| Plan Review Notes For Project Z17040019 |
| Project Number |
Z17040019 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2017-08-03 17:05:57 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE | | | 29, 2017 SUBMITTAL PACKAGE: | | | 1. THE PRELIMINARY ENGINEERING EXHIBIT SHOWS PROPOSED | | | DRY DETENTION BASINS ALONG CECIL AVE AND AT THE SOUTH | | | END OF THE ATHLETIC FIELD. | | | A. WILL THESE BE DETENTION BASINS OR RETENTION BASINS? | | | | | | B. IF DETENTION BASINS, WHERE IS THE OFFSITE OUTFALL? | | | | | | C. HOW WILL THE WEST AND EAST BASINS ALONG CECIL AVE BE | | | CONNECTED? | | | | | | 2. HOW IS THE RUNOFF FROM CECIL AVE BEING COLLECTED? | | | | | | 3. HAVE YOU CONSIDERED ELIMINATING THE NORTH-SOUTH | | | STORM PIPES ON EITHER SIDE OF THE ATHLETIC FIELD AND, | | | INSTEAD, CONNECT THE YARD DRAINS AT THE SE AND SW | | | CORNERS OF THE ATHLETIC FIELD TO THE INLET IN THE DRY | | | DETENTION BASIN? | | | | | | 4. PRELIMINARY ENGINEERING DRAWING LISTS 1.529 FEET AS | | | THE DIFFERENCE BETWEEN NAVD 1988 AND NGVD 1929. | | | THE TOPOGRAPHIC SURVEY LISTS 1.54 FEET AS THE | | | DIFFERENCE BETWEEN NAVD 1988 AND NGVD 1929. | | | THESE CONVERSION FACTORS NEED TO BE CONSISTENT. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] |
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