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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 />PROPOSED STORM DRAIN <br />FLOW LINE <br />PROPERTY LINE <br /> SURFACE SLOPE <br /> STORM DRAIN SLOPE <br />ADA TRAVEL PATH <br />WATER LINE <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 />SD <br />X.X% <br />S=X.X <br />W <br />NO PARKING <br />℄ YO <br />U <br />N <br />G <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />20 <br />' <br />20 <br />' <br />40 <br />' <br />⅊ N 00°16'00" E 330.90' <br />⅊ N 00°16'00" E 330.84' <br />⅊ N 89°44'00" W 117.55' <br />8'21' <br />29' <br />N <br />8 <br />9 <br />° <br />4 <br />4 <br />' <br />0 <br />0 <br />" <br /> <br />W <br /> <br />75 <br />8 <br />. <br />5 <br />4 <br />' <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD <br />SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD <br />SD <br />SD SD <br />R/W N 89°44'00" W 120.00' <br />SD <br />SD <br />M W W <br />WM <br />W1 <br />EXISTING 12" <br />D.I. WATER MAIN <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />W <br />EXISTING 1.5" WATER METER <br />TO PROTECT IN PLACE <br />WATER CONSTRUCTION NOTE <br />W1 INSTALL 2" BACKFLOW PREVENTION DEVICE FOR DOMESTIC PURPOSES PER STANDARD PLAN NO. 1432. <br />WA <br />T <br />E <br />R <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />L <br />A <br />N <br />WATER IMPROVEMENT 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 />5 <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 /> <br />W <br />. <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 />12 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />5 <br />12 <br />/ <br />1 <br />6 <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 />5 <br />FOR PUBLIC SEWER AND WATER FACILITIES ONLY <br />APPROVED BY: <br />ARMANDO FERNANDEZ, P.E.DATE <br />ACTING DEPUTY PUBLIC WORKS DIRECTOR/ <br />WATER RESOURCES MANAGER <br />12/16/25 <br />Be <br />h <br />r <br />o <br />o <br />z <br /> <br />S <br />a <br />r <br />l <br />a <br />k <br />1/ <br />8 <br />/ <br />2 <br />0 <br />2 <br />6