| Plan Review Notes For Project Z16110015 |
| Project Number |
Z16110015 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2017-03-27 11:06:56 | COMMENTS ON MARCH 23, 2017 REVIEW PACKAGE: | | | | | | 1. LANDSCAPE PLAN SHOWS TREES PROPOSED OVER OR NEAR THE | | | ON-SITE DRAINAGE SYSTEMS INCLUDING ALONG THE SOUTH AND | | | WEST PROPERTY LINES AND ALONG THE ONSITE EXFILTRATION | | | TRENCH SOUTH OF FLAMINGO DRIVE. HOW WILL THE DRAINAGE | | | SYSTEM BE PROTECTED FROM ROOT INTRUSION AND FUTURE | | | MAINTENANCE NEEDS OF THE DRAINAGE SYSTEMS? | | | | | | 2. PHASE II CONCEPTUAL PLAN SHOWS EXISTING DRAINAGE | | | (EXDN) UNDER THE PROPOSED BUILDING. IS THIS DRAINAGE TO | | | REMAIN? | | | | | | 3. LABEL THE CIRCULAR SYMBOL SHOWN TO THE WEST OF THE | | | RELOCATED CONTROL STRUCTURE ON THE CONCEPTUAL PLAN. IS | | | THIS A STORM MANHOLE? | | | | | | 4. WHAT ARE THE LONG NARROW HATCHING AREAS ON SOUTH AND | | | EAST SIDES OF PROPOSED BUILDING SHOWN ON THE CONCEPTUAL | | | PLAN SHEET? | | | | | | 5. THERE APPEARS TO BE AN EXISTING WATER MAIN ADJACENT | | | TO THE STORM PIPE BETWEEN THE RELOCATED CONTROL | | | STRUCTURE AND MANHOLE IN BISCAYNE DRIVE. THERE NEEDS TO | | | BE A MINIMUM FIVE FEET HORIZONTAL CLEARANCE BETWEEN THE | | | WATER AND STORM PIPE. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMNWATER ENGINEER | | | [email protected] | | | 561-494-1120 | | | |
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