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DSSDDFile:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:INT01\\hrgreen.com\HRG\Data\2018\181582\CAD\Road_Design\sheets\CD181582_int01.dgn1/19/2021Last Saved:PenTbl:hrg.tblSHEET <br />OF <br />DESIGNED CHECKED <br />APPROVED <br />JOB NO. <br />DRAWN <br />DATE <br />NO.APR.DATEBYREVISIONS <br />SHEET OF <br />P: 651.644.4389 F: 651.644.9446 <br />ST. PAUL, MINNESOTA 55114-1052 <br />2550 UNIVERSITY AVENUE W., SUITE 400N <br />COURT INTERNATIONAL BUILDING <br />MJM <br />MJM JRH <br />BAJ <br />41 <br />52241 <br />1/19/20211815821/19/2021 JORDAN R HOREJSITYPED NAME DATE <br /> LIC. NO. <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CITY OF ARDEN HILLS <br />(CSAH 50) <br />HAMLINE AVE <br />SAP 062-650-014 <br />LEGEND <br />TRAFFIC FLOW ARROW <br />REMOVE AND REPLACE BITUMINOUS PAVEMENT <br />DESIGN B612 (MOD) <br />CONSTRUCT CONCRETE CURB & GUTTER <br />TRUNCATED DOMES (SEE STANDARD PLATE 7038) <br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL <br /> <br />AND MAX 2.0% SLOPE IN ALL DIRECTIONS <br />LANDING AREA - 4' X 4' MIN. DIMENSIONS <br />XXX <br />CURB HEIGHTX" <br />BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM <br />IN THE DIRECTION SHOWN AND CROSS SLOPE <br />SHALL NOT EXCEED 2.0% <br />BE GREATER THAN 2.0% AND LESS THAN 5.0% <br />IN THE DIRECTION SHOWN AND CROSS SLOPE <br />SHALL NOT EXCEED 2.0% <br />CONTROL POINTS AT GUTTER FLOW LINE S <br />F <br />DRAINAGE FLOW ARROW <br />STORM DRAIN INLET PROTECTION <br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL <br />0 1 2 <br />RAMP <br />FAN <br />HAMLINE AVE.WYNCREST COURT120 <br />121 <br />124 <br />126 <br />127 <br />128 <br />129 <br />131132 <br />134 <br />135 <br />100 <br />101 <br />140 <br />141 <br />110 150 <br />6" <br />0" <br />0"6" <br />0"0" <br />111 <br />CONSTRUCTION LIMITS (TYP.) <br />CONSTRUCTION LIMITS (TYP.) <br />CONSTRUCTION LIMITS (TYP.) <br />CONSTRUCTION LIMITS (TYP.) <br />CONSTRUCTION LIMITS (TYP.) <br />151 <br />0"0" <br />0"0" <br />RAMPS <br />DIRECTIONAL <br />ONE-WAY <br />5' WALK <br />{ HAMLINE CL <br />FSS 6"4" <br />6"4" <br />125122 <br />133 130 <br />6"6" <br />6" <br />6" <br />3' <br />123 <br />6"6" <br />F <br />F 10' <br />RAMP <br />PERPENDICULAR <br />TIERED <br />6" <br />6" <br />6"6"F137 <br />136 <br />12' LANE <br />4' SHOULDER <br />12' TURN LANE <br />12' LANE <br />4' SHOULDER <br />RIGHT OF WAY <br />ESTIMATED <br />RIGHT OF WAY <br />ESTIMATED <br />RIGHT OF WAY <br />ESTIMATED <br />RIGHT OF WAY <br />ESTIMATEDRIGHT OF WAYESTIMATEDRIGHT OF WAYESTIMATEDSTA 0+58.49 <br />HAMLINE AVE (CSAH 50) <br />BEGIN SAP 062-650-014 <br />1 3 <br />27 <br />20 <br />SCALE IN FEET <br />1 <br />1 <br />4. NEW SIDEWALK JOINTS SHALL BE SAWCUT, INCIDENTAL. <br /> WITH THE OUTSIDE EDGE OF TRUNCATED DOMES. <br />3. THE OUTSIDE EDGE OF CROSSWALK MARKINGS SHALL LINE UP <br />2. ALL PERPENDICULAR RAMPS ARE 4' LONG UNLESS OTHERWISE NOTED. <br /> AND A RUNNING SLOPE THAT DOES NOT EXCEDD 8.3%. <br /> ROUTE WITH A CROSS SLOPE THAT DOES NOT EXCEDD 2.0% <br /> MAINTAINING A 4' WIDE (MINIMUM) PEDESTRIAN ACCESS <br />1. LANDINGS SHALL BE CONNECTED TO EXISTING SIDEWALKS <br />GENERAL NOTES: <br /> CONCRETE APPROACH NOSE DETAIL <br />1 MNDOT STANDARD PLATE 7113 <br />NOTES: <br />CONSTRUCTION PLANS