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• n « S « 8 « 6 2 « 8 8 7. A R R R R 6 8 2 8 6 . ' 8 S 2 F „ « « 8 8 R „ ; ; S ; 8 A e. a s. a s .. s 8 . a 5 5p.. a 5W. m a 5 a ..5 5 F 5 . Pa. ; . . Ko '8..g 85 0_. . 0 8 '0 s 0 € 0 0 8 0 - 5551 PoWT EL..92515 P51 ,00 :PM STs.5,50 2 9.92..=5 P»[LEV-MOO P» .5.75 »A.o. . A ...950 PM STA 1+00 K-20200 K•1592.. PM15. 100.012 VC 202 9C c1Fv.-0.os 5TKO..NC 20 •..M. IOw P0.1ELLv-903.>2 Low Pawl STA-1.72 SO 10200.VC 940 8 R g P»WA-11+50I .!,,, 3„ E „ R R «. P»¢c9:-902.50 8 S 0 EXISTING GRADE I m m..... L. m : 95-222. R R R ._.� 20002 VC 930 R — -- —.—. . :. N. i � w i - E • 929 : .r- PROPOSED GRADE III .....910 : :. 900 \T"3'_— i i i 890 F a a g a g g y A s g 2 a 2 € 9 i I i I # $ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+( NOTE$ I.EXISTING UTIU TIES SHOWN ARE APPROXIMATE ONLY CONTRACTOR SHALL CONFIRM LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.CONTRACTOR SHALL CONTACT GOPHER STATE ONE-CALL. 2.ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF ELK RIVER. I ALL REINFORCED CONCRETE PIPE(RCP)SHALL BE CLASS 4. 4.ALL TURF AREAS DISTURBED BY THE CONSTRUCTION SHALL BE RESTORED MITH A MINIMUM OF 4.OF TOPSOIL AND SEED(OR SOD). S CONTRACTOR SHALL INSTALL ALL SILT FENCE AND THE TEMPORARY ROCK ENTRANCE PRIOR TO COMMENCEMENT • OF WORK.ALL SE T FENCE SHALL BE MAINTAINED BY THE CONTRACTOR.REMOVING SILT.REINSTALLING FENCING AS NECESSARY TO KEEP SILT FENCE IN G000 WORKING CONDITION. 6.ALL RIPRAP SHALL BE CLASS J PLACED OVER GEOTEX TILE FABRIC. 7.ALL CATCH BASIN INLET CRATES SHALL BE FITTED N1770 A GEOTEXTILE SHEET BETWEEN THE GRATE AND FRAME TO INHIBIT SILTATION IN THE STRUCTURES. 2.2.9M Prol.cts599-236W.95C2.E.9 02/11/00 105123 414 CST I