| Plan Review Notes For Project Z20060015 |
| Project Number |
Z20060015 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-11-02 22:52:04 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 10/14/2020 SUBMITTAL PACKAGE. THEY CAN BE ADDRESSED | | | DURING ENGINEERING PERMIT SUBMITTAL. | | | | | | 1. ADD VERTICAL DATUM REFERENCE AND CONVERSION EQUATION | | | TO NGVD1929 FOR THE TBM'S ON SHEET C-04. | | | | | | 2. CHANGE SPELLING OF CULVER CANAL TO CARVER CANAL ON | | | SHEET C-04. | | | | | | 3. SHEET C-14 SHOWS PROPOSED MINIMUM PERIMETER | | | ELEVATION OF 15.83 FEET NAVD1988. SECTION D-D ON THE | | | SAME SHEET SHOWS BERM TO BE BETWEEN 16.85 AND 17.51 | | | FEET NAVD AND GRADE AT PROPERTY LINE BETWEEN 17.1 AND | | | 17.5 FEET NAVD. WOULD A SWALE INSTEAD OF A BERM BE MORE | | | APPROPRIATE ALONG THE EAST PROPERTY LINE? | | | | | | 4. THE YARD DRAIN APPEAR TO BE CONNECTED TO THE ONSITE | | | DRAINAGE SYSTEM. WHY DO THEY NEED TO BE PERFORATED | | | BASINS AS INDICATED IN THE YARD DRAIN DETAIL ON SHEET | | | C-14? | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | [email protected] | | | |
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