| Plan Review Notes For Project Z20060015 |
| Project Number |
Z20060015 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2020-09-18 15:02:00 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 8/19/2020 SUBMITTAL PACKAGE. | | | | | | 1. THE EXFILTRATION TRENCH DETAIL SHOWS THE TOP OF | | | TRENCH ELEVATION AS 13.50' NAVD. THE CONTROL STRUCTURE | | | DETAIL SHOWS THE WEIR ELEVATION AT 12.43' NAVD. THE | | | WEIR ELEVATION SHOULD BE SUCH TO COMPLETELY SURCHARGE | | | THE EXFILTRATION TRENCH. | | | | | | 2. THE CONTROL STRUCTURE DETAIL SHOWS A 2" WIDE X 26" | | | LONG BLEEDER AS PART OF THE WEIR STRUCTURE. NOTE THE | | | CITY DOES NOT ALLOW BLEEDERS WITH EXFILTRATION TRENCHES | | | UNLESS THERE IS A CONTROL STRUCTURE UPSTREAM OF THE | | | BLEEDER THAT WILL SURCHARGE THE EXFILTRATION TRENCH. | | | | | | 3. A NOTE ON SHEET C-07 CALLS OUT A 3" WEIR AT | | | ELEVATION 12.43 FEET. SHOULD THIS BE 3' INSTEAD OF 3"? | | | | | | 4. LIST THE VERTICAL DATUM AND CONVERSION EQUATION TO | | | NGVD1929 ON EVERY SHEET WITH ELEVATION INFORMATION. | | | | | | 5. SPECIFY RCP WHEN PROPOSED IN THE R/W. | | | | | | 6. FLOATING TURBIDITY BARRIERS MAY BE REQUIRED AT THE | | | END(S) OF THE 60" RCP. | | | | | | 7. SHOW STOP BAR AND STOP SIGN AT DRIVEWAY. | | | | | | 8. SHOW CROSSWALKS CROSSING DRIVE LANE AT THE HANDICAP | | | ACCESS AISLES. | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | [email protected] | | | |
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