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SCL <br />SCL SCLSCL SCL <br />S <br />C <br />L <br />SC <br />L <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SCL <br />SC <br />LSCLSCLSCLSCLSCL SCLSCLSCL6 <br />0 <br />0 <br />+ <br />0 <br />0 <br />601+00 <br />601+62.65BP: 600+00.00PC: 600+08.22PT: 600+27.61PI: 601+54.34EP: 601+62.65SAWCUT AND MATCH EXISTING <br />BITUMINOUS PAVEMENT (TYP)10'910915907908909911912913914 <br />910915906907908909911912913914R25'CLEAR AND GRUB TREE <br />R20'R1 <br />0 <br />' <br />4 <br />.6% <br />1. <br />8 <br />% <br />4. <br />7 <br />% <br />905 <br />910 <br />915 <br />920 <br />905 <br />910 <br />915 <br />920 <br />600+00 601+00 602+00914.3913.6912.6911.0909.1907.4907.6914.44913.69912.44910.77909.03907.87907.50-1.72%-3.44% <br />-1.00% <br />-7.05 <br />% <br />-0.49%VPI: 600+00.00EL: 914.44VPI: 600+08.22EL: 914.30VPI: 601+54.34EL: 907.48VPI: 601+62.65EL: 907.40VPI: 600+41 <br />EL: 913.17 <br />A = -3.60% <br />K = 13.87 <br />L=50' <br />VPI: 601+19.26 <br />EL: 907.65 <br />A = 6.56% <br />K = 7.62 <br />L=50'VPC: 600+16EL: 914.03VPT: 601+44.26EL: 907.53VPT: 600+66EL: 911.41VPC: 600+94.26EL: 909.42600+50 <br />906 <br />908 <br />910 <br />912 <br />914 <br />916 <br />918 <br />906 <br />908 <br />910 <br />912 <br />914 <br />916 <br />918 <br />-6.0912.816.0912.17.2% <br />1:14 1.50%-4.0% <br />1:25 <br />-30 -20 -10 CL +10 +20 +30912.6912.44-17.6908.116.0907.21.5%1:66 1.50%-9.1% <br />1:11 <br />601+25 <br />902 <br />904 <br />906 <br />908 <br />910 <br />912 <br />914 <br />902 <br />904 <br />906 <br />908 <br />910 <br />912 <br />914 <br />-30 -20 -10 CL +10 +20 +30907.4907.87-6.0909.316.0908.65.5% <br />1:18 1.50%-4.5% <br />1:22 <br />601+00 <br />904 <br />906 <br />908 <br />910 <br />912 <br />914 <br />916 <br />904 <br />906 <br />908 <br />910 <br />912 <br />914 <br />916 <br />-30 -20 -10 CL +10 +20 +30909.1909.03RC6.02 <br />TRAIL EXTENSION PLAN & PROFILEFEETSCALE <br />0 10 20 <br />HORZ. <br />SHEET <br /> Bolton & Menk, Inc. 2026, All Rights ReservedcH:\LTCANADA_CI_MN\26X142412000\CAD\C3D\142412C601.dwg 3/4/2026 2:49:38 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO.LITTLE CANADA, MINNESOTA <br />SPOONER PARKING LOT EXPANSION <br />24X.142412.000 <br />BID 02/25/2026 <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 />ERIC SEABURG <br />53712 02/25/2026 <br />CRN <br />EJV <br />EJS <br />R <br />3507 HIGH POINT DRIVE NORTH, <br />BLDG. 1 SUITE E130 <br />OAKDALE, MN 55128 <br />Phone: (651) 704-9970 <br />Email: Oakdale@bolton-menk.com <br />www.bolton-menk.com <br />FEETSCALE <br />0 5 10 <br />VERT. <br />SODDING, TYPE LAWN <br />EROSION CONTROL LEGEND <br />INLET PROTECTION (ERO-4B) <br />SEDIMENT CONTROL LOGSCL <br />NOTES: <br />1.RESTORE ALL DISTURBED AREAS WITH 4" TOPSOIL <br />BORROW AND SODDING, TYPE LAWN. <br />2.SEE SHEET C6.03 FOR PAVEMENT MARKING PLAN