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ANZITIv: 1-8.18837 RTrr V`F ?LW PET—'D 35 <br />WAN STREET (CSAH NO 14:i : <br />I 21 <br />L_ <br />SCALE IN FEET <br />0 100 200 <br />300 <br />1 inch = 100 feet <br />NOTES: <br />1. ALL EXISTING SOILS ARE TYPE 'A' PER <br />ANOKA COUNTY SOIL SURVEY. <br />6 I <br />I <br />7 <br />7 <br />J <br />1FGFND <br />—H t <br />r - - <br />ROCK <br />CONSTRUCTION <br />ENTRANCE, <br />I <br />y/ <br />yip <br />BENCHMARK <br />FROM CITY OF LINO LAKES: <br />1.) TNH 726 MAIN STREET <br />ELEV. = 918.82 <br />2.) TNH WEST END LINO LAKES ELEMENTARY <br />ELEV. - 914.96 <br />1000 <br />■ <br />WETLAND DATA: <br />TOTAL WETLAND AREA ON SITE <br />42,081 5Q. FT. = 0.97 ACRES <br />WETLAND FILL AREA <br />0 SQ. FT. = 0.00 ACRES <br />NURP POND NWL AREA <br />94,940 SQ. FT. = 2.18 ACRES <br />EXISTING ELECTRIC METER <br />EXISTING ELECTRIC BOX <br />EXISTING AIR CONDITIONING UNIT <br />EXISTING GAS MARKER <br />EXISTING GAS METER <br />EXISTING ASPHALT SURFACE <br />EXISTING CONCRETE SURFACE <br />EXISTING GRAVEL SURFACE <br />EXISTING OVERHEAD POWER LINE <br />EXISTING FENCE <br />EXISTING TREE LINE /TREES <br />EXISTING WATERMAIN <br />EXISTING SANITARY SEWER <br />EXISTING STORM SEWER <br />EXISTING WETLAND <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED STORM SEWER <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />PROPOSED WETLAND FILL <br />RECEIVED <br />MAY 1 1 2001 <br />CITY OF LINO LAKES <br />V <br />cd <br />a) <br />E <br />2500 W. Cn Ro <br />DRAWN BY <br />CMR /TDL <br />DATE <br />02/12/01 <br />REVISIONS <br />WH N[v.. MS • v[e RCM <br />•1*1 KV.. WOO <br />CAD FILE <br />20196PG <br />PROJECT NO. <br />20196 <br />SHEET 4 OF 11 <br />• <br />