JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DROP INLET RW1 IN ROBIN STREET

SO 2067.742073.88 1 .013 2080.37

R 2067.742073.88 1 .013

R 2082.352074.54 1 .013

SH 2082.352074.54 1 .013

CD 1 4 3.0

Q 51.6