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105_Pl_W-23629_Sewer, Water, Storm.pdfof F Ci- N cLeaa 0"s C,LraN t' "T ^D V / V PLAT MAP IMPERVIOUS SURFACE GALC6 NOTFES: o EXCESS FILL IS TO BE REMOVED FROM SITE. o DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT RESIDENCE WITH EAVES 2406 WALKS AND LANDINGS 45 STORM DRAM LINES. DRIVEWAY 419 -NO DIRT, MILD, ROCK OR DEBRIS SHALL BE _ TRACKED FROM THE SITE TO THE STREET TOTAL NEW IMPERVIOUS 2980 G DIRECT ALL RWOFF TO FILTER FABRIC FENCE DURING CONSTRI=I N ° ALL DOOM SPOUTS TO BE TIGHT-LHM W/ SOLID 4' PIPE OF APPROVED MATERIAL TO CATCH BASIN THEN DRYWELL TO THE STORM STUB PROVIDED • FRONT OF LOT. ALL STORM WATER STRUCTURAL LOT COVERAGE R£SIDENCE/GARAGE i842 COVERED PORCH TOTAL F/P SQ FT 2081 TO BE ROUTED TO EXISITING STORM SYSTEM LINE LOCATED TW_TUjR&10T COVERAGE % 34% ON 109TH PL W. fT7MaB ffAM NAdw al a.d+. F l"l C4*0v na .wew, o BENCHMARK 'X' ON FIRE HYDRANT fir. ow�wg,�k..y.,eavw,y.�dgwlN.a Ji TOPMUT OTRACT F' ELEV 33190' TITLE: b*801 . 40"O',J AA BURNSTEAD CONSTRUCTION LLC DATE: 10/16/15 DRLN BY: J HERR "it WOODVALE LOT I2 11980 N.E. 24th ST. 23629 105TH FL WEST BELLEVUE, WA 98005 SCALE: 1'-20' (425) 454-1900 Parcel" 01136400001200 NEIGTNT CALCULATIONS A = 32&.5' 8=320.5' C = 320.5' D=328.5' AV, ORIG; C�F�ADE = 32a.5' ACTUAL RIDGsE NT=352.5' MAXIMUM FIDG;E NT= 353.5' �•• s��•/dryM+ell z` de,,�e�p''e.``, S; je. Sewee 4 ' `� YA,od 6,s,-o p•ol" Li.ac.