| Date |
Text |
| 2019-10-30 17:20:16 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | OCTOBER 11, 2019 REVIEW SUBMITTAL PACKAGE. |
| | |
| | 1. SHEET C-07 CONTAINING THE CROSS SECTIONS IS NOT |
| | INCLUDED IN THE PACKAGE. |
| | |
| | 2. PROVIDE CONDITION ASSESSMENT OF EXISTING CATCH BASIN |
| | IN THE ALLEY AND IF IT CAN BE MODIFIED TO ACCEPT THE |
| | NEW DRINAGE PIPE. |
| | |
| | 3. IT APPEARS THE RECONSTRUCTION OF THE ALLEY WILL TRAP |
| | STORMWATER RUNOFF NORTH OF THE ALLEY. VERIFY THE MILL |
| | AND OVERLAY OF THE ALLEY WILL NOT AFFECT THE EXISTING |
| | SURFACE DRAINAGE OF THE OFFSITE AREAS. |
| | |
| | 4. THE ONSITE DRAINAGE SYSTEM IS SHOWN TO BE |
| | EXILTRATION TRENCHES SIDE BY SIDE SIMILAR TO A DRAIN |
| | FIELD AND WITH TREES PLANTED OVER THE EXFILTRATION |
| | TRENCHES. THE FLOW OUT OF THE SIDES OF THE TRENCHES |
| | WILL BE AFFECTED BY THE ADJACENT TRENCHES. PROVIDE A |
| | DIFFERENT LAYOUT PATTERN OR CONSIDER A DIFFERENT TYPE |
| | OF STORAGE SYSTEM SUCH AS SUSPENDED PAVEMENT, |
| | STORMTRAP, CON/SPAN, ETC. |
| | |
| | 5. IT APPEARS DRAINAGE STRUCTURE NO. 12 WILL BE A NEW |
| | STRUCTURE AND NEW STORM PIPE CROSSING DATURA ST. TO THE |
| | EXISTING CATCH BASIN ON THE SOUTH SIDE OF DATURA ST. IS |
| | STRUCTURE NO. 12 ADDED STRICTLY FOR CONNECTING THE |
| | OUTFALL PIPE FROM THE ONSITE EXFILTRATION SYSTEM? IS IT |
| | POSSIBLE TO CONNECT THE ONSITE SYSTEM TO THE EXISTING |
| | CATCH BASIN FURTHER TO THE EAST AT THE NW CORNER OF |
| | DATURA ST AND S. DIXIE HWY? |
| | |
| | 6. LABEL THE STREETS ON SHEET C-05. |
| | |
| | 7. LABEL THE EXISTING STORM PIPE SIZES AND PIPE |
| | MATERIAL. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
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