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MAILBOX6' <br />19' <br />27' <br />6'R <br />6.7'R <br />3.3'R <br />3.3'R <br />4'R <br />4'R <br />10' <br />20 <br />SCALE IN FEET <br />2 4 <br />CONSTRUCTION PLANS & PROFILES <br />32 <br />27 <br />MATCHLINE (SEE SHEET )31 <br />26 <br />26 <br />33 <br /> 2-NO. 4 X 12" REBAR (EPOXY COATED). <br />4. ALL NEW CURB AND GUTTER SHALL BE TIED TO EXISTING USING <br /> CONTROL POINTS FOR CURB AND GUTTER AND ADA. <br />3. SEE GUTTER CONTROL POINTS TABLE ON SHEET FOR STAKING <br />2. ALL NEW SIDEWALK JOINTS SHALL BE SAWCUT, INCIDENTAL. <br />1. SEE STANDARD PLAN SHEETS FOR ADDITIONAL DETAILS. <br />GENERAL NOTES: <br />4 TRANSITION CURB SLOPES TO DRAIN TO VALLEY GUTTER. <br />3 SEE SHEET FOR INSTALLING RIPRAP CLASS II DETAIL. <br />2 SEE SHEET FOR 6" VALLEY GUTTER DETAIL. <br />1 SEE SHEET FOR CONCRETE FLUME DETAIL. <br />NOTES:2+00TREE <br />PROTECT <br />TREE <br />PROTECT <br />CONCRETE FLUME <br />CONCRETE FLUME <br />CONCRETE FLUME <br />RIPRAP <br />INSTALL RANDOM <br />RIPRAP <br />INSTALL RANDOM <br />RIPRAP <br />INSTALL RANDOM <br />GUTTER, 14 LF <br />B612 CURB AND <br />GUTTER, 11 LF <br />B612 CURB AND <br />GUTTER <br />6" VALLEY <br />GUTTER <br />6" VALLEY <br />{ ENTRANCE <br />TREE <br />PROTECT <br />1 <br />1 <br />1 <br />LIMITS (TYP.) <br />CONSTRUCTION <br />LIMITS (TYP.) <br />CONSTRUCTION <br />GUTTER, 43 LF <br />BEGIN B612 CURB AND GUTTER, 18 LF <br />BEGIN B612 CURB AND <br />GUTTER, 46 LF <br />BEGIN B618 CURB AND <br />327 <br />330 <br />331 <br />333 <br />315 <br />311 <br />3 <br />3 <br />3 <br />2 <br />2 <br />GUTTER, 46 LF <br />END B618 CURB AND <br />GUTTER, 174 LF <br />END B612 CURB AND <br />103 LF <br />GUTTER, <br />CURB AND <br />BEGIN B618332 <br />329 <br />328 <br />319 <br />316 <br />318 <br />317 <br />312 <br />305 <br />306 <br />308 <br />307 <br />313 314 <br />310 <br />0.02 <br />0.01 <br />0.00 <br />314A <br />F 319A <br />400 <br />401 <br />402 <br />403 <br />404 <br />405 <br />6" <br />4 <br />INVERT ELEV = 960.00 <br />CONCRETE HEADWALL <br />4" PRECAST <br />PIPE SEWER <br />4" PERF PE <br />BIKE PAD <br />PROTECT CONCRETE <br />0" <br />+94 <br />+28 <br />+46 <br />19 LF <br />GUTTER, <br />6" VALLEY <br />BEGIN <br />92 LF <br />CONCRETE SILL <br />BEGIN <br />WALK, 443 SF <br />4" CONCRETE <br />CONCRETE SILL <br />END <br />(ADA), 65 LF <br />CURB AND GUTTER <br />BEGIN DEPRESSEDFile:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:CP02\\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 />CONSTRUCT CONCRETE CURB & GUTTER <br />LEGEND <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 />F <br />PAVEMENT SLOPE <br />PAVEMENT SLOPE TRANSITION <br />TIP-OUT CURB <br />DRAINAGE FLOW ARROW <br />4" CONCRETE WALK <br />(6" CONCRETE TO FACILITATE REBAR) <br />AND MAX 2.0% SLOPE IN ALL DIRECTIONS <br />LANDING AREA - 4' X 4' MIN. DIMENSIONS