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(E) DRIVEWAY <br />AND IMPERVIOUS <br />SURFACE <br />(E) PORCH <br />PROPERTY LINE - 48.00' <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 />0 <br />3 <br />. <br />9 <br />3 <br />' <br />(E) GARAGE <br />(E) 1-STORY <br />MAIN UNIT <br />(F.F. = 10.00) <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 />6 <br />6 <br />. <br />9 <br />3 <br />' <br />15'-6" <br />28'-4" <br />11'-6" <br />15'-3" <br />W CUBBON ST <br />FI <br />R <br />E <br />P <br />L <br />. <br />22'-1" <br />4'-0" <br />8'-0" <br />5'-0"18'-9"15'-1"16'-3"8'-0" <br />12'-0" <br />W McFADDEN AVE <br />S <br />D <br />I <br />A <br />M <br />O <br />N <br />D <br /> <br />S <br />T <br />(E) LIGHT <br />POST <br />(N) ADU <br />F.F. = 10.41 <br />(N <br />) <br /> <br />P <br />O <br />R <br />C <br />H <br />R=1 <br />5 <br />R=2 <br />5 <br />18'-3" <br />8'-7" <br />5'-0"39'-0" <br />PROPERTY LINE - 48.00' <br />4'-3" <br />(10.00 FF) <br />(ASSUMED ELEVATION) <br />i= <br />0 <br />. <br />2 <br />5 <br />% <br /> <br />F <br />L <br />i=0.25% FL <br />i= <br />0 <br />. <br />5 <br />% <br /> <br />F <br />L <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 />9. <br />4 <br />1 <br /> <br />F <br />L <br />i= <br />0 <br />. <br />5 <br />% <br /> <br />F <br />L <br />9.91 HAG <br />9. <br />5 <br />2 <br /> <br />F <br />L <br />9.60 FS <br />9.55 FL <br />9.75 FS <br />(E) PLANTER <br />9.65 FL <br />9.68 FS9.78 FS <br />2% MIN <br />2% MIN <br />2% MIN <br />2% MIN <br />9.58 FL <br />9.71 FL <br />9. <br />7 <br />8 <br /> <br />F <br />L <br />9.86 FL <br />HP9.86 FS <br />9.75 FS <br />2 <br />1 <br />DRAINAGE PLAN <br />SCALE: 1/8" = 1'-0"DR <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <br />OW <br />N <br />E <br />R <br />NH <br />I <br /> <br />N <br />G <br />U <br />Y <br />E <br />N <br />TE <br />L <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />8 <br />1 <br />8 <br /> <br />3 <br />9 <br />5 <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 />2 <br />3 <br />0 <br />2 <br /> <br />W <br /> <br />C <br />U <br />B <br />B <br />O <br />N <br /> <br />S <br />T <br />AD <br />U <br />: <br /> <br />2 <br />3 <br />0 <br />4 <br /> <br />W <br /> <br />C <br />U <br />B <br />B <br />O <br />N <br /> <br />S <br />T <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 10/10/2023 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />7 <br />4 <br />9 <br /> <br />S <br />F <br /> <br />A <br />D <br />U <br />(2 <br /> <br />B <br />E <br />D <br />R <br />O <br />O <br />M <br /> <br />- <br /> <br />2 <br /> <br />B <br />A <br />T <br />H <br />R <br />O <br />O <br />M <br />) <br />SHEET <br />A4 <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 />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 />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024