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10+0011+00C <br />H <br />CLVT <br />C <br />C-DC-DC-DC-DC-DC-DC-D50+00 51+00 52+00BP: 50+00.00EP: 52+00.001 <br />3 <br />+ <br />0 <br />0 <br />1 <br />4 <br />+ <br />0 <br />0 <br />1 <br />5 <br />+ <br />0 <br />0 <br />PC: 1 <br />4 <br />+ <br />9 <br />1. <br />8 <br />8 <br />G <br />G CCCCO <br />OUOUOUOUCCCCGGGPLAN <br />T <br />S <br /> <br />& <br />BLOC <br />K <br /> <br />E <br />D <br />G <br />I <br />N <br />G <br />ROCK LA <br />N <br />D <br />S <br />C <br />A <br />P <br />I <br />N <br />G <br />PLANTS, <br />MULCH, <br />& TRIM <br />PLAN <br />TS, <br />M <br />UL <br />C <br />H, <br />& <br />BL <br />O <br />C <br />K <br />E <br />D <br />GI <br />N <br />G <br />BIT <br />BIT <br />BIT BITBITBRICK PILLARBENCHMARK <br />TNH ELEV: 892.11 <br />BENCHMARKTNH ELEV: 911.30BENCH <br />M <br />A <br />R <br />K <br />TNH E <br />L <br />E <br />V: <br />9 <br />1 <br />1. <br />4 <br />6 <br />15" CMPROCKBIT BITCENTURYLINKC-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-DC-DC-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D C-D C-D C-D C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D C-DCENTURYLINKCLVT <br />G <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DCOMCAS <br />T <br />C-DC-DC-DC- <br />D <br />C-D C-DC-DXCELG-DG-DG-DG-DG-DG-DG-DG-DG-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D G-D G-D G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D <br />G-D G-DG-DG-DG-DG-DG-DG-DG-DXCELS RIM 908.92INVINVINVINVINVINV <br />S60+0 <br />0 <br />61+0 <br />0 <br />62+00 <br />63+00 <br />64+0 <br />0 <br />65+00 <br />66+00 <br />66+71.82BP: <br /> 60+00 <br />.00PI <br />: <br /> 60+88 <br />.46PC: <br /> 61+50 <br />.12PT: 63+28.22PI: 64+07.15PC: 64+75.20PT: 66+03.06EP: 66+71.82890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />50+00 905.22905.250+50 904.52904.5903.83903.851+00 904.01904.0904.10904.151+50 52+00 <br />-2.79% <br />1.00%VPI: 50+44.77EL: 905.37VPI: 51+01.72EL: 903.78VPI: 51+44.74EL: 904.21R <br />R <br />C6.07STREET PLAN & PROFILE <br />CUMMINGS LN & BUSSARD CT <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />6" CONCRETE DRIVEWAY PAVEMENT <br />BITUMINOUS DRIVEWAY/TRAIL <br />6" CONCRETE PEDESTRIAN RAMP <br />GRAVEL DRIVEWAY <br />INSTALL PAVERS <br />R-3501-TL CASTING <br />R-3067-V CASTING <br />INSTALL MAILBOX SUPPORT <br />ADJUST FRAME & RING CASTING <br />RELOCATE MISCELLANEOUS STRUCTURES <br />ADJUST GATE VALVE & BOX <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />9 <br />LEGEND <br />10 <br />INSTALL PAVERS <br />CONCRETE PAVEMENT AS NOTED <br />BITUMINOUS STREET PAVEMENT <br />BITUMINOUS TRAIL/DRIVEWAY AS NOTED <br />GRAVEL DRIVEWAY <br />B618 CURB & GUTTER, UNLESS OTHERWISE NOTED <br />CROSS SLOPE TRANSITION <br />CONCRETE VALLEY GUTTER <br />CONSTRUCTION LIMITS <br />8 <br />11 <br />ROW (TYP.) <br />30 LF SURMOUNTABLE CURB <br />ROW (TYP.) <br />CUM <br />MI <br />N <br />G <br />S <br />L <br />N <br />SN <br />E <br />L <br />L <br />ING <br /> AV <br />E <br />SNELLING AVEBUSSARD CT <br />9 <br />6 <br />9 <br />CONSTRUCTION LIMITS <br />STA 13+19.71 SNELLING AVENUE N CL = STA 60+42.06 CUMMINGS LANE CL <br />GRADE TO DRAIN TO CATCH BASINS <br />BUSSARD CT CL <br />PROPOSED ℄ PROFILE <br />EXISTING PROFILE AT PROPOSED ℄ <br />CONSTRUCTION NOTES: <br />1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH <br />MnDOT STANDARD PLAN 5-297.250. <br />2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS <br />OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL <br />WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD <br />AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE <br />INTERSECTIONS. <br />3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. <br />4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE <br />N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO <br />ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH <br />ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE <br />SYMMETRICAL. <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 />SHEET <br /> Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:29:10 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />12224 NICOLLET AVENUE <br />BURNSVILLE, MINNESOTA 55337 <br />Phone: (952) 890-0509 <br />Email: Burnsville@bolton-menk.com <br />www.bolton-menk.comBRADLEY J. FISHER <br />56595 02/07/2022 <br />SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS <br />SAP 187-111-003 <br />MJW/BJF <br />ALT/BAS <br />BJF <br />0T1.124965 <br />9 <br />11 <br />314 SY FULL RECONSTRUCTION <br />2 <br />WETLAND <br />MATCH EXISTING <br />CURB & GUTTER