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City of Carmel #11-09 Road Plans 79
LINE "PR-A" 830 840 850 Ac = 45.6 Af = 230.7 Vc = 70 Vf = 435 830 840 850 Ac = 62.5 Af = 209.4 Vc = 100 Vf = 408 830 840 850 Ac = 69.1 Af = 157.5 Vc = 61 Vf = 170 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 10:02:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn CROSS SECTIONS 79 CITY OF CARMEL sbalog 10:02:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn 11-09KJG JSB JSB KJG 124 R/W R/W 33 50 8 3 7 .3 8 3 7 .7 R/WR/W 34 00 8 3 7 .7 8 3 8 .0 R/WR/W 34 25 STR No.130STR No.129 8 3 8 .5 8 3 8 .6 Ex. R/W 12:1 3:1 3:1 833.95 P .G . 8 4 0 .7 0 2%2%P .G . 8 4 0 .7 0 Ex. R/W P .G . 8 4 0 .9 6 2%12:1 3:1 3:1 834.10 P .G . 8 4 0 .9 6 2% Ex. R/W P .G . 8 4 1 .1 3 2%12:1 3:1 3:1 834.18 P .G . 8 4 1 .1 3 2% Inv. = 836.95Inv. = 836.75Inv. = 836.65 Inv. = 836.50