| Date |
Text |
| 2017-05-25 16:53:02 | COMMENTS BELOW ARE FROM THE CONCEPTUAL LEVEL REVIEW OF |
| | THE MAY 23, 2017 REVIEW PACKAGE. |
| | |
| | 1. WEIR BOX DETAIL ON SHEET 5 OF 8 CALLS OUT PLACING |
| | THE WEIR IN STRUCTURE S-102. THE WEIR NEEDS TO BE |
| | INSTALLED ON THE PRIVATE SYSTEM, OUTSIDE OF THE |
| | RIGHT-OF-WAY. |
| | |
| | 2. CONSIDER MOVING THE STORM PIPE ALONG THE WEST SIDE |
| | OF THE BUILDING FURTHER TO THE WEST AWAY FROM THE |
| | BUILDING SO THAT IF THE PIPE NEEDS TO BE REPLACED IN |
| | THE FUTURE, IT CAN BE EXCAVATED WITHOUT UNDERMINING THE |
| | BUILDING FOUNDATION. |
| | |
| | 3. CONSIDER ADDING MORE EXFILTRATION TRENCH AT THE |
| | SOUTH END OF THE DRAINAGE SYSTEM (WEST OF THE BUILDING |
| | AND/OR ACROSS THE WEST END OF THE SOCCER FIELD. THE |
| | EXISTING EXFILTRATION TRENCH IS AT THE UP STREAM END OF |
| | THE DRAINAGE SYSTEM AND ONLY THE PARKING LOT RUNOFF |
| | WILL BE FLOW TO THE EXFILTRATION TRENCH. THE PIPE |
| | SYSTEM SLOPES FROM NORTH TO SOUTH. |
| | |
| | 4. CONFIRM DIAMETER OF THE EXISTING STORM PIPE ON |
| | BISCAYNE DRIVE WHERE STRUCTURE S-102 WILL BE |
| | CONSTRUCTED. |
| | |
| | 5. LANDSCAPING ALONG THE SOUTH SIDE OF NEW BUILDING |
| | WILL BE IN CONFLICT WITH THE PROPOSED STORM PIPES. |
| | |
| | 6. CONSIDER USING 45-DEGREE BEND INSTEAD OF 90-DEGREE |
| | BEND AFTER THE 4" X 8" REDUCER FOR THE WATER MAIN |
| | CONNECTION ON BISCAYNE DRIVE. |
| | |
| | 7. PROVIDE UPDATED DRAINAGE CALCULATIONS FOR PHASE 2 |
| | IMPROVEMENTS. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| |
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