JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DI-N5 IN WASHINGTON AVE

SO 1000.002059.09 1 .013 2064.40

R 1000.002059.09 1 .013

R 1047.732060.83 1 .013

SH 1047.732060.83 1 .013

CD 1 4 2.5

Q 57.2