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910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />936.91936.940+00 936.52936.5936.08936.140+50 935.60935.6935.07935.141+00 934.51934.6933.90933.941+50 933.25933.2932.56932.542+00 931.82931.8931.042+50 930.2929.343+00 <br />-3.10%VPI: 42+41.87EL: 931.30VPT: 42+36.89EL: 931.4640+00 41+00 42+00 43+00 44+00 45+00 45+70.42PI: 41+38.24PI: 42+30.85PI: 42+52.07PI: 43+60.74PI: 44+64.02EP: 45+70.42GGFFCGGCLVTCLVTCCLVTCLVTGGGGXXXXXXXXXXXSRIM 923.74INVINVINVINVINVINV SRIM 919.29INVINVINVINVINVINVSRIM 919.05INVINVINVINVINVINV70+00 71+00 72+00 73+00 73+31.44 <br />BP: 70+00.00EP: 73+31.44PC: 71+15.83PT: 71+23.70910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />932.270+35 931.56931.370+50 930.87930.4930.18930.171+00 929.46929.0928.59928.271+50 927.55927.1926.36926.272+00 925.14925.4923.93924.472+50 922.59923.1921.273+00 <br />-2.76% <br />-4.87% <br />-2.00%-8.0 <br />0 <br />%VPI: 70+49.41EL: 931.57VPI: 72+61.46EL: 923.37VPI: 72+66.46EL: 923.27VPI: 72+81.46EL: 922.07VPI: 71+49.57 <br />EL: 928.81 <br />A = -2.11% <br />K = 37.91 <br />L=80'VPC: 71+09.57EL: 929.92VPT: 71+89.57EL: 926.87DATELIC. 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 4:28:59 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 RC6.06STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT. <br />EAST TRAIL EDGE PROFILE <br />ROW (TYP.) <br />B618 CURB & GUTTER SPOT REPLACEMENT <br />AS SPECIFIED IN THE FIELD (TYP.) <br />CONSTRUCTION LIMITS (TYP.) <br />1 32 <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 />10 <br />STA 44+73.68 <br />END CONSTRUCTION <br />SAP 187-111-003 <br />PROPOSED ℄ PROFILE <br />STA 41+50 <br />END "TIP OUT" TRAIL <br />BEGIN "TIP IN" TRAIL <br />STA 42+43 SNELLING CL <br />STA 70+50 TRAIL EDGE <br />BEGIN "TIP OUT" TRAIL <br />END "TIP IN" TRAIL <br />EXISTING PROFILE AT PROPOSED ℄ <br />PROPOSED TRAIL EDGE PROFILE <br />EXISTING PROFILE AT PROPOSED TRAIL EDGE <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 />PROTECT EX PED RAMP <br />WETLAND