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W <br />/ <br />D <br />W <br />/ <br />D <br />311 W 10TH ST. <br />SANTA ANA, CA, 92701 <br />(E) SFD <br />(1,127 SQ.FT.) <br />W 10TH ST. <br />CL <br />311 W 10TH ST. UNIT #2 <br />SANTA, CA, 92701 <br />(N) ADU <br />(800 SQ.FT.) <br />± 27' - 1" (VIF) <br />± <br />4 <br />8 <br />' <br /> <br />- <br /> <br />9 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />( <br />V <br />I <br />F <br />) <br />± <br /> <br />5 <br />6 <br />' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />( <br />V <br />I <br />F <br />) <br />(E) NEIGHBORING <br />BUILDING <br />(NOT UNDER THIS PERMIT) <br />P. <br />L <br />P.L <br />P. <br />L <br />± <br />1 <br />0 <br />5 <br />' <br /> <br />- <br /> <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />( <br />V <br />I <br />F <br />) <br />DR <br />I <br />V <br />E <br /> <br />W <br />A <br />Y <br />UP <br />UP <br />UP <br />127.67127.58 <br />126.55 127.29 <br />127.86 <br />126.03 <br />126.64 <br />(N) 4" ⌀SEWER <br />(N) 3/4" ⌀WATERPIPE <br />TO (N) ADU THROUGH <br />CRAWLSPACE V.I.F <br />(E) 4" ⌀SEWER - V.I.F <br />(E) 3/4" ⌀WATER MAIN <br />(E) WATER METER <br />ADD (N) 3/4" SUB-METER <br />FOR (N) ADU <br />(E) POWER POLE(N) 100AMP. ELECTRICAL PANEL <br />OVER <br />H <br />E <br />A <br />D <br />(N) 3/4" ⌀WATERPIPE <br />TO (N) ADU THROUGH <br />CRAWLSPACE V.I.F <br />UTILITY PLAN LEGEND <br />(E) 1" ⌀WATER MAIN (V.I.F) <br />(N) 3/4" ⌀WATER MAIN <br />(E) 4" ⌀SEWER LINE (V.I.F) <br />(N) 4" ⌀SEWER LINE <br />(N) WATER SUB-METER <br />SEWER POINT OF CONNECTION <br />(N) ELECTRICAL <br />UTILITY PLAN NOTES** <br />1. UTILITIES PROVIDED ARE FOR THE REFERENCE ONLY. SEPARATE <br />PERMITS MAY BE REQUIRED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE AND DEPTH OF <br />EXISTING UNDERGROUND UTILITIES AT ALL POINT OF CONNECTION AND <br />PROPOSED UTILITY CROSSINGS, PRIOR TO COMMENCING <br />CONSTRUCTION. <br />3. SANITARY SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT <br />TO EXCEED ONE HUNDRED FEET (100') IN TOTAL DEVELOPED LENGTH <br />AND ANY CHANGE OF HORIZONTAL DIRECTION EXCEEDING ONE <br />HUNDRED-THIRTY FIVE DEGREE(135˚), AND PER CALIFORNIA PLUMBING <br />CODE REQUIREMENTS. <br />4. (N) ELECTRICAL PANEL SHALL COMPLAY WITH MANDATORY MEASURE <br />FOR ENERGY STORAGE SYSTEM (ESS) READY IN ACCORDANCE WITH <br />2022 CEC 150.0(S). SEE ESS NOTES. FOR DETAILS. <br />5. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC <br />AREA BY MEANS OF A MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE <br />SIDE (PER CRC R302.6) SEE STRUCTURAL DRAWING ON SHT S300/ #4 FOR <br />DETAIL. <br />311 W 10TH ST. <br />SANTA ANA, CA, 92701 <br />(E) SFD <br />(1,127 SQ.FT.) <br />311 W 10TH ST. UNIT #2 <br />SANTA, CA, 92701 <br />(N) ADU <br />(800 SQ.FT.) <br />P. <br />L <br />P.L <br />P. <br />L <br />DR <br />I <br />V <br />E <br /> <br />W <br />A <br />Y <br />UP <br />UP <br />UP <br />127.67127.58 <br />126.55 127.29 <br />127.86 <br />126.03 <br />126.64 <br />W 10TH ST. <br />CL <br />PATH OF TRAVEL <br />IMAGINARY PROPERTY LINE BETWEEN (E) SFD AND (N) ADU <br />3 <br />A1.03 <br />(E) PEDESTRIAN <br />GATE TO REMAIN <br />36" MIN. <br />4' - 0" <br />36 <br />" <br /> <br />M <br />I <br />N <br />. <br />5' <br /> <br />- <br /> <br />7 <br />" <br />FLOORS AND LANDINGS AT EXTERIOR DOORS (R311.3) <br />1. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF <br />EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A <br />DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. <br />THE HYPERLINK "https://up.codes/viewer/colorado/irc-2021/chapter/2/definitions#slope"SLOPE AT <br />EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 <br />PERCENT). <br />2. LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN <br />11/2 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. <br />3. DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR <br />FLOORS NOT MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. <br />2% MAX <br />SLOPE <br />2% <br /> <br />M <br />A <br />X <br />SL <br />O <br />P <br />E <br />Th <br />e <br />s <br />e <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br /> <br />a <br />n <br />d <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />a <br />r <br />e <br /> <br />in <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />s <br /> <br />o <br />f <br /> <br />s <br />e <br />r <br />v <br />i <br />c <br />e <br /> <br />a <br />n <br />d <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />of <br /> <br />D <br />G <br />B <br />, <br /> <br />I <br />N <br />C <br />. <br /> <br />A <br />l <br />l <br /> <br />i <br />n <br />f <br />o <br />r <br />m <br />a <br />t <br />i <br />o <br />n <br /> <br />c <br />o <br />n <br />t <br />a <br />i <br />n <br />e <br />d <br /> <br />he <br />r <br />e <br />w <br />i <br />t <br />h <br /> <br />i <br />s <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />e <br />d <br /> <br />t <br />o <br /> <br />u <br />s <br />e <br /> <br />o <br />n <br /> <br />t <br />h <br />e <br /> <br />sp <br />e <br />c <br />i <br />f <br />i <br />e <br />d <br /> <br />s <br />i <br />t <br />e <br /> <br />a <br />n <br />d <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br />. <br /> <br />F <br />e <br />d <br />e <br />r <br />a <br />l <br /> <br />l <br />a <br />w <br /> <br />pr <br />o <br />h <br />i <br />b <br />i <br />t <br />s <br /> <br />t <br />h <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />t <br />i <br />v <br />e <br /> <br />d <br />i <br />s <br />p <br />l <br />a <br />y <br />, <br /> <br />s <br />a <br />l <br />e <br />, <br /> <br />o <br />r <br /> <br />ot <br />h <br />e <br />r <br /> <br />d <br />i <br />p <br />o <br />s <br />i <br />t <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />d <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br /> <br />wi <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br />e <br />d <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />of <br /> <br />D <br />G <br />B <br />. <br /> <br />I <br />N <br />C <br />. <br /> <br />V <br />i <br />s <br />u <br />a <br />l <br /> <br />c <br />o <br />n <br />t <br />a <br />c <br />t <br /> <br />w <br />i <br />t <br />h <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />dr <br />a <br />w <br />i <br />n <br />g <br />s <br /> <br />a <br />n <br />d <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />co <br />n <br />s <br />t <br />i <br />t <br />u <br />t <br />e <br /> <br />p <br />r <br />i <br />m <br />a <br />f <br />a <br />c <br />i <br />e <br /> <br />e <br />v <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br /> <br />ac <br />c <br />e <br />p <br />t <br />a <br />n <br />c <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />i <br />o <br />n <br />s <br />. <br />44 <br />0 <br /> <br />S <br />H <br />A <br />T <br />T <br />O <br /> <br />P <br />L <br />A <br />C <br />E <br /> <br /># <br />4 <br />1 <br />5 <br />, <br /> <br />L <br />O <br />S <br /> <br />A <br />N <br />G <br />E <br />L <br />E <br />S <br /> <br />C <br />A <br /> <br />9 <br />0 <br />0 <br />2 <br />0 <br />TE <br />L <br />: <br /> <br />2 <br />1 <br />3 <br />) <br /> <br />3 <br />8 <br />8 <br />- <br />6 <br />6 <br />4 <br />2 <br /> <br /> <br />F <br />A <br />X <br />: <br /> <br />2 <br />1 <br />3 <br />) <br /> <br />3 <br />8 <br />8 <br />- <br />6 <br />6 <br />4 <br />3 <br />DRAWN <br />DATE <br />SCALE: <br />PROJECT NO. <br />PR <br />O <br />J <br />E <br />C <br />T <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />U <br />R <br />E <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />l <br /> <br /> <br /> <br /> <br /> <br /> <br />I <br />N <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />l <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />LA <br />N <br />N <br />I <br />N <br />G <br />NO <br />. <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />D <br />A <br />T <br />E <br />31 <br />1 <br />. <br />W <br />E <br />S <br />T <br />. <br />1 <br />0 <br />T <br />H <br />. <br /> <br />S <br />T <br />. <br /> <br />( <br />A <br />D <br />U <br />) <br />31 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />0 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br /> <br />31 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />0 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br />, <br /> <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />As indicated <br />12/16/2024 2:54:20 <br />PM <br />A1.03 <br /> 1/8" = 1'-0" <br />(N) UTILITY PLAN 1 <br />REF. N <br /> 1/8" = 1'-0" <br />(N) PATH OF TRAVEL DIAGRAM 2 <br />REF. N <br /> 3/8" = 1'-0" <br />ENLARGED DOOR LANDING AREA 3 <br />311 W Tenth St Unit <br />#22/26/2025