T1 Ranch-Fort Apache Storm Drain Project

T2 Severence - Add 5'x5' RCB to downstream end

T3 FKR 05/09/2013, Checked By:JSD 05/09/2013

SO 9514.7602661.670 9 2669.085

R 9531.7402661.840 9 .013 .000 .000 0

R 9575.5202664.570 9 .013 .000 .000 0

R 9606.7702666.510 9 .013 19.895 .000 0

R 9616.8902667.140 9 .013 .000 .000 0

R 9663.1802667.300 9 .013 .000 .000 0

WX 9663.1802667.300 1 .500

JX 9666.9702667.320 1 5 .013 27.000 2668.630 -88.0 .000

JX 9770.5602667.570 1 2 .013 5.000 2668.630 -90.0 .000

R 10012.1802669.210 1 .013 .000 .000 0

JX 10017.1802669.310 1 2 .013 6.000 2671.690 -90.0 .000

R 10227.6002671.230 1 .013 .000 .000 1

R 10246.0902671.340 1 .013 .000 .000 0

JX 10251.0902671.440 1 2 .013 6.000 2673.720 -90.0 .000

R 10505.9102672.240 1 .013 .000 .000 0

JX 10510.9102672.440 1 2 .013 5.000 2675.740 -90.0 .000

R 10526.8702672.590 1 .013 .000 .000 1

R 10753.6802674.720 1 .013 .000 .000 0

JX 10758.6802674.920 1 2 .013 7.000 2677.770 -90.0 .000

R 10872.5202675.250 1 .013 .000 .000 0

JX 10877.5202675.520 1 6 .013 69.000 2675.520 44.93 .000

R 10877.6202675.520 3 .013 .000 -44.930 0

R 10877.7202675.530 3 .013 .000 .000 0

R 10916.0402675.860 3 .013 .000 -45.000 1

R 10956.2102676.220 3 .013 .000 .000 0

JX 10961.2102676.220 3 2 .013 1.000 2676.440 .000 90.000 .000

R 10976.2102676.340 3 .013 .000 .000 0

JX 10981.2102676.440 3 2 2.013 4.000 4.0002678.8402676.440 60.0-60.0 .000

R 11066.8602677.980 3 .013 .000 .000 0

JX 11071.8602678.080 3 4 4.013 13.000 13.0002678.0802678.340 60.0-60.0 .000

R 11125.4502680.140 3 .013 .000 .000 0

JX 11130.4502680.640 3 4 .013 24.000 2680.240 60.0 .000

R 11159.6502683.480 7 .013 .000 .000 0

JX 11164.6502685.480 7 4 .013 24.000 2684.980 -60.0 .000

R 11169.6502686.950 8 .013 .000 .000 0

SH 11169.6502686.950 8 2687.770

CD 1 4 1 .000 5.000 .000 .000 .000 .00

CD 2 4 1 .000 1.500 .000 .000 .000 .00

CD 3 4 1 .000 4.000 .000 .000 .000 .00

CD 4 4 1 .000 2.000 .000 .000 .000 .00

CD 5 4 1 .000 2.500 .000 .000 .000 .00

CD 6 4 1 .000 5.000 .000 .000 .000 .00

CD 7 4 1 .000 3.500 .000 .000 .000 .00

CD 8 4 1 .000 1.500 .000 .000 .000 .00

CD 9 3 0 .000 5.000 5.000 .000 .000 .00

Q 14.000 .0