| Plan Review Notes For Project Z19010011 |
| Project Number |
Z19010011 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2019-06-12 18:12:11 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE | | | 3, 2019 ROUTED SUBMITTAL PACKAGE: | | | | | | 1. LIST VERTICAL DATUM AND CONVERSION TO NGVD1929 TO | | | ALL SHEETS THAT LIST ELEVATION DATA. (REPEAT COMMENT) | | | | | | 2. SHOW SWALE OR BERM ALONG EAST SIDE OF DRIVEWAY TO | | | PREVENT RUNOFF FROM FLOWING OFFSITE AND INSTEAD BE | | | DIVERTED TO THE DETENTION POND OR GRASSY ISLAND. | | | | | | 3. ADVISORY COMMENT: WHY IS THE SANITARY SEWER MAIN AT | | | 1% SLOPE. MINIMUM ALLOWABLE SLOPE IS 0.4% FOR 8" MAIN. | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] |
| |
Print |
|
