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900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />908.40908.325+00 908.87908.9909.44909.325+50 910.10910.0910.86910.626+00 911.65911.4912.45912.126+50 913.25913.0914.06913.827+00 914.89914.5915.73915.327+50 916.59916.3917.45917.328+00 918.33918.3919.23919.128+50 920.13920.0921.05920.929+00 921.98921.8922.92922.829+50 923.87923.7924.81924.630+00 925.76925.5926.68926.330+50 927.56927.2928.41928.231+00 929.22929.1929.98929.931+50 930.71930.7931.40931.432+00 932.05932.0932.66932.632+50 <br />3.18% <br />3.78% <br />EL: 934.23 <br />A = -2.83% <br />K = 159.11 <br />L=450' <br />VPI: 25+10.09 <br />EL: 908.00 <br />A = 2.68% <br />K = 65.27 <br />L=175' <br />VPI: 27+94.23 <br />EL: 917.04 <br />A = 0.60% <br />K = 488.10 <br />L=291.74'VPC: 30+24.30EL: 925.73VPT: 25+97.59EL: 910.78VPT: 29+40.10EL: 922.55VPC: 26+48.36EL: 912.3925+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00PT: 26+12.53PC: 28+11.49PT: 30+21.70PC: 32+23.64GGCCLVTCLVTCWSGCLVTCLVTCCLVTCLVTCLVTCLVTXXXXXXXXXXXXXSRIM 927.48INVINVINVINVINVINVSRIM 918.84INVINVINVINVINVINV <br />SRIM 915.94INVINVINVINVINVINV <br />SRIM 914.99INVINVINVINVINVINV <br />L =163.22 R =2 4 99 4.0 0 Δ =0 °22'27"L =21 0 .21 R =2 0 0 0 6.0 0 Δ =0 °36'0 7"L =1 0 5.5 8 R =2 0 0 0R <br />C6.04STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT.SKILES LNSKILES LNFOREST LNROW (TYP.) <br />2 <br />3 <br />3 <br />2 <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 />7CONSTRUCTION LIMITS (TYP.)200'ROWPROPOSED ℄ 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 />WETLAND WETLAND <br />CONCRETE FLUME <br />10 SF 6" CONCRETE WALK <br />1 EA CASTING ASSEMBLY (R-3262-4) <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 4:28:37 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 />MATCH EXISTING <br />CURB & GUTTER <br />MATCH EXISTING <br />CURB & GUTTER <br />MATCH EXISTING <br />CURB & GUTTER