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City of Carmel #11-09 Road Plans 74
LINE "PR-A" 830 840 850 Ac = 300.4 Af = 0 Vc = 601 Vf = 0 830 840 850 Ac = 273.6 Af = 0 Vc = 425 Vf = 0 830 840 850 Ac = 262.1 Af = 0.8 Vc = 99 Vf = 0 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 10:02:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn CROSS SECTIONS 74 CITY OF CARMEL sbalog 10:02:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn 11-09KJG JSB JSB KJG 124 R/W R/W 27 50 8 3 8 .5 8 3 8 .5 R/W R/W 27 90 STR No.120STR No.119 8 3 8 .5 8 3 8 .6 R/WR/W 28 00 8 3 8 .4 8 3 8 .5 Ex. R/W 12:1 3:13:1 832.15 P .G . 8 3 7 .7 0 2%2%P .G . 8 3 7 .7 0 Ex. R/W 12:1 3:13:1 832.27 P .G . 8 3 7 .9 0 2%2%P .G . 8 3 7 .9 0 Inv. = 833.55 Inv. = 833.75Inv. = 833.45 Inv. = 833.30 Ex. R/W 12:1 3:13:1 832.30 P .G . 8 3 7 .9 5 2%2%P .G . 8 3 7 .9 5