| Plan Review Notes For Project Z13040023 |
| Project Number |
Z13040023 |
|
| Review Stop |
STORM |
| Sequence Number |
5 |
|
| Notes |
| Date |
Text |
| 2014-09-10 12:46:47 | 1. PROPOSED PERIMETER GRADES SHOULD BE NO LOWER THAN | | | THE PEAK STAGE OF20.56' NGVD FOR THE 25-YEAR 3-DAY | | | DESIGN STORM. THERE IS A SPOT ELEVATION OF 20.25 | | | LOCATED SE OF STRUCTURE D-9. | | | | | | 2. THE NORTH AND EAST PIPE CONNECTIONS TO STRUCTURE D-9 | | | WILL NOT FIT INTO THE STRUCTURE, GIVEN THE PIPE INVERT | | | ELEVATIONS, PIPE SIZES AND GRATE ELEVATION. | | | | | | 3. INCLUDE WEIR CONTROL STRUCTURES IN INLETS WHERE THE | | | EXFILTRATION TRENCHES ARE NOT AT THE SAME ELEVATION ON | | | EACH SIDE OF THE INLET. THE WEIR SHOULD BE LOCATED ON | | | THE EXFILTRATION PIPE WITH THE HIGHER INVERT ELEVATION. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING AND PUBLIC WORKS DEPARTMENT | | | 561-494-1120 | | | |
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