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EX. SSW <br />RIM =905.80 <br />E,W INV=889.49 <br />N,S INV =890.00 <br />.�. 1 i_ T ^)1" f T <br />FXISTING WATFR LEVEL DATA <br />DAZE SHOT T FVAPON <br />3/23/04 (ICE) 897.8 <br />11 <br />EXISTING WETLAND <br />\ NWL =903.0 I 1 <br />1 L. 100 YRWHWLO903.5 l ) <br />I ICE ELEV =9DO.B ON 12/23)03 Lo t <br />(PER HRRNA mason WEST m4D0W E <br />I ( PLAN BY )RICA ! ASSOC. LABT REV/ <br />m -2E-m1 r <br />■ I 1 .i <br />EX. 15" RC FES t <br />INV 902.65 / ) <br />NOTF• <br />TO MAXIMUM EXTENT POSSIBLE, <br />CONTRACTOR SHALL AVOID COMPACTION <br />IN THE INFILTRATION BASIN TO <br />MAXIMIZE INFILTRATION CAPABIUTIES. <br />OVERHEAD POWER LINE <br />FENCE <br />TREE LINE /TREES <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED STORM SEWER <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />PROPOSED SILT FENCE <br />TREE PROTECTION FENCE <br />PROPOSED WOOD STAKED BALES <br />INLET PROTECTION (TO BE INSTALLED <br />BY UTILITY CONTRACTOR) <br />PROPOSED BALE CHECK (DITCH) <br />CHECK DAM (TO BE INSTALLED AFTER <br />COMPLETION OF GRADING) <br />pENCHMARK(S) <br />1.) TNH SW QUADRANT 79TH ST. & <br />NANCY DR., ELEV. = 909.01 <br />2.) TNH ACROSS STREET FROM <br />665 ARLO LANE, ELEV. = 914.76 <br />3.) TNH CORNER OF HIGHLAND DRIVE & <br />ARLO LANE, ELEV. = 918.17 <br />4.) TNH CORNER OF HIGHLAND TRAIL & <br />MARILYN DRIVE, ELEV. = 914.06 <br />