JD 0 0 1

T1 STORM DRAIN ANALYSIS FOR PROPOSED LATERAL

T2 FROM DROP INLET RW2 IN SAG ON ROBIN STREET

SO -1693.112079.21 1 .013 2080.25

R -1693.112079.21 1 .013

R -1678.502079.65 1 .013

SH -1678.502079.65 1 .013

CD 1 4 2.0

Q 7.4