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PROPOSED1'TYLER STREET '4,7 OUTLOT D I <br /> � POND #11 /1 l <br /> 5irragtotc Nell 8795 ... au rHWL 880.7 MP 861.6 t alBr01d WM) <br /> POND #14 <br /> NW_878.0 <br /> / HNC 880.4 <br /> WWD POND #3 I OUTLOT B <br /> est, XML 880.0 �(�L <br /> HWL 887.e "I / ^$ <br /> 4 � <br /> WET VOL-0.76 AC Ft <br /> I SED POND #4 <br /> NYA 880.0 <br /> R IHNL <br /> WET VOL <br /> L A 0.79 Al.Ft <br /> SAN NH <br /> TOP 8923 16r 886'5 <br /> INV.884.0 �` SAN MH <br /> TOP 886.9 <br /> O <br /> Ma C:) <br /> aw ix NV) <br /> 8665 <br /> j8 2 <br /> AN MH <br /> O8�81 TOP 888.7 <br /> TOP 6l.0 ...666..4 y r , <br /> Iii <br /> J <br /> --- <br /> ' _ �1,..�» iW IAH <br /> 890.3 <br /> I 806.4 SAN NH <br /> TOP 889.8 <br /> NOTES <br /> 1)ALL SANITARY SEWER LINES 91A11 BE r PVC. <br /> 2)Al WATER UNES SHALL 8E DUCTILE IRON <br /> —— I\--——- UNLESS NOTED 004(89158.---'I <br /> 0 91 <br /> 4(858. <br /> 3)AL WATER 5ERNCE UNES TO BE 6'CR 8'DIP, <br /> __' _-- - __ -_ - _ __ LL AND ASANITARY SEWER SERVICE UNES TO <br /> _ _ B:4'OR 6'PVC. <br /> — LEGEND <br /> MING STORM SEWER o--M-4--.0 <br /> ENS'INC SANITARY SEWER <br /> E95'1NG WATERMAN <br /> EASING BURIED TELEPHONE UNE <br /> MAC OVERHEAD OVERHEAD ELECTRIC UNE <br /> PROF OSED STORM SEWER ♦ m..61 >. . <br /> PROPOSED SANITARY SEWER 4111 ,( 10 <br /> PROPOSED WATERMAN --99---...y1.4.....— <br /> PROPOSED <br /> 9' f....—PROPOSED SANITARY SEWER(BY CITY) ♦——24 —•—4 <br /> -- -- PROPOSED WATERMAN(BY CITY) ——16'———s-—- <br /> PROPOSED HYDRANT&GATE VALVE +N <br /> l( --7 <br /> NORTH <br /> 0 50 100 200 400 <br /> . '4-' <br /> 0~4 5:447 A;'=100 7 : / <br /> 0,0 PRELIMINARY UTILITY PLAN �« IAA= F'REPARBD POR 7 A <br /> 7 ELK RIVER CROSSING � ASSOCIATED DEVELOPERS <br /> 7.00171 ELK RIVER, KINNESOTA ru N °F B <br /> 10667 <br />