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LEGEND <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />SPOT ELEVATION <br />PROPOSED PAVEMENT OVERLAY <br />EXISTING SIDEWALK <br />EXISTING AC PARKING <br />EXISTING LANDSCAPE <br />EXIST WALL <br />FLOW LINE <br />PROPERTY LINE <br /> SURFACE SLOPE <br /> STORM DRAIN SLOPE <br />DF DEEPENED FOOTING <br />PAD PROPOSED PAD ELEVATION <br />FS PROPOSED FINISHED SURFACE <br />FG PROPOSED FINISHED GROUND <br />FF PROPOSED FINISHED FLOOR <br />INV INVERT OF PIPE <br />TG TOP OF GRATE <br />PL PROPERTY LINE <br />TW TOP OF WALL <br />TF TOP OF FOOTING <br />HP HIGH POINT <br />TC TOP OF CURB <br />100 <br />100 <br />100FS <br />X.X% <br />S=X.X <br />℄ MO <br />O <br />N <br />E <br />Y <br /> <br />D <br />R <br />I <br />V <br />E <br />EXISTING BUILDING <br />(FF = 100.00) <br />(99.92) <br />ES <br />1% <br />1% <br />1% <br />1% <br />1%1% <br />(99.92) <br />ES <br />(99.92) <br />ES <br />(99.92) <br />ES <br />(99.95) <br />ES <br />(99.95) <br />ES <br />(99.95) <br />ES (99.67) <br />ES <br />(EXIST) <br />(99.92) <br />ES <br />100.20 <br />FS, HP <br />100.20 <br />FS, HP <br />100.20 <br />FS, HP <br />1% <br />(99.50) <br />ES <br />100.00 <br />FS <br />(99.37) <br />FL <br />(EXIST) <br />(98.20) <br />FL <br />(98.33) <br />FS <br />(E <br />X <br />I <br />S <br />T <br />) <br />(98.91) <br />FS (EXIST) <br />(98.78) <br />FL <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(98.93) <br />ES <br />(E <br />X <br />I <br />S <br />T <br />) <br />1% <br />(EXIST) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />EXISTING <br />PLANTER <br />EXISTING CONCRETE <br />V-GUTTER <br />1 <br />EXISTING ASPHALT <br />PAVEMENT <br />(E <br />X <br />I <br />S <br />T <br />) <br />(2%) <br />100.00 <br />FS <br />(99.92) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />EXISTING SLAB <br />(FF = 100.00) <br />(99.92) <br />ES <br />EXISTING <br />PLANTER <br />EXISTING INLET TO <br />PROTECT IN PLACE <br />(99.06) <br />FL <br />EXISTING PROPERTY <br />LINE WALL <br />100.00 <br />FS <br />(99.92) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />100.00 <br />FS <br />(99.95) <br />ES <br />(E <br />X <br />I <br />S <br />T <br />) <br />20 <br />' <br />20 <br />' <br />40 <br />' <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />(E <br />X <br />I <br />S <br />T <br />) <br />EXISTING CONCRETE <br />WALKWAY <br />(EXIST)(EXIST) <br />EXISTING <br />PLANTER <br />EXISTING CONCRETE <br />WALKWAY <br />1 <br />CONSTRUCTION NOTE <br />1 OVERLAY PAVEMENT ON TOP OF EXISTING SLAB TO GENERATE MINIMAL SLOP AT 1% FROM <br />CENTER OF THE EXISTING SLAB. <br />100 <br />105 <br />110 <br />95 <br />90 <br />100 <br />105 <br />110 <br />95 <br />90 <br />⅊ <br />EXIST WALL <br />⅊ <br />1%1%(2%)(1%)(EXIST)(EXIST) <br />HP <br />(EXIST) <br />EXIST <br />CONCRETE WALKWAY <br />2. <br />5 <br />" <br /> <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br />OV <br />E <br />R <br />L <br />A <br />Y <br />EXIST FENCE EXIST <br />PLANTER <br />DR <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <br />DRAINAGE PLAN <br />SCALE 1"=20' <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br />PU <br />B <br />L <br />I <br />C <br /> <br />W <br />O <br />R <br />K <br />S <br /> <br />A <br />G <br />E <br />N <br />C <br />Y <br />1 <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SH <br />E <br />E <br />T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />O <br />F <br /> <br /> <br /> <br />67 <br />3 <br />, <br />6 <br />7 <br />7 <br />, <br />6 <br />7 <br />9 <br />, <br />6 <br />8 <br />1 <br />, <br />6 <br />8 <br />3 <br />, <br />6 <br />8 <br />5 <br /> <br />& <br />6 <br />8 <br />7 <br /> <br />Y <br />O <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />WA <br />I <br /> <br />L <br />I <br />N <br /> <br />M <br />A <br />U <br />N <br />G <br /> <br />C <br />H <br />E <br />N <br />C- <br />8 <br />3 <br />4 <br />8 <br />7 <br />PN <br />. <br />X <br />X <br />X <br />X <br />X <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br />: <br />RE <br />C <br />O <br />M <br />M <br />E <br />N <br />D <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br />: <br />W. <br />C <br />. <br />DR <br />A <br />W <br />N <br />: <br />CH <br />E <br />C <br />K <br />E <br />D <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />RC <br />E <br /> <br />N <br />O <br />. <br />: <br />DE <br />P <br />U <br />T <br />Y <br /> <br />C <br />I <br />T <br />Y <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />PR <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />U <br />N <br />D <br />E <br />R <br /> <br />T <br />H <br />E <br /> <br />S <br />U <br />P <br />E <br />R <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />O <br />F <br />: <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />MM <br />/ <br />Y <br />Y <br />Y <br />Y <br />DA <br />T <br />E <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />B <br />E <br />N <br />C <br />H <br /> <br />M <br />A <br />R <br />K <br />: <br />CO <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />M <br />P <br />L <br />E <br />T <br />E <br />D <br />: <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />BE <br />N <br />C <br />H <br />M <br />A <br />R <br />K <br /> <br />N <br />O <br />. <br />: <br />EL <br />E <br />V <br />. <br />: <br />IN <br />S <br />T <br />A <br />L <br />L <br />E <br />D <br />AP <br />P <br />R <br />O <br />V <br />E <br />D <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />IN <br />I <br />T <br />I <br />A <br />L <br />S <br />DA <br />T <br />E <br />NU <br />M <br />B <br />E <br />R <br />7/ <br />1 <br />4 <br />/ <br />2 <br />0 <br />2 <br />5 <br />7/ <br />1 <br />4 <br />/ <br />2 <br />0 <br />2 <br />5 <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> <br />SCALE 1"=20' <br />4020010203040 <br />SECTION A-A <br />SCALE 1"=10' <br />1