JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DROP INLET RE1 IN ROBIN STREET

SO -1768.972075.75 1 .013 2080.37

R -1768.972075.75 1 .013

R -1746.962076.19 1 .013

SH -1746.962076.19 1 .013

CD 1 4 3.0

Q 60.7