| Plan Review Notes For Project Z19120009 |
| Project Number |
Z19120009 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-06-23 15:39:11 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 6/19/2020 CIVIL PLANS AND CAN BE ADDRESSED DURING | | | ENGINEERING PERMIT SUBMITTAL. | | | | | | 1. VERIFY THERE WILL BE SUFFICIENT VERTICAL CLEARANCE | | | BETWEEN THE BOTTOM OF THE TOP SLAB OF THE CONTROL | | | STRUCTURE MANHOLES AND THE TOP OF THE WEIRS. MANHOLES | | | SHOULD BE FLUSH WITH THE SURROUNDING AREA. | | | | | | 2. ALL OF THE DRAINAGE STRUCTURES ON THE NORTH SIDE OF | | | BANYAN BLVD. SHOULD BE LABELED "... TO BE INSTALLED IN | | | WPB PROJECT ...". | | | | | | 3. LABEL THE PIPE SIZES, MATERIAL AND INVERTS OF THE | | | STORM PIPES BETWEEN THE CONTROL STRUCTURES AND DRAINAGE | | | STRUCTURES ON BANYAN BLVD. MINIMUM 15" RCP. | | | | | | 4. PROVIDE THE DESIGN INFORMATION FOR THE STRUCTURES ON | | | BANYAN BLVD. PROVIDE A REFERENCE TO WHERE THE | | | INFORMATION CAME FROM. | | | | | | 5. ON THE CROSS SECTIONS, SHOW THE LANDSCAPE AREAS WITH | | | SWALE (DEPRESSION) SECTION. THE ONSITE AREAS SHOULD NOT | | | DRAIN DIRECTLY TO ADJACENT PROPERTIES. | | | | | | 6. THE PIPE FOR THE WEST EXFILTRATION TRENCH DOES NOT | | | APPEAR TO BE CENTERED IN THE TRENCH. THE EXFILTRATION | | | TRENCH IS TO BE COMPLETELY LOCATED WITHIN THE PROPERTY. | | | | | | 7. PROVIDE DETAILS FOR EXFILTRATION TRENCH, PRB, | | | CONTROL STRUCTURES, ETC. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 (O) | | | 561-351-0510 (M) |
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