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City of Carmel #11-09 Road Plans 76
LINE "PR-A" 830 840 850 Ac = 124.8 Af = 25.4 Vc = 150 Vf = 25 830 840 850 Ac = 121.7 Af = 26.4 Vc = 228 Vf = 48 830 840 850 Ac = 103.1 Af = 30.8 Vc = 208 Vf = 53 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 10:02:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn CROSS SECTIONS 76 CITY OF CARMEL sbalog 10:02:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn 11-09KJG JSB JSB KJG 124 R/WR/W 29 50 8 3 7 .8 8 3 7 .9 R/W R/W 30 00 8 3 8 .0 8 3 8 .1 R/WR/W 30 50 STR No.124STR No.123 8 3 8 .1 8 3 8 .3 Ex. R/W 12:1 3:13:1 832.75 P .G . 8 3 8 .7 0 2%2%P .G . 8 3 8 .7 0 Ex. R/W 12:1 3:13:1 832.90 P .G . 8 3 8 .9 5 2%2%P .G . 8 3 8 .9 5 Ex. R/W 12:1 3:13:1 833.05 P .G . 8 3 9 .2 0 2%2%P .G . 8 3 9 .2 0 Inv. = 835.05Inv. = 834.85Inv. = 834.75 Inv. = 834.60