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(N) ADU <br />799 SF <br />(N) JADU <br />431 SF <br />(E) WATER <br />METER <br />(E) GAS <br />METER <br />(E) POWER <br />POLE <br />PROPERTY LINE - 75.00' <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 />8 <br />9 <br />. <br />1 <br />9 <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 />0 <br />8 <br />. <br />2 <br />1 <br />' <br />(E) 6'H WOODEN FENCE <br />(E <br />) <br /> <br />6 <br />' <br />H <br /> <br />B <br />L <br />O <br />C <br />K <br />W <br />A <br />L <br />L <br />9'-1"27'-4"4'-0" <br />19'-7" <br />30'-3" <br />7'-0" <br />35'-5" <br />W MARTY LN <br />25'-0" <br />36'-3" <br />7'-0" <br />(E) 1-STORY <br />MAIN UNIT <br />1,248 SF <br />(E) GARAGE <br />353 SF <br />(E) PORCH <br />23 SF <br />5'-0" <br />(E) DRIVEWAY <br />AND IMPERVIOUS <br />SURFACE <br />20'-11"9'-1"18'-0"3'-6"4'-6" <br />34'-7" <br />18'-8"17'-3"4'-0" <br />10'-0" <br />FRONT YARD <br />LANDSCAPING <br />(N) 1" <br />WATER <br />METER <br />6'-0" <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 />2 <br />5 <br />% <br /> <br />F <br />L <br />2 <br />1 <br />i=0.25% FL <br />i= <br />0 <br />. <br />2 <br />5 <br />% <br /> <br />F <br />L <br />1 <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% <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% MIN <br />2% MIN <br />2% MIN <br />2% MIN <br />(10.00 FS) <br />(ASSUMED ELEVATION) <br />11 <br />. <br />6 <br />5 <br /> <br />F <br />L <br />(E <br />) <br />(E <br />) <br />(E <br />) <br />11.88 FS <br />12.18 FS <br />11.72 FS <br />12.34 FS <br />12.55 FS <br />12.30 FS <br />12.42 FS <br />12.42 FS <br />12.37 FS <br />12.08 FS12 <br />. <br />0 <br />0 <br /> <br />F <br />L <br />SHEET <br />DR-1 <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 />TT <br /> <br />S <br />T <br />A <br />R <br />S <br /> <br />L <br />L <br />C <br />TE <br />L <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />5 <br />4 <br />8 <br /> <br />1 <br />7 <br />1 <br />1 <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 />4 <br />2 <br />2 <br /> <br />W <br /> <br />M <br />A <br />R <br />T <br />Y <br /> <br />L <br />N <br />JA <br />D <br />U <br />: <br /> <br />2 <br />4 <br />2 <br />2 <br /> <br />W <br /> <br />M <br />A <br />R <br />T <br />Y <br /> <br />L <br />N <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />AD <br />U <br />: <br /> <br />2 <br />4 <br />2 <br />2 <br /> <br />W <br /> <br />M <br />A <br />R <br />T <br />Y <br /> <br />L <br />N <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 />6 <br />DATE 2/20/2025 <br />NE <br />W <br /> <br />A <br />T <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />7 <br />9 <br />9 <br /> <br />S <br />F <br /> <br />A <br />D <br />U <br />AN <br />D <br /> <br />A <br />T <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />4 <br />3 <br />1 <br /> <br />S <br />F <br /> <br />J <br />A <br />D <br />U <br />DRAINAGE PLAN <br />SCALE: 1/8" = 1'-0" <br />DR <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <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.