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(E) PORCH <br />60 SF <br />(E) 1-STORY <br />MAIN UNIT <br />1,972 SF <br />PROPERTY LINE - 80.34' <br />(E) DRIVEWAY <br />AND IMPERVIOUS <br />SURFACE <br />(E) LANDSCAPED <br />AND GRASS AREA <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />1 <br />4 <br />5 <br />. <br />8 <br />2 <br />' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />1 <br />4 <br />1 <br />. <br />0 <br />3 <br />' <br />S <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />4 <br />6 <br />. <br />9 <br />7 <br />' <br />4'-0" <br />7'-9" <br />20'-7"14'-6"14'-0" <br />26'-0" <br />12'-0" <br />70'-0" <br />21'-9" <br />5'-5" <br />23'-6"7'-9" <br />10'-1" <br />(E) GARAGE <br />CONVERTED <br />TO ADU <br />448 SF <br />10'-8" <br />29'-0" <br />7'-8" <br />21'-9" <br />12'-0" <br />11'-2"9'-6"20'-2"26'-9" <br />(E) AREA <br />CONVERTED <br />TO JADU <br />442 SF <br />(10.00 FF) <br />(ASSUMED ELEVATION) <br />i=0.25% FL <br />i= <br />0 <br />. <br />5 <br />% <br /> <br />F <br />L <br />i=0.5 <br />% <br /> <br />F <br />L <br />9.91 HAG <br />9.60 FS <br />9.75 FS <br />9.68 FS9.78 FS <br />9. <br />8 <br />6 <br /> <br />F <br />L <br />HP <br />2 <br />1 <br />1 <br />9.78 FS <br />9.68 FS <br />9.60 FS <br />9.55 FL <br />9.55 <br />F <br />L <br />9.55 FL <br />9.55 FL <br />9.55 FL <br />9.75 FS <br />9.75 FS <br />9.75 FS <br />i=0.5% FL <br />2% <br /> <br />M <br />I <br />N <br />2% <br /> <br />M <br />I <br />N <br />2% <br /> <br />M <br />I <br />N <br />2% <br /> <br />M <br />I <br />N <br />2% MIN <br />2% MIN <br />2% M <br />I <br />N <br />2% M <br />I <br />N <br />2% MIN <br />2% MIN <br />(E) <br />(E) <br />(E) <br />(E) <br />DR <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <br />SHEET <br />A5 <br />REVISION <br />DATE BY <br />1 <br />2 <br />3 <br />PROJECT ENGINEER <br />BEN PHAN <br />10822 WOODWARD LN <br />GARDEN GROVE, CA 92840 <br />TEL: (714) 251 4537 <br />OW <br />N <br />E <br />R <br />SU <br /> <br />Q <br />U <br />A <br />N <br /> <br />L <br />E <br />TE <br />L <br />: <br /> <br />( <br />9 <br />4 <br />9 <br />) <br /> <br />5 <br />2 <br />9 <br /> <br />1 <br />9 <br />9 <br />9 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />MA <br />I <br />N <br /> <br />U <br />N <br />I <br />T <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />JA <br />D <br />U <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />AD <br />U <br />: <br /> <br />7 <br />4 <br />6 <br /> <br />S <br /> <br />D <br />E <br />M <br />I <br />N <br />G <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />3 <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 />4 <br />DATE 03/25/2024 <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br /> <br />4 <br />4 <br />8 <br /> <br />S <br />F <br /> <br />A <br />D <br />U <br />AN <br />D <br /> <br />4 <br />4 <br />2 <br /> <br />S <br />F <br /> <br />J <br />A <br />D <br />U <br />DRAINAGE PLAN <br />SCALE: 1/8" = 1'-0" <br />DIG ALERT (811) SHALL BE CONTACTED AND <br />COMPLIANCE WITH EXCAVATION SAFETY IN <br />ACCORDANCE WITH GOVERNMENT CODE 4216 <br />SHALL BE FOLLOWED PRIOR TO ANY <br />EXCAVATION TAKING PLACE <br />TYPICAL GRAVEL BAG DETAIL <br />N.T.S. <br />1 <br />EROSION CONTROL NOTES <br /> 1 INSTALL TYPICAL GRAVEL BAGS PER STD. SE-6, CALIFORNIA <br />STORM WATER BMP HANDBOOK <br /> 2 INSTALL 10'x10' MATERIAL STOCKPILE AREA PER STANDARD WM-3 <br />4" PCC <br />90% COMPACTED <br />SUBGRADE <br />WALKWAY SECTION <br />N.T.S. <br />746 S Deming St, Unit# 2 <br />& 31/23/2025