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X X X X X X X XXXll>>ll>>ll>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />CONSTRUCT 5' DIA MANHOLE <br />OVER EXISTING 24" ARCH PIPE <br />SALVAGE AND REINSTALL <br />CHAIN LINK FENCE. <br />REMOVE EXISTING FES <br />AND 10 LF 24" ARCH PIPE <br />REMOVE EXISTING 18" FES. <br />CONSTRUCT MH OVER <br />EXISTING PIPE. <br />REMOVE 290 SF <br />CONCRETE PAVEMENT <br />SALVAGE AND REINSTALL <br />CHAIN LINK FENCE <br />SALVAGE AND REINSTALL MAILBOX <br />UTILITY POLE GUY WIRE. <br />RELOCATED BY OTHERS <br />PROTECT EXISTING CHAIN LINK FENCE <br />Lambert Avenue <br />35' EASEMENT <br />NOTES: <br />1. TREE CLEARING TO BE PERFORMED BY OTHERS. CONTRACTOR <br />SHALL REMOVE STUMPS AS NECESSARY (INCIDENTAL). <br />2. RESTORE INFILTRATION FEATURE WITH 20" OF SELECT <br />GRANULAR BORROW AND 4" OF SELECT GRANULAR BORROW <br />MODIFIED (70% SELECT GRANULAR BORROW, 30% MNDOT <br />COMPOST GRADE 2). FEATURE BOTTOM TO BE 0.5' BELOW <br />GUTTER ELEVATION AT CURB CUT. <br />3. RESTORE DISTURBED AREAS WITH SALVAGED TOPSOIL, SEED <br />MIXTURE 25-151, AND TYPE 5 HYDROMULCH. <br />HOLD UTILITY POLE <br />(BY OTHERS) <br />PROTECT EXISTING CONCRETE CURB AND GUTTER <br />RESTORE INFILTRATION FEATURE <br />(SEE NOTES) <br />REMOVE 50 SF BLOCK RETAINING WALL <br />SALVAGE AND <br />REINSTALL TRAFFIC SIGN <br />PROVIDE FILL OVER PIPE AS <br />DIRECTED BY THE ENGINEER <br />899.20899.30+00898.13894.5898.11897.01+00900.9901.32+00901.8901.73+00900.3900.04+00901.1901.35+00900.56+00 <br />I=893.70 24" SWI=893.70 18" E <br />STA 0+00 <br />R=899.20 <br />MH-1 <br />I=894.03 24" SI=894.03 24" NE <br />STA 0+94 <br />R=897.53 <br />CBMH-2 <br />I=894.93 24" WI=894.93 24" N <br />STA 3+44 <br />R=900.51 <br />MH-3 <br />I=895.73 24" SI=895.73 24" N <br />I=895.73 24" E <br />STA 5+65 <br />R=900.31 <br />MH-4 <br />94' <br />24"RCP <br />@ 0.36% <br />CL.4 <br />250'-24"RCP @ 0.36%CL.4 <br />221' <br />24"RCP <br />@ 0.36% <br />CL.4 <br />FINISH GROUND <br />PROFILE OVER PIPE <br />EXISTING GROUND <br />PROFILE OVER PIPE <br />INSULATE SEWER <br />AND WATER SERVICE <br />(4' X 8', 3" THICK)INSULATE SEWER <br />AND WATER SERVICE <br />(4' X 8', 3" THICK) <br />INSULATE SEWER <br />AND WATER SERVICE <br />(4' X 8', 3" THICK) <br />870 <br />880 <br />890 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />870 <br />880 <br />890 <br />900 <br />910 <br />920 <br />930 <br />940 <br />950 <br />SHEET <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> Bolton & Menk, Inc. 2016, All Rights Reservedc <br />H:\MDVW\N15103964 - MV General\2255 Lambert Avenue\CAD\C3D\103964C501.dwg 10/17/2016 2:01:43 PM <br />DESIGNED <br />DRAWN <br />CHECKED <br />CITY NO. <br />REVISION DATENO. <br />2035 COUNTY ROAD D EAST, SUITE B <br />MAPLEWOOD, MINNESOTA 55109 <br />Phone: (651) 704-9970 <br />Email: Maplewood@bolton-menk.com <br />www.bolton-menk.comR <br />MRW <br />AK <br />MRW CITY OF MOUNDS VIEW, MINNESOTA <br />2255 LAMBERT AVENUE <br />MICHAEL R. WARNER <br />XX/XX/XXXX44693 XXXXXXXXX <br />C5.01FEETSCALE <br />0 10050 <br />HORZ. <br />FEETSCALE <br />0 2010 <br />VERT. <br />STORM SEWER PLAN & PROFILE <br />STORM SEWER SCHEDULE <br />STRUCTURE DIAMETER CASTING <br />MH-1 4'R-1733 <br />CBMH-2 4'R-4342 <br />MH-3 5'R-1733 <br />MH-4 5'R-1733