| Plan Review Notes For Project Z13080024 |
| Project Number |
Z13080024 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2013-10-01 01:34:04 | 1. STORM DRAINAGE CONNECTIONS NEED TO BE CLARIFIED FOR | | | THE FIRST PROPOSED ONSITE MANHOLE FOR THE CITY'S | | | DRAINAGE SYSTEM THROUGH THE SITE (THE MANHOLE EAST OF | | | THE DRIVEWAY LANDSCAPE ISLAND. IT APPEARS THERE IS A | | | PIPE COMING DUE SOUTH OUT OF THE MANHOLE AND CONNECTING | | | TO AN INLET ALONG THE WEST PROPERTY LINE. FROM THIS | | | INLET, THERE IS A PIPE TO THE SOUTHEAST THAT CONNECTS | | | TO A PROPOSED STORM MANHOLE. THE STORM MANHOLE HAS | | | PROPOSED EXFILTRATION TRENCH SOUTH OF THE MANHOLE. THE | | | DRAINAGE SYSTEM THEN TURNS TO THE EAST AND CONNECTS TO | | | AN EXISTING OUTFALL JUST TO THE EAST-SOUTHEAST OF TOWER | | | 3. THUS IT APPEARS FROM THE INITIAL MANHOLE IN THE | | | DRIVEWAY, WATER CAN FLOW SOUTH THEN EAST TO THE OUTFALL | | | SOUTH OF TOWER 3 OR CONTINUE EAST OUT OF THE MANHOLE TO | | | THE EXISTING 66" OUTFALL NORTHEAST OF THE EXISTING | | | RESTAURANT. THE SOUTH CONVEYANCE WILL BYPASS THE | | | PROPOSED POLLUTANT RETARDANT BASIN ON THE 66" OUTFALL | | | PIPE. | | | 2. PERMITS FROM SFWMD AND/OR FDEP WILL BE NEEDED FOR | | | THE SITE DRAINAGE SYSTEM AND THE CHANGES TO THE OUTFALL | | | PIPE SIZES. | | | 3. PREVIOUS COMMENTS TO BE ADDRESSED IN LATER | | | DEVELOPMENT PROCESS SUBMITTALS TO THE CITY. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING AND PUBLIC WORKS DEPARTMENT | | | 561-494-1120 | | | |
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