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DDD10'10'File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:INT02\\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 />TRAFFIC FLOW ARROW <br />DESIGN B612 (MOD) <br />CONSTRUCT CONCRETE CURB & GUTTER <br />LEGEND <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 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 <br />F <br />DRAINAGE FLOW ARROW <br />STORM DRAIN INLET PROTECTION <br />13 14 <br />RAMP <br />DIRECTIONAL <br />ONE-WAY <br />RAMP <br />DIRECTIONAL <br />ONE-WAYRTE 37 TRAILFLORAL PARK TRAILHAMLINE AVE. <br />200 <br />201 <br />203 <br />206 <br />207 <br />208 <br />209 <br />212214 <br />215 <br />211 <br />CONSTRUCTION LIMITS (TYP.) <br />0"0" <br />0"0" <br />F <br />F <br />6"6" <br />6"6" <br />204 <br />210213 <br />202 <br />205 <br />{ HAMLINE <br />6"6" <br />216 217 <br />6"6" <br />4' SHOULDER <br />12' LANE <br />12' TURN LANE <br />12' LANE <br />4' SHOULDER <br />RIGHT OF WAY <br />ESTIMATED <br />RIGHT OF WAY <br />ESTIMATED <br />STA 13+79.68 <br />HAMLINE AVE (CSAH 50) <br />END SAP 062-650-014 <br />20 <br />SCALE IN FEET <br />28 <br />32 <br />11 <br />CONSTRUCTION PLANS <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 /> <br /> CONCRETE APPROACH NOSE DETAIL <br />1 MNDOT STANDARD PLATE 7113 <br />NOTES: