| Date |
Text |
| 2020-10-05 12:20:35 | THE FOLLOWING COMENTS FROM THE STORMWATER STOP#5 WERE |
| | ADDRESSED THROUGH EMAILS. COMMENT #3 WILL BECOME A |
| | CONDITION OF SITE PLAN APPROVAL. |
| | |
| | 1. WHERE DOES STORMWATER RUNOFF FROM TANDEM PARKING |
| | SPACES DRAIN TO? THE EOR SUBMITTED A ROUGH SKETCH |
| | SKETCH SHOWING HOW THE MEP MAY DESIGN A STORMWAER |
| | COLLECTION SYSTEM TO ROUTE THE STORMWATER RUNOFF TO THE |
| | STORMCEPTER STRUCTURE. THE ACTUAL DESIGN WILL NEED TO |
| | BE SUBMITTED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | 3.THE BACK OF SIDEWALK FOR THE DRIVEWWAYS TO BARCELONA |
| | ROAD AND TO CORDOVA ROAD SHALL BE THE HIGH POINT AND |
| | THE PAVEMENT BEHIND THE SIDEWALK SLOPED TO DRAIN TO THE |
| | INTERIOR OF THE SITE. NOT ENOUGH INFORMATION HAS BEEN |
| | PROVIDED TO ADDRESS THIS COMMENT. THE PARKING GARAGE |
| | PLANS APPEAR TO TAKE INTO CONSIDERATION AREAS FOR |
| | STORMWATER MANAGEMENT BUT THESE AREAS MAY NEED BE BE |
| | ENLARGED TOWARD THE SOUTH IF THE CURRENT FOOTPRINT |
| | CANNOT ACCOMMODATE THE PLACEMENT OF THE DRAINAGE SYSTEM |
| | TO BE LOWER THAN THE BACK OIF SIDEWALK. A CONDITION OF |
| | THE SITE PLAN APPROVAL SHALL BE THE BACK OF SIDEWALK BE |
| | AT LEAST 0.1 FEET HIGHER THAN THE INTERIIOR DRIVEWAY |
| | GRADES. |
| | |
| | 4. WHERE DOES AREA EAST OF THE SOUTH BUILDING DRAIN TO? |
| | THE EOR SUBMITTED A ROUGH SKETCH SKETCH SHOWING HOW THE |
| | MEP MAY DESIGN A STORMWAER COLLECTION SYSTEM TO ROUTE |
| | THE STORMWATER RUNOFF TO THE STORMCEPTER STRUCTURE. THE |
| | ACTUAL DESIGN WILL NEED TO BE SUBMITTED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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