Laserfiche WebLink
MB <br />MB <br />MB MB <br />MB <br />MB <br />SP <br />G <br />U <br />U <br />T <br />T <br />T <br />TTT <br />T <br />T <br />T <br />T <br />T <br />TT <br />51+00 <br />900 <br />910 <br />920 <br />50+00 52+00917.854VPI 50+55.000ELEV 917.088-2 <br />. <br />3 <br />2% <br />60.00' VC <br />K = 18 <br />ex = 0.25'VPI 51+45.000ELEV 917.966+0.98%-2 <br />.3 <br />0% <br />60.00' VC <br />K = 18 <br />ex = -0.25'917.264VPC 50+25.00 ELEV 917.78VPT 50+85.00 ELEV 917.38VPC 51+15.00 ELEV 917.67VPT 51+75.00 ELEV 917.27930 <br />GRADING GRADE <br />MNDOT SPEC 2360, (SPWEA340B) <br />1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) <br />CLASS 5, MNDOT SPEC 2211 <br />6.0" AGGREGATE BASE (CV) <br />MNDOT SPEC 2360, (SPWEA340B) <br />1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) <br />TEMPORARY PAVEMENT <br />BYPASS <br />12.0' <br />THRU <br />GRADING GRADE <br />0.02 <br />12.0' <br />THRU <br />{ BYPASS <br />GRADE <br />PROFILE <br />SHLD <br />6.0'1.5' <br />0.02 <br />MATERIAL <br />SUITABLE GRADING <br />EXISTING GROUND <br />BYPASS STA 52+48.3 TO 57+43.1 <br />6" TOPSOIL <br />1:4 <br />12" EXCAVATION - COMMON <br /> INSET <br />TYPICAL SECTION - BYPASS <br />SHLD <br />6.0' <br />0.02 0.02 <br />1:4INSET <br />1.5' 50 51 52 pw:\\srf-pw.bentley.com:srf-pw\Documents\Projects\14000\14411\03_Design\Graphic\14411_gr01_Bypass.dgn7/15/2022 <br />Job #14411 <br />Figure 1 <br />CR E and Old Snelling Ave <br />Staging Options - Bypass Design <br />City of Arden Hills, Ramsey County <br />100050 <br />SCALE IN FEET <br />SNELLING AVE NCR E/LAKE JOHANNA AVE <br />{ BYPASS