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LEGEND <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />X89525 PROPOSED SPOT ELEVATION <br />I� INLET PROTECTION <br />O SILT FENCE <br />CONSTRUCTION LIMITS <br />lTI <br />� 4.3 1% <br />#^^�„ `gyp <br />1% <br />'.. '... <br />0.83% 1% <br />886.92 885.9 <br />I6.fi2 886.84 — <br />886.67 <br />885A8 (FV) - <br />x <br />886.36 (FV)J-\ <br />HDPE DRAINA <br />(BOT <br />MATCH GRADES <br />WITH EXISTING <br />CONCRETE <br />CURBAND <br />7 <br />_ <br />'885.88 ^`"� -. <br />GUTTER. TVP <br />- _ <br />884.61 TC <br />((� <br />+7+ <br />88411 BC <br />884.]]TC 88 <br />.885.88 <br />884.21 BC - <br />/ 8 <br />884.88 <br />884.17 884.38 <br />/ 884.50 <br />884.81 <br />08588 <br />884 <br />885.71TIFF <br />In <br />/ F <br />_1 <br />/. 884 <br />MATCH GRADES <br />WITH EXISTING / <br />u <br />GONG. WALK, TVP. <br />i i iF <br />tAT- <br />sl <br />—/ --- ---- — <br />— — _ MATCH GRADES WITH �f A <br />_ EXISTING GONG. WALK. TVP. <br />- <br />885.09 / <br />+ <br />884 96 <br />MATCH GRADES WITH <br />EXISTING CLING WALK TVP. <br />—� <br />i — —.,. <br />t^ <br />B$h J,j <br />/ <br />CONSTRUCTION <br />_ — — _ — <br />- LIMITS, TYP. .-^"� <br />/ / C <br />D <br />15 30 <br />— <br />B85.42 " <br />/8 <br />/ _ <br />� <br />x '. SCALIN FEET <br />5.26 <br />885.96(FV) <br />885.1 ] <br />\ <br />\ <br />885=5 -t,- <br />886.18 <br />886.76' <br />\ <br />U 1 885.50 <br />885 35 <br />- <br />x <br />- <br />_ — <br />TI'�., <br />886.84 <br />� � a <br />91 ,i I <br />Consulting Group, Inc. <br />CX of <br />Elk <br />ICI <br />z <br />w <br />z <br />g <br />/ w <br />Q <br />QC <br />DLE <br />d � Y <br />O0 <br />0 H w <br />U o_ <br />0 LU o <br />g <br />aw0 <br />}} <br />0 � F <br />W <br />U <br />U~ <br />a0 <br />a s <br />u! <br />ILIJ <br />V <br />L3.1 <br />