The Orange Avenue Corridor Specific Plan - City of Coronado
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