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N (N) ADU PLUMBING PLAN <br />10 <br />0 <br /> <br />A <br />M <br />P <br />SU <br />B <br />- <br />P <br />A <br />N <br />E <br />L <br />(E <br />) <br />3/ <br />4 <br />" <br /> <br />W <br />A <br />T <br />E <br />R <br /> <br />S <br />U <br />P <br />P <br />L <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />TA <br />N <br />K <br />L <br />E <br />S <br />S <br />WA <br />T <br />E <br />R <br /> <br />H <br />E <br />A <br />T <br />E <br />R <br />N (N) ADU SEWER/WASTE PLAN <br />10 <br />0 <br /> <br />A <br />M <br />P <br />SU <br />B <br />- <br />P <br />A <br />N <br />E <br />L <br />TA <br />N <br />K <br />L <br />E <br />S <br />S <br />WA <br />T <br />E <br />R <br /> <br />H <br />E <br />A <br />T <br />E <br />R <br />CONNECT TO 2" ABS VENT AND PROVIDE CLEAN OUT WITH 2" ABS <br />DRAIN AT 2% SLOPE <br />POINT OF CONNECTION TO NEW MAIN INCOMING 3/4" WATER LINE <br />VERIFY ON FIELD <br />PLUMBING PLAN KEY NOTES <br />CONNECT 3" ABS DRAIN LINE AT 2% SLOPE TO MEET AT <br />POINT OF CONNECTION <br />POINT OF CONNECTION TO BE VERIFIED ON FIELD WITH <br />SEWER LOCATION CAMERA INSPECTION <br />1/2" WATER LINES CONNECTION PROVIDE ANGLE STOPS WITH ESCUTCHEON <br />NEW HOSE BIBB SHALL BE PROVIDE WITH AN APPROVED ANTI-SIPHON DEVICE <br />PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (SHOWERHEADS, <br />FAUCETS, AND PRE-RINSE SPRAY VALVES) INSTALLED IN RESIDENTIAL BUILDINGS SHALL <br />COMPLY WITH REQUIREMENTS OF CALGREEN SECTIONS 4.303.1.1 THROUGH 4.303.1.4.5 AND <br />CPC 411.2, 412.1, 417.1, 420.2: <br />PLUMBING FIXTURES & FITTINGS <br />MAXIMUM <br />WATER CLOSETS <br />1.28 GALLONS/FLUSH <br />SHOWERHEADS <br />1.8 GPM @ 80 PSI <br />KITCHEN FAUCETS <br />1.8 GPM @ 60 PSI <br />RESIDENTIAL LAVATORY FAUCETS <br />1.2 GPM @ 60 PSI MAX. <br />0.8 GPM @ 20 PSI MIN. <br />LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS <br />0.5 GPM @ 60 PSI <br />METERING FAUCETS <br />0.20 GALLONS/CYCLE <br />URINALS <br />0.125 GALLONS/FLUSH FOR WALL-MOUNTED TYPE AND <br />0.5 GALLONS/FLUSH FOR FLOOR-MOUNTED TYPE OR OTHER TYPE <br />PRE-RINSE SPRAY VALVES (WITH AN INTEGRAL AUTOMATIC SHUTOFF) <br />1.0 GPM FOR PRODUCT CLASS 1 (≤ 5.0 OZF) <br />1.20 GPM FOR PRODUCT CLASS 2 (> 5.0 OZF AND ≤ 8.0 OZF) <br />1.28 GPM FOR PRODUCT CLASS 3 (> 8.0 OZF) <br />PLASTICS MATERIALS FOR BUILDING SUPPLY PIPING OUTSIDE UNDERGROUND SHALL HAVE <br />AN ELECTRICALLY CONTINUOUS-CORROSION RESISTANT BLUE INSULATED 14 AWG MIN. <br />COPPER TRACER WIRE. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE, OR THE <br />TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE NONMETALLIC <br />PIPING. [CPC 604.10.1] <br />“BECAUSE OF THE CITY'S PROXIMITY TO THE SAN ANDREAS FAULT, ALL UNDERGROUND PIPE, <br />CONDUIT, AND LINES WILL BE SHADED WITH CLEANED DIRT VOID OF ANY ROCKS OR CLEAN <br />SAND, 6” BELOW AND 12” ABOVE SAID PIPE, CONDUIT, OR LINE. ALL ELECTRICAL METAL <br />CONDUIT WILL NEED A GROUND CONDUCTOR, THE METAL CONDUIT WILL NOT ACT AS THE <br />GROUND CONDUCTOR [PER CITY ORDINANCE]”. <br />PLUMBING NOTES: <br />W/D W/DREFREF <br />DRAWING No. <br />P1 <br />SC <br />O <br />P <br />E <br /> <br />O <br />F <br /> <br />W <br />O <br />R <br />K <br />: <br /> <br />DA <br />T <br />E <br />: <br />1 2 3 <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />: <br />SI <br />T <br />E <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DR <br />A <br />W <br />I <br />N <br />G <br />NA <br />M <br />E <br />: <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />P <br />L <br />U <br />M <br />B <br />I <br />N <br />G <br /> <br />& <br /> <br />S <br />E <br />W <br />E <br />R <br />/ <br />W <br />A <br />S <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />OW <br />N <br />E <br />R <br />' <br />S <br /> <br />N <br />A <br />M <br />E <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />AR <br />K <br /> <br />D <br />I <br />S <br />T <br />R <br />I <br />C <br />T <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />E- <br />M <br />A <br />I <br />L <br />: <br />A <br />R <br />K <br />D <br />I <br />S <br />T <br />R <br />I <br />C <br />T <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />@ <br />G <br />M <br />A <br />I <br />L <br />. <br />C <br />O <br />M <br />PH <br />: <br /> <br />( <br />3 <br />2 <br />3 <br />) <br /> <br />3 <br />0 <br />4 <br />- <br />5 <br />5 <br />8 <br />1 <br />71 <br />7 <br />1 <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />B <br /> <br /># <br />1 <br />0 <br />5 <br />HU <br />N <br />T <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />B <br />E <br />A <br />C <br />H <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />6 <br />4 <br />7 <br />VI <br />C <br />E <br />N <br />T <br />E <br /> <br />M <br />A <br />R <br />Q <br />U <br />E <br />Z <br />(9 <br />4 <br />9 <br />) <br />5 <br />6 <br />6 <br />- <br />7 <br />1 <br />3 <br />1 <br />PRJ.No.:242603 <br />20 <br />6 <br />9 <br />- <br /> <br />2 <br />0 <br />7 <br />1 <br /> <br />S <br />. <br /> <br />E <br />V <br />E <br />R <br />G <br />R <br />E <br />E <br />N <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />(N <br />) <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />& <br /> <br />R <br />E <br />A <br />R <br /> <br />P <br />A <br />T <br />I <br />O <br /> <br />L <br />E <br />G <br />A <br />L <br />I <br />Z <br />A <br />T <br />I <br />O <br />N