JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DROP INLET RW3 NEAR EASEMENT ON ROBIN STREET

SO -1659.032079.39 1 .013 2080.05

R -1659.032079.39 1 .013

R -1644.422079.66 1 .013

SH -1644.422079.66 1 .013

CD 1 4 2.0

Q 16.0