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REFERENCE <br />AREAS SHOWN ON SHEET 5 DENOTED MR SEED MIX 33-261. <br />CONTRACTOR SHALL REMOVE ALL ORGANIC SOILS IN THE <br />INFILTRATION AREAS AND REPLACE WITH SIMILAR NATIVE SANDS <br />INFILTRATION AREAS SHALL BE TOP DRESSED ONSITE SANDY TOPSOIL ONLY LOW wUPNTNuEEQIMEsOF <br />BEALLOWED IN THE INFILTRATION AREAS. <br />MINIMIZED TO THE MAXIM. EXTENT <br />CONTRACTOR SHALL <br />SCARIFY <br />P 18 <br />SOIL <br />R TO PLACING THE <br />RCP/CIPP SHALL BE PER ADS STANDARDL BE <br />DRAWING <br />OR STD-604. <br />©`PaaPA CONSTRUCT ONINFILTRATIONPRESSION TRENCH IN THE <br />© ALL MEET THE REQUIREMENTS OF MN/DOT STANDARD <br />© CONSTRUCT STRUCTURE PER,e. DAYLIGHT NOTCH TO DITCH. <br />CB y1 <br />30" 01A (R-1733) <br />LEGEND <br />PROPOSED STORM SEWER <br />dROPOSED CATCH BASINS <br />PROPOSED CONCRETE APRON <br />STORM GRAIN INLET PROTECTION DEVICE <br />V//////I PROPOSED TIPO3T CURB PERK <br />•o— SILT FENCE PER O <br />ARROWDRAINAGE PROPOSED BITUMINOUS PAVEMENT PER e, <br />PROPOSED BITUMINOUS OVERLAY PER 8 <br />INFILTRATION TRENCH PERe, <br />SPOT <br />Poa 5s, cLEvanoN (eiTUMlnous) <br />lie <br />e'o <br />Ns RI o a� s 20 <br />y ez.�s (N&5)INV=859.50 953 e2 (N&SUINV859.50 <br />e -1 UMP=85780 P 857 DO <br />son <br />lOOLF <br />1 D.PERF oPP ® BeeSOLF r© <br />/ <br />—z� <br />LL-_ I_L`LL LI_ LL1_� LULL LLI_ LL <br />LLLLL LLLL LLL LLLLL LLLL LLLLL <br />LL LLLLL LLLL LLLL LLLLL LLLL L, / _ / <br />LL fl -- % / <br />ERF <br />0 0.00%© <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />sg <br />— 4LF (INC RC APRON) , <br />" RCP <br />MOTORS ON 10 <br />1BASIN 0 <br />00 eR ION <br />/10 CY CLASS II <br />Eof:T°ETMER <br />/ <br />GRADING, DRAINAGE AND <br />EROSION CONTROL PLAN <br />CITY OF RAMSEY, MINNESOTA <br />