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6' <br />3' <br />3.6'R <br />2.6'R <br />4.9'R <br />4.3'R <br />4.4'R 3.3'R <br />20 <br />SCALE IN FEET <br />41 <br />CONSTRUCTION PLANS & PROFILES <br />31 <br />MATCHLINE (SEE SHEET )32 <br />33 <br /> 2-NO. 4 X 12" REBAR (EPOXY COATED). <br />6. ALL NEW CURB AND GUTTER SHALL BE TIED TO EXISTING USING <br /> CONTROL POINTS FOR CURB AND GUTTER AND ADA. <br />5. SEE GUTTER CONTROL POINTS TABLE ON SHEET FOR STAKING <br />4. ALL NEW SIDEWALK JOINTS SHALL BE SAWCUT, INCIDENTAL. <br />3. ALL RAMP FLARES ARE TO BE CONCRETE, UNLESS OTHERWISE NOTED. <br />2. SEE STANDARD PLAN SHEETS FOR ADDITIONAL DETAILS. <br /> SEPARATELY IN AN INDEPENDENT CONCRETE POUR. <br /> SURFACE (>5% LONGITUDINAL SLOPE), SHALL BE FORMED AND PLACED <br />1. ALL INITIAL LANDINGS REQUIRED AT THE TOP OF RAMPED SLOPED <br />GENERAL NOTES: <br />2 TRANSITION CURB SLOPE TO DRAIN TO VALLEY GUTTER. <br />1 POUR 3" CONCRETE BASE AND INSTALL SALVAGED CASTING. <br />NOTES: <br />T <br />0+001+00CASTING <br />INSTALL <br />GUTTER, 18 LF <br />B612 CURB AND GUTTER, 9 LF <br />B612 CURB AND <br />WALK, 201 SF <br />4" CONCRETE <br />WALK, 232 SF <br />4" CONCRETE <br />WALK, 47 SF <br />4" CONCRETE <br />WALK, 46 SF <br />4" CONCRETE <br />{ ENTRANCE <br />FF <br />TREE <br />PROTECT <br />TREE <br />PROTECT <br />LIMITS (TYP.) <br />CONSTRUCTION <br />(ADA), 18 LF <br />CURB AND GUTTER <br />BEGIN CONCRETE <br />GUTTER, 51 LF <br />BEGIN B612 CURB AND <br />28 LF <br />GUTTER, <br />CURB AND <br />BEGIN B612 <br />20 LF <br />GUTTER (ADA), <br />CURB AND <br />BEGIN CONCRETE <br />6" <br />6" <br />0"0" <br />190180 <br />181 <br />0"0" <br />6"6" <br />191 <br />153 SF <br />(ADA), <br />WALK <br />CONCRETE <br />WALK, 15 SF <br />4" CONCRETE <br />304 <br />334 <br />341 <br />342 <br />344 <br />326 <br />323 <br />348 <br />345 <br />GUTTER, 174 LF <br />BEGIN B612 CURB AND <br />309 <br />GUTTER, 109 LF <br />BEGIN B618 CURB AND <br />300 <br />1 <br />346 <br />347 <br />325 <br />324 <br />322 340 <br />343 <br />339 <br />338 <br />337 <br />336 <br />335 <br />321 <br />303 <br />302 <br />301 <br />F <br />S <br />2 <br />S <br />PIPE SEWER <br />4" PERF PE <br />WALK, 146 SF <br />4" CONCRETE <br />WALK, 144 SF <br />4" CONCRETE <br />320 <br />R 9.7' <br />R 17.1' <br />2' <br />6"0" <br />ASSEMBLY <br />CASTING <br />RAMP WALK, 87 SF <br />CONCRETE CURB <br />76 SF <br />RAMP WALK <br />CONCRETE CURB <br />20 LF <br />GUTTER, <br />CURB AND <br />BEGIN B618 <br />+29 <br />69 LF <br />SILL, <br />CONCRETE <br />BEGIN <br />+60 <br />21 LF <br />GUTTER, <br />6" VALLEY <br />BEGIN <br />+49 <br />22 LF <br />BEGIN CONCRETE SILL, <br />CURB AND GUTTER (ADA) <br />END DEPRESSED File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:CP01\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_cp01.dgn2/8/2022Last 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 />JRH JRH <br />42 <br />TYPED 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 <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 />2/8/2022 2/8/2022JORDAN R HOREJSI <br />52241 <br />JRH <br />PW-20-0103 <br />MJM <br />CITY OF ARDEN HILLS <br />PARKING LOT <br />CITY HALL <br />PW-20-0103 <br />CONTROL POINTS AT GUTTER FLOW LINEXXX <br />TRUNCATED DOMES (SEE STANDARD PLATE 7038) <br />CONSTRUCT CONCRETE CURB & GUTTER <br />X"CURB HEIGHT <br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL <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 />DRAINAGE FLOW ARROW <br />LEGEND <br />F <br />4" CONCRETE WALK <br />TIP-OUT CURB <br />S <br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL <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 />(6" CONCRETE TO FACILITATE REBAR) <br />AND MAX 2.0% SLOPE IN ALL DIRECTIONS <br />LANDING AREA - 4' X 4' MIN. DIMENSIONS <br />(6" CONCRETE) <br />CONCRETE CURB RAMP WALK (ADA)