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The Orange Avenue Corridor Specific Plan - City of Coronado

The Orange Avenue Corridor Specific Plan - City of Coronado

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According to the <strong>City</strong>’s adopted Master<br />

<strong>Plan</strong> <strong>of</strong> Drainage (Berryman & Stephenson,<br />

Inc. 1980), six <strong>of</strong> the Storm Drain<br />

subareas that are part <strong>of</strong> the <strong>Specific</strong> <strong>Plan</strong><br />

area are identified as having major drainage<br />

defiencies:<br />

1. First Street Storm Drain<br />

2. A <strong>Avenue</strong> Storm Drain<br />

3. McCain Boulevard Storm Drain<br />

4. G <strong>Avenue</strong> Storm Drain<br />

5. <strong>Orange</strong> <strong>Avenue</strong> Storm Drain<br />

(encompassing a significant portion<br />

<strong>of</strong> the <strong>Specific</strong> <strong>Plan</strong> area)<br />

6. Isabella <strong>Avenue</strong> Storm Drain<br />

<strong>The</strong> <strong>City</strong>’s Master Environmental Assessment<br />

(Harland Bartholomew & Associates,<br />

1995) indicates that several<br />

recommended improvements have<br />

occurred or are proposed.<br />

Private site development within the <strong>Specific</strong><br />

<strong>Plan</strong> area would be designed to discharge<br />

into an approved storm drainage<br />

system as determined appropriate at the<br />

time <strong>of</strong> individual permitting. Individual<br />

projects must comply with Regional<br />

Water Quality Control Board Standards<br />

for discharge and pollutant run<strong>of</strong>f mitigation.<br />

All public right-<strong>of</strong>-way projects<br />

would need to be designed compatibly<br />

with existing and planned drainage systems<br />

and infrastructure.<br />

Chapter IX – INFRASTRUCTURE<br />

Page 106<br />

ORANGE AVENUE CORRIDOR SPECIFIC PLAN

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