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dddMS <br />C0C99 NW 'Atiosweld <br />MN pAie Oucmenuiv 03991. <br />loaroided <br />IN31114.1013A30 311S <br />Existing Storm Sewer <br />6 , <br />z <br />w <br />os„ <br />Proposed Storm Sewer Inlet Protection <br />Proposed Erosion Blanket Cat. 3 <br />AREA OF DISTURBANCE: <br />Or X 133. 3DS <br />Pei = Wu, Pei = Wu! I <br />37V0S 7170.3A 37VOS 71,1,100,110H <br />S1N31A1.0 k110 L/L0 <br />SN01,31,001,1 1,/9 L/90 <br />SNOISIA. <br /><E N <br />0 <br />0 <br />0 <br />EOM) <br />Design calculations, including soil types are on file with: Civil Engineering Site Design <br />WOO ,SO,A, <br />NrgV L <br />4,3 2.70.7 124 <br />ADIsla <br />9AMIHNI9A1.7 71A0 :Ag <br />.0)0S9UUM JO JO .0/ ay, <br />iapun Jaauf5u, puo,ssajoid pas., /pp D DID ,101,, <br />p. uoppvadns pa. Ala iapun JO aw paiodaid spAi <br />podai JO Vogoollpads `uoid s/tp pia 41,JDO tqaday / <br />TOTAL AREA = 456,508 SF = 10.48 AC <br />6 6 <br />EXISTING TOTAL IMPERVIOUS AREA: 941 SF <br />PROPOSED TOTAL IMPERVIOUS AREA: 112,891 SF (2.59 AC) <br />!,) <br />2 <br />/1/1N CIA7g 9NOELSA/SV <br />o 1.7, <br />MIE <br />RUI LL, 0 <br />; L <br />4 <br />A <br />8 <br />Z88 <br />66_ <br />88 <br />0 0 <br />—1 * <br />, 0 ° * <br />—1— - <br />1 0 <br />,-------rj <br />QS AG 03)103HO <br />0QS AG 031,91.330 <br />QS AB NAll.0 <br />1,0181/90 3180 <br />6 4 6 <br />*** <br />88 <br />• <br />e‘ * <br />LriI <br />I E i <br />Ae • • 4r. <br />r- <br />31 <br />6 r Lc <br />INFILTRATION BASIN NOTES <br />C. SPECIFIC REQUIREMENT NOTES <br />6 <br />to the site to remove trackin <br />DETAILS ON SHEET C7.1-7.3 <br />STORM WATER CALCULATIONS <br />6 4 6 6 <br />