTI-DRAIN VALVES, TO PREVENT DAMAGE AND EROSION DUE TO EXCESSIVE LOWHEAD RUNOFF, CAUSED BY ELEVATION DIFFERENCES IN THE FIELD CONDITIONS.12. UPON COMPLETION OF THE JOB, THE CONTRACTOR IS TO PROVIDE THE OWNER WITH A RECORDDRAWING OF THE IRRIGATION PLANS.13. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVEMATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATIONCONTRACTOR AT NO COST TO THE OWNER(S).WHENEVER ANY ITEM OF "DISTRIBUTION & CONTROL EQUIPMENT"IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPINGON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLYOCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TOTHE PIECE OF EQUIPMENT. REDUCED PRESSURE BACKFLOW PREVENTER3/4" PRESSURE-REDUCING VALVE: SET TO PSI WHEN ZONE IS OPERATING.3/4"43A-4EXISTING WATERMETER 'A' ELECTRIC MASTER VALVE1"WATER SERVICE INFORMATIONWATER METER REF. NO.:TYPE OF SOURCE:SERVICE LINE SIZE **:WATER METER SIZE **: (** PER STREET and/or WATER IMPROVEMENT PLANS)EXISTING WATER PRESSURE:PSI.MINIMUM OPERATING PRESSURE:PSI.PEAK IRRIGATION DEMAND:GPM.'A'POTABLE1"1"100616T71234AFSBPBT1STA.#sizeGPMPA2019-172ZONING ADMINISTRATOR 10/24/2019 - APPROVED (24 PAGES) -2%12'$7('2&80(179$/,'832125,*,1$/6,*1$785(6+((7125(9,6,2162:1(5,1)250$7,21 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