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1 1 <br />4 <br />TABULATIONS <br />3 PAVEMENT REMOVAL FOR MEDIAN CONSTRUCTION. <br /> MIXTURE AT A DENSITY OF 113 LBS/SY-IN. <br /> PAVEMENT. USE SPWEB340B BITUMINOUS <br /> ASSUMED TO BE 6" THICK BITUMINOUS <br />2 MATCH EXISTING PAVEMENT THICKNESS <br /> CURB RAMPS, AND CURB AND GUTTER. <br /> UNDER ALL NEW SIDEWALK, PEDESTRIAN <br />1 PLACE 3" AGGREGATE BASE (CV) CLASS 5 <br />NOTES:File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:Default\\hrgreen.com\HRG\Data\2018\181582\CAD\Road_Design\sheets\CD191801_tb01.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 />MJM BAJ <br />41 <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 />1/19/2021 1/19/2021JORDAN R HOREJSI <br />52241 <br />JRH <br />PW-20-0103 <br />MJM <br />CITY OF ARDEN HILLS <br />IMPROVEMENTS <br />& DRAINAGE <br />2020 PAVEMENT <br />SAP 062-650-014