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875 <br />880 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />875 <br />880 <br />885 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />885.22+50 885.4885.76885.83+00 886.13886.3886.50886.83+50 886.87887.2887.24887.54+00 887.61887.8887.99888.04+50 888.40888.2888.84888.65+00 889.31889.1889.80889.65+50 890.33890.1890.89890.66+00 891.48891.3892.10891.96+50 892.74892.6893.41893.37+00 894.08894.0894.76894.77+50 895.43895.5896.10896.28+00 896.77896.8897.45897.58+50 898.14898.1898.85898.89+00 899.57899.8900.32900.69+50 901.08901.1901.85901.910+00 <br />1.48% <br />2.69% <br />3.10%VPI: 2+76.76EL: 885.41VPI: 5+56.98 <br />EL: 889.57 <br />A = 1.20% <br />K = 208.20 <br />L=250' <br />VPI: 9+08.25 <br />EL: 899.01 <br />A = 0.42% <br />K = 359.35 <br />L=150'VPT: 6+81.98EL: 892.93VPT: 9+83.25EL: 901.33VPC: 4+31.98EL: 887.72VPC: 8+33.25EL: 896.993+00 <br />4+00 5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+00PT: 4+76.44GCLVTCLVTCCLVTCLVTCLVTCLVTUGCLVTXXX <br />L =2 6 4 .3 9 R =5 5 0 .4 8 Δ =2 7 °31 '1 0 "RC6.01STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />ROW (TYP.) <br />STA 3+25, LT <br />END "GUTTER IN" CURB <br />10' TRANSITION TO "GUTTER OUT" CURB <br />STA 3+35, LT <br />BEGIN "GUTTER OUT" CURB <br />2 <br />2 <br />1 <br />2 <br />1 <br />4 <br />2 <br />1 <br />2 <br />SNELLING AVE <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 />7 <br />8 <br />8 <br />STA 6+25 <br />END B618 CURB <br />BEGIN B418 CURB <br />STA 8+50 <br />END B418 CURB <br />BEGIN B618 CURB8.2 CY AGGREGATE <br />SURFACING CLASS 2 <br />STA 2+74.10 <br />BEGIN CONSTRUCTION <br />SAP 187-111-003 <br />E <br />X <br /> <br />" <br />G <br />O <br />A <br />T <br /> <br />P <br />A <br />T <br />H <br />"200'ROW4' CURB TAPER <br />CONSTRUCTION LIMITS (TYP.) <br />7 <br />PROPOSED ℄ PROFILE <br />EXISTING PROFILE AT PROPOSED ℄ <br />4.3 CY AGGREGATE <br />SURFACING CLASS 2 <br />MnDOT ROW <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 4:28:11 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 />10' CURB TAPER <br />8 <br />WETLAND <br />WETLAND <br />WETLAND