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915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />932.66932.632+50 933.23933.1933.76933.733+00 934.25934.2934.70934.533+50 935.12934.9935.49935.334+00 935.83935.7936.12936.134+50 936.38936.4936.62936.735+00 936.85937.0937.09937.135+50 937.33937.2937.57937.436+00 937.80937.6938.04937.836+50 938.23938.0938.38938.237+00 938.49938.3938.56938.537+50 938.59938.5938.57938.538+00 938.51938.4938.41938.438+50 938.27938.2938.08938.139+00 937.85937.9937.58937.739+50 937.27937.3936.91936.940+00 <br />0.95% <br />VPI: 39+36.89 <br />EL: 940.77 <br />A = -4.06% <br />K = 147.97 <br />L=600'HP: 37+77.57EL: 938.59VPC: 36+36.89EL: 937.92VPT: 34+74.30EL: 936.3733+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00PC: 32+23.64PT: 33+29.22PI: 36+55.38CCCCHCXXX X XXXXSRIM 936.33INVINVINVINVINVINVSRIM 933.72INVINVINVINVINVINV <br />L =1 0 5.5 8 R =20 0 0 0.0 0 Δ =0 °1 8 '0 9"RC6.05STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT.ARDEN PLARDEN PLROW (TYP.) <br />2 <br />3 3 <br />2 2 <br />STA 36+00 TO STA 42+40 <br />CROSS SLOPE VARIES FROM 1.0% TO 3.0%, SEE CROSS SECTIONS <br />B618 CURB & GUTTER SPOT REPLACEMENT <br />AS SPECIFIED IN THE FIELD (TYP.) <br />2 <br />2 <br />STA 35+50, LT <br />END "GUTTER OUT" CURB <br />10' TRANSITION TO "GUTTER IN" CURB <br />STA 35+60, LT <br />BEGIN "GUTTER IN" CURB <br />7" CONCRETE GUTTER VALLEY <br />(SEE DETAIL) <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 />9 <br />8 <br />8 <br />8 <br />CONSTRUCTION LIMITS (TYP.) <br />11 <br />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 <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 4:28:45 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