2494F02490631064FRW201 C5010249063106 1 5 VERT RODNEY HAYZLETT PE 804 3239900 JOHNSON MIRMIRAN THOMPSON JOHNSON MIRMIRAN THOMPSON 804 3239900 d52414004FdgnPlotted By cronin41000 ID: 897221
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1 249 4F 0249-063-106 4F RW-201, C-501 024
249 4F 0249-063-106 4F RW-201, C-501 0249-063-106 SCALE: 1" = 25' HORZ. 1" = 5' VERT. RODNEY HAYZLETT P.E. (804) 323-9900 JOHNSON, MIRMIRAN & THOMPSON JOHNSON, MIRMIRAN & THOMPSON (804) 323-9900 d52414004F.dgn Plotted By: cronin 4:10:00 PM d52414004F.dgn PROJECT MANAGER SURVEYED BY DESIGN SUPERVISED BY DESIGNED BY VA. STATE ROUTE PROJECT VA. REVISED STATE STATE ROUTE PROJECT SHEET NO. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT PROJECT SHEET NO. ALIGNMENT DATA ALONG CURB RETURNS SEE PLAN SHEET 1D(2) FOR HORIZONTAL NW CURB RETURN SW CURB RETURN NE CURB RETURN SE CURB RETURN DAVID BURCH LS (804) 524-6157 ADAM BROOKS (804) 524-6248 ROADWAY ENGINEER Richmond, Virginia Johnson, Mirmiran & Thompson HYDRAULICS ENGINEER Richmond, Virginia Johnson, Mirmiran & Thompson 40+00.00 41+00.00 150_ 155_ 160_ 165_ 160.00 160.63 161.17 161.19 161.29 161.45 10+00.00 11+00.00 150_ 155_ 160_ 165_ 162.19 162.25 161.61 162.47 162.65 163.01 163.50 163.80 30+00.00 31+00.00 150_ 155_ 160_ 165_ 162.61 162.62 162.08 161.13 160.70 161.42 161.23 161.00 20+00.00 21+00.00 150_ 155_ 160_ 165_ 162.36 162.30 162.20 162.23 162.29 162.34 163.11 160.91 STA = 40+45.00 EL = 161.54 +1.40% +2.89% L = 26.00 K = 17 ex = 0.05' STA = 40+90.00 EL = 162.84 -0.17% L = 38.00 K = 12 ex = -0.15' SSD = 371' 162.75 160.91 161.26 161.70 162.40 162.79 162.78 162.78 STA = 30+16.60 EL = 162.83 +0.30% -0.74% L = 15.00 K = 14 ex = -0.02' SSD = 1041' STA = 30+92.00 EL = 162.27 -2.59% L = 23.00 K = 12 ex = -0.05' SSD = 595' STA = 31+28.00 EL = 161.33 -0.79% L = 48.00 K = 27 ex = 0.11' 160.90 162.78 162.77 162.58 162.40 162.06 161.50 161.16 160.96 162.64 STA = 10+90.00 EL = 162.82 +0.20% -1.78% L = 24.00 K = 12 ex = -0.06' SSD = 556' STA = 11+36.83 EL = 161.98 -0.20% L = 42.00 K = 27 ex = 0.08' 161.89 162.64 162.69 162.74 162.79 162.64 162.21 161.97 161.91 161.94 STA = 20+50.00 EL = 162.07 +0.26% +1.59% L = 35.00 K = 26 ex = 0.06' STA = 20+85.00 EL = 162.63 +0.30% L = 16.00 K = 12 ex = -0.03' SSD = 845' 162.85 161.94 162.01 162.13 162.47 162.67 162.75 162.82 V = 20mph V = 25mph Sta. 40+00.00 Begin Constr. NW Return End Constr. NW Return Sta. 41+44.09 Begin Constr. NE Return Sta. 30+00.00 End Constr. NE Return Sta. 31+82.96 End Constr. SW Return Sta. 11+84.18 Begin Constr. SW Return Sta. 10+00.00 End Constr. NW Return Sta. 21+59.66 Begin Constr. SE Return Sta. 20+00.00 V= 25mph V= 25mph V= 25mph V= 25mph V= 25mph V= 25mph