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RIPRAP 0)'/ <br />� U <br />0.2 % INV. 9I3.3 I , <br />Z n 0 <br />(L U <br />0_, <br />i OJ <br />W <br />RO'9 Ln o H <br />Ir-xI�JrIJr-I R,'JOFF ci��aocJ�I�c� SITS ! <br />J <br />phpr0 Se'D I J <br />W <br />O w <br />�. o <br />I <br />Ui <br />a <br />- - - - (on <br />W _ <br />y MJ -1/ <br />I I I 1 'INS'' ■xIST IL-G.I.P , _ Z O <br />SNELLING AVENUE 1��°� < U <br />3 STHUC,T RE TOP INVERT TYPE CASTING" Z <br />�� - -- -- -- -- _ r <br />Ir 916.77 913.77 MnDOT Design 2 917.10 913.45 MnDOT Design C R3250-1 NOTES: LEGEND �s� '^ <br />3 911.30 912.75 MnDOT Design C R3250-1 - `,J 0) <br />4 916.50 912.29 24" x 36" 1 (1) SILT FENCE SHALL BE GEOFAB, AMOCO SILT STOP, OR EQUAL, INSTALLED IN Z 0 <br />•I 4n a, wa• �,.-. Rectangular ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PYlcrrur, uononcED <br />(Inside Dim.) 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HYDRANT .6 ♦ a <br />12 111:31 915.22 MnDOT Design C R3250-A C <br />a `' 13 91670 913.70 24" x ^"' (2) GRADING OF THE SiTE.SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ROSEVILLE CATCH BASIN m i W W 10 <br />Ractany ar AND RICE CREEK WATERSHED. d 00 <br />i (Inside Dim.) R_ o <br />---- 14 915.90 913.40 MnDOT Design t R3250-A 3250-A (3) DISTURBED AREAS SHALL BE RESTORED WITH TOPSOIL AND SOD UPON COMPLETION SANITARY SEWER -�-_ <br />} I,f 15 916.90 113.34 MnDOT Resign C R3260-A OF THE GRADING. <br />..Y y." 16 g16.50 913,07 24" x 36" WATERM111N -I- �•I�� <br />Tor V rw Ractanguler (4) ALL SILT FENCE SHALL BE MAINTAINED INPLACE UNTIL TURF IS ESTABLISHED. <br />slseTlow (Inslda OIm.) R3246-D ->- -j--� <br />(5) POND SHALL BE CONSTRUCTED PRIOR TO THE REMAINING SITE GRADING. SEWER OING. 0 0 Illo � / A <br />numbers. SILT FENCE IIIIIIIIilllllllll ' a 1 <br />`Casting numbers rotor to Neenah Foundry Company catalog &CALE IN FEET ROCK DCAM' <br />arm - <br />I I <br />