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925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />970 <br />975 <br />980 <br />985 <br />990 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />970 <br />975 <br />980 <br />985 <br />990 <br />0+00 <br />92 <br />8 <br />. <br />4 <br />93 <br />3 <br />. <br />1 <br />93 <br />5 <br />. <br />8 <br />0 <br />93 <br />5 <br />. <br />0 <br />0+50 <br />94 <br />0 <br />. <br />6 <br />5 <br />93 <br />9 <br />. <br />9 <br />94 <br />4 <br />. <br />7 <br />2 <br />94 <br />5 <br />. <br />7 <br />94 <br />8 <br />. <br />7 <br />4 <br />95 <br />0 <br />. <br />7 <br />95 <br />6 <br />. <br />2 <br />1+00 <br />95 <br />8 <br />. <br />1 <br />96 <br />0 <br />. <br />2 <br />96 <br />2 <br />. <br />3 <br />96 <br />4 <br />. <br />2 <br />1+50 <br />96 <br />5 <br />. <br />8 <br />96 <br />7 <br />. <br />4 <br />97 <br />0 <br />. <br />5 <br />97 <br />3 <br />. <br />7 <br />2+00 <br />97 <br />9 <br />. <br />1 <br />98 <br />3 <br />. <br />6 <br />98 <br />4 <br />. <br />5 <br />98 <br />5 <br />. <br />5 <br />2+50 <br />98 <br />5 <br />. <br />8 <br />98 <br />5 <br />. <br />7 <br />98 <br />6 <br />. <br />2 <br />3+00 <br /> 174' <br />- <br /> <br />E <br />X <br /> <br />2 <br />4 <br />" <br /> <br />S <br />T <br />M <br /> <br />@ <br /> <br />2 <br />1 <br />. <br />4 <br />5 <br />% <br /> <br /> <br />( <br />E <br />S <br />T <br />I <br />M <br />A <br />T <br />E <br />D <br />) <br /> 174' EX 24" RCP@ 21.45% <br /> 10' - EX 24" RCP @ 21.97% <br /> 10' <br /> EX 24 <br />" <br /> <br />S <br />T <br />M <br />@ 21.9 <br />7 <br />% <br />EXISTING PROFILE OVER PIPE <br />PROPOSED PROFILE OVER PIPE <br />PROPOSED EAST GABION WALL PROFILE <br />PROPOSED WEST GABION WALL PROFILE <br />EXISTING WEST GABION WALL PROFILE <br />EXISTING EAST GABION WALL PROFILE <br />D <br />D <br />MH STM <br />R=983.38 <br />I=NE (CAN'T GET INVERT) <br />SW (CAN'T GET INVERT) <br />BOTTOM OF STRUCTURE <br />3 FT. OF SILT <br />I= <br />I=975.24 <br />I=I=I= <br />CB <br />R=983.52 <br />I=N (CAN'T GET INVERT) <br />NW (24") <br />SW (CAN'T GET INVERT) <br />BOTTOM OF STRUCTURE <br />974.47I= <br />I= <br />I=974.47I=I= <br />I <br />= <br />9 <br />7 <br />0 <br />. <br />8 <br />5 <br />I <br />= <br />9 <br />6 <br />4 <br />. <br />1 <br />5 <br />I <br />= <br />9 <br />6 <br />6 <br />. <br />9 <br />1 <br />I <br />= <br />9 <br />7 <br />1 <br />. <br />1 <br />5 <br />M <br />M <br />S <br />MH SAN <br />R=985.39 <br />I=NW (8") <br />SE (8")971.48 <br />971.49 <br />I=I=I=I=I= <br />C <br />I <br />= <br />9 <br />8 <br />2 <br />. <br />1 <br />4 <br />P <br />M <br />X <br />X X X <br />X X X <br />OU OU OU OU OU OU <br />OU <br />OU <br />OU <br />OU <br />OU <br />OU <br />OU <br />OU <br />G <br />R <br />A <br />V <br />E <br />L <br />B <br />I <br />T <br />. <br /> <br />P <br />A <br />T <br />C <br />H <br />I <br />N <br />G <br />OLD SILT <br />FENCING <br />E <br />D <br />G <br />E <br /> <br />O <br />F <br /> <br />W <br />A <br />T <br />E <br />R <br />2 <br />0 <br />2 <br />2 <br />. <br />0 <br />3 <br />. <br />3 <br />0 <br />P <br />E <br />R <br />M <br />A <br />N <br />E <br />N <br />T <br /> <br />D <br />O <br />C <br />K <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />G-C <br />G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C G-C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />G <br />- <br />C <br />C <br />- <br />C <br />C <br />- <br />C <br />C <br />- <br />C <br />C <br />- <br />C <br />C <br />- <br />C <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />2 <br />4 <br />" <br /> <br />C <br />M <br />P <br />2 <br />4 <br />" <br /> <br />C <br />M <br />P <br />1 <br />8 <br />" <br /> <br />C <br />M <br />P <br />>> <br />>> <br />>> <br />>> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />4 <br />" <br /> <br />D <br />. <br />T <br />. <br />( <br />T <br />Y <br />P <br />. <br />) <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />O <br />U <br />C <br />L <br />V <br />T <br />I <br />= <br />9 <br />3 <br />5 <br />. <br />3 <br />5 <br />JENNINGS BAY <br />GRAVEL <br />BI <br />T <br />U <br />M <br />I <br />N <br />O <br />U <br />S <br /> <br />R <br />O <br />A <br />D <br />W <br />A <br />Y <br />BIT. <br />PATCHING <br />OLD SILT <br />FENCING <br />EDGE OF WATER <br />2022.03.30 <br />PERMANENT DOCK <br />STRUCTURE <br />INVERT COULDN'T BE FOUND. <br />LOCATION SHOWN IS ASSUMED. <br />24" CMP <br />24" CMP <br />18" CMP <br />4" D.T. <br />(TYP.) <br />4739 TONKAVIEW CT <br />0+00 <br />1+00 <br />2+00 <br />B <br />P <br />: <br /> <br />0 <br />+ <br />0 <br />0 <br />. <br />0 <br />0 <br />PI <br />: <br /> <br />2 <br />+ <br />2 <br />3 <br />. <br />6 <br />1 <br />PI <br />: <br /> <br />2 <br />+ <br />3 <br />3 <br />. <br />7 <br />6 <br />NO <br />R <br />T <br />H <br /> <br />S <br />H <br />O <br />R <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />94 <br />9 <br />94 <br />8 <br />94 <br />6 <br />94 <br />1 <br />9 <br />4 <br />5 <br />940 <br />9 <br />5 <br />0 <br />9 <br />5 <br />5 <br />9 <br />6 <br />0 <br />9 <br />3 <br />5 <br />93 <br />0 <br />93 <br />0 <br />92 <br />9 <br />96 <br />5 <br />97 <br />0 <br />97 <br />5 <br />98 <br />0 <br />98 <br />5 <br />98 <br />5 <br />94 <br />0 <br />93 <br />5 94 <br />5 950 955 <br />960 <br />97 <br />0 <br />965 <br />97 <br />5 <br />98 <br />0 <br />9 <br />8 <br />5 <br />98 <br />4 <br />56 <br />. <br />0 <br />0 <br />35 <br />. <br />0 <br />0 <br />5 <br />3 <br />. <br />0 <br />0 <br />53 <br />. <br />0 <br />0 <br />5 <br />6 <br />. <br />0 <br />0 <br />50 <br />. <br />0 <br />0 <br />47 <br />. <br />0 <br />0 <br />5 <br />0 <br />. <br />0 <br />0 <br />44 <br />. <br />0 <br />0 <br />4 <br />7 <br />. <br />0 <br />0 <br />41 <br />. <br />0 <br />0 <br />4 <br />4 <br />. <br />0 <br />0 <br />38 <br />. <br />0 <br />0 <br />4 <br />1 <br />. <br />0 <br />0 <br />3 <br />8 <br />. <br />0 <br />0 <br />4 <br />1 <br />. <br />0 <br />0 <br />44 <br />. <br />0 <br />0 <br />4 <br />4 <br />. <br />0 <br />0 <br />47 <br />. <br />0 <br />0 <br />4 <br />7 <br />. <br />0 <br />0 <br />50 <br />. <br />0 <br />0 <br />5 <br />0 <br />. <br />0 <br />0 <br />53 <br />. <br />0 <br />0 <br />56 <br />. <br />0 <br />0 <br />5 <br />3 <br />. <br />0 <br />0 <br />56 <br />. <br />0 <br />0 <br />95 <br />094 <br />794 <br />5 <br />94 <br />4 <br />94 <br />2 94 <br />3 <br />94 <br />0 <br />93 <br />9 <br />93 <br />8 <br />93 <br />7 <br />936 <br />2638 SHADOW LANE, SUITE 200 <br />CHASKA, MINNESOTA 55318 <br />Phone: (952) 448-8838 <br />Email: Chaska@bolton-menk.com <br />www.bolton-menk.comR <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />ROBERT E. BEAN, JR <br />40410 06/14/2022 <br />REB <br />DDS <br />JJW <br />SHEET <br /> B <br />o <br />l <br />t <br />o <br />n <br /> <br />& <br /> <br />M <br />e <br />n <br />k <br />, <br /> <br />I <br />n <br />c <br />. <br /> <br />20 <br />2 <br />2 <br />, <br />A <br />l <br />l <br /> <br />R <br />i <br />g <br />h <br />t <br />s <br /> <br />R <br />e <br />s <br />e <br />r <br />v <br />e <br />d <br />c H: <br />\ <br />O <br />R <br />N <br />O <br />\ <br />0 <br />C <br />1 <br />1 <br />2 <br />6 <br />6 <br />3 <br />6 <br />\ <br />C <br />A <br />D <br />\ <br />C <br />3 <br />D <br />\ <br />1 <br />2 <br />6 <br />6 <br />3 <br />6 <br />C <br />6 <br />0 <br />1 <br />. <br />d <br />w <br />g <br /> 6/ <br />1 <br />4 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br />2 <br />: <br />4 <br />2 <br />: <br />2 <br />8 <br /> <br />P <br />M <br />DESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />OF <br />CITY OF ORONO, MINNESOTA <br />NORTH SHORE DRIVE REVINE STABILIZATION <br />0C1126636 7 <br />PLAN & PROFILE <br />STA. X+XX - STA. X+XX <br />7 <br />FEETSCALE <br />0 10 20 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />NORTH SHORE RAVINE <br />LEGEND <br />TEMPORARY ACCESS <br />TURF REINFORCEMENT MAT & SEED MIX 36-211 <br />GABION WALL GRADE CONTROL STRUCTURE (PLAN) <br />R <br />FIELD LOCATE ACCESS WITH <br />CITY PRIOR TO ANY WORK <br />FIELD LOCATE END OF 24" RCP STORM SEWER AND <br />EXTEND AS NECESSARY TO PROPOSED SLOPE. INSTALL <br />NEW 24" RCP APRON AND RIPRAP. COORDINATE <br />IMPROVEMENTS WITH CITY PRIOR TO ANY WORK AND <br />REVISE LAYOUT AND ELEVATION OF IMPROVEMENTS AS <br />NECESSARY TO ACCOMMODATE EXISTING CONDITIONS. <br />EASEMENT LINE <br />EASEMENT LINE <br />CONTRACTOR SHALL <br />PROVIDE TRAFFIC CONTROL <br />AS REQUIRED BY HENNEPIN <br />COUNTY, INCLUDING <br />FLAGGERS. (INCIDENTAL) <br />TREE TRIMMING AND BRUSH <br />REMOVAL IS INCIDENTAL. <br />REMOVE AND DISPOSE <br />TRASH AND DEBRIS <br />EXCESS MATERIAL SHALL BE <br />REMOVED AND DISPOSED OF <br />BY THE CONTRACTOR <br />ALL WORK MUST REMAIN <br />IN THE EASEMENT