| Plan Review Notes For Project Z19070006 |
| Project Number |
Z19070006 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-03-18 10:30:45 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MARCH | | | 17, 2020 REVIEW SUBMITTAL. THE COMMENTS MAY BE PROVISOS | | | FOR CONDITIONAL SITE PLAN APPROVAL AND BE ADDRESSED | | | DURING ENGINEERING PERMIT SUBMISSION. | | | | | | 1. THE CURB LINE ALONG TRINITY PLACE AT S. OLIVE AVE | | | MAY NEED TO BE ADJUSTED TO ALIGN WITH THE PROPOSED TOP | | | FOR THE EXISTING DRAINAGE STRUCTURE. | | | | | | 2. SHOW EXISTING AND PROPOSED PEDESTRIAN EASEMENTS ON | | | THE PERIMETER SECTIONS ON SHEET C8.00. | | | | | | 3. TRENCH DRAIN AT THE SOUTH DRIVEWAY MAY NOT BE | | | NECESSARY SINCE IT IS LOCATED SO FAR INTO THE GARAGE. | | | GRADE THE DRIVEWAY TO DRAIN TO THE CONTROL STRUCTURE. | | | | | | 4. CONSIDER SLOPING THE STORMWATER PIPES BETWEEN THE | | | CONTROL STRUCTURE AND EXISTING CATCH BASIN ON TRINITY | | | PLACE. | | | | | | 5. CONSIDER FLATTENING THE SLOPE OF THE PARKING AREA IN | | | PERIMETER SECTION B-B TO 2% AND STEEPENING THE SLOPE OF | | | THE LANDSCAPE AREA BEHIND THE CURB. | | | | | | 6. SHOW SWALE TYPE CROSS SECTIONS IN THE LANDSCAPE | | | AREAS TO CAPTURE AND RETAIN/DETAIN RUNOFF FROM THE | | | SIDEWALK AREAS. | | | | | | 7. GRATE ELEVATION (11.50? NAVD) OF THE NORTH TRENCH | | | DRAIN APPEARS TO BE LOWER THAN THE ADJACENT DRIVEWAY | | | GRADES. | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 | | | |
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