| Date |
Text |
| 2021-11-18 12:50:19 | 1. THE CITY?S OFFICIAL VERTICAL DATUM PER CITY CODE IS |
| | NGVD1929. THE CITY IS ALLOWING SURVEYS AND PLANS TO USE |
| | NAVD1988 PROVIDED THE CONVERSION EQUATION BETWEEN |
| | NAVD1988 AND NGVD1929 IS ALSO PROVIDED. LIST THE |
| | CONVERSION EQUATION TO NGVD1929 ON THE SURVEY AND ON |
| | THE ENGINEERING PLAN. |
| | |
| | 2. CONSIDER RELOCATING THE PROPOSED STORM CHAMBERS |
| | OUTSIDE OF THE UTILITY EASEMENT. |
| | |
| | 3. ARE THE OVERHEAD LINES WITHIN AN EASEMENT? |
| | |
| | 4. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. PROVIDE |
| | PERMIT FROM FDOT PRIOR TO ENGINEERING PERMIT ISSUANCE |
| | FOR WORK WITHIN THE R/W. |
| | |
| | 5. AUSTRALIAN AVE IS MAINTAINED BY PALM BEACH COUNTY. |
| | PROVIDE PERMIT FROM THE COUNTY PRIOR TO ENGINEERING |
| | PERMIT ISSUANCE FOR WORK WITHIN THE R/W. |
| | |
| | 6. ARE FLOW ARROWS SHOWN CORRECTLY FOR DRIVE LANES |
| | GOING TOWARD OKEECHOBEE BLVD? |
| | |
| | 7. INDICATE IF ALL OF THE STORAGE CHAMBERS WILL BE |
| | INTERCONNECTED TO BALANCE OUT THE RUNOFF TO THE SYSTEM |
| | AND, IF NOT ALL INTERCONNECTED, THE INDIVIDUAL STORAGE |
| | CHAMBER AREAS ARE APPROPRIATELY SIZED FOR THE RUNOFF |
| | EXPECTED TO DRAIN TO THEM. |
| | |
| | 8. CONDITION ASSESSMENT PERFORMED ON THE EXISTING CMP |
| | STORM PIPE TO REMAIN TO DETERMINE IF THE STORM PIPES |
| | SHOULD BE REPLACED OR LINED. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. PROVIDE COPY OF SFWMD ERP PERMIT MODIFICATION BEFORE |
| | START OF CONSTRUCTION. |
| | |
| | 2. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. SWPPP REQUIRED WITH THE ENGINEERING PERMIT |
| | APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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