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City of Carmel #11-09 Road Plans 75
LINE "PR-A" 830 840 850 Ac = 239.9 Af = 2.8 Vc = 465 Vf = 3 830 840 850 Ac = 168.3 Af = 14.7 Vc = 378 Vf = 16 830 840 850 Ac = 146 Af = 19.5 Vc = 116 Vf = 13 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 10:02:37 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn CROSS SECTIONS 75 CITY OF CARMEL sbalog 10:02:37 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn 11-09KJG JSB JSB KJG 124 R/WR/W 28 50 8 3 8 .5 8 3 8 .6 R/WR/W 29 00 8 3 8 .0 8 3 8 .3 R/WR/W 29 20 STR No.122STR No.121 8 3 7 .9 8 3 8 .1 Ex. R/W 12:1 3:13:1 832.45 P .G . 8 3 8 .2 0 2%2%P .G . 8 3 8 .2 0 Ex. R/W 12:1 3:13:1 832.60 P .G . 8 3 8 .4 5 2%2%P .G . 8 3 8 .4 5 Ex. R/W 12:1 3:13:1 832.66 P .G . 8 3 8 .5 5 2%2%P .G . 8 3 8 .5 5 Inv. = 833.95 Inv. = 834.10 Inv. = 834.20 Inv. = 834.40