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Figure 5.3. Storm Drainage System <br />,IMINSTER AVE <br />a <br />x <br />z <br />5TH ST <br />a+ L � fl i Mrt_'L iW1Y1 <br />GARDEN GROVE <br />36" \ <br />80" <br />WASHINGTON AVE <br />3 unuuuu� a <br />x <br />54" <br />MCFADDEN AVE 1„ 42" <br />48" <br />_ Recommended Improvement based on <br />Harbor Corridor Plan <br />Recommended Improvement based on <br />1993 Boyle Engineering Report <br />Existing Storm Drain <br />Open Drainage Canal <br />City Boundary 5 " <br />QProject Area <br />o eao <br />FOUNTAJ&I EY <br />EDINGER AVE <br />Irr <br />z <br />° 54" <br />H Y <br />Z V <br />� Q <br />W 17TH ST <br />ce <br />'O <br />W <br />Willowick <br />Golf Course <br />z <br />O <br />Z <br />m <br />e <br />Q <br />m <br />C <br />y <br />54 11 A -53 City of Santa A" <br />SANTA .ANA � <br />� 7 <br />72.E <br />18 "— O <br />O <br />8w tsT sr- 36 ". 2 <br />24" 3 <br />3 „ <br />„ <br />C662 pa a e " <br />" pi e <br />0 <br />unnnrm.. . <br />... <br />0 m <br />m u <br />m <br />MIL 0 <br />Irr <br />z <br />° 54" <br />H Y <br />Z V <br />� Q <br />W 17TH ST <br />ce <br />'O <br />W <br />Willowick <br />Golf Course <br />z <br />O <br />Z <br />m <br />e <br />Q <br />m <br />C <br />y <br />54 11 A -53 City of Santa A" <br />