| Date |
Text |
| 2019-12-12 11:47:15 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | DECEMBER 5, 2019 REVIEW SUBMITTAL PACKAGE. NO WRITTEN |
| | RESPONSES WERE PROVIDED TO THE OCTOBER 2019 COMMENTS. |
| | |
| | 1. SHEET C-07 CONTAINING THE CROSS SECTIONS IS NOT |
| | INCLUDED IN THE PACKAGE. [REPEAT COMMENT] |
| | |
| | 2. PROVIDE CONDITION ASSESSMENT OF EXISTING CATCH BASIN |
| | IN THE ALLEY AND IF IT CAN BE MODIFIED TO ACCEPT THE |
| | NEW DRINAGE PIPE. [REPEAT COMMENT] |
| | |
| | 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. [REPEAT COMMENT] |
| | |
| | 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. [REPEAT COMMENT] |
| | |
| | 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 (CURB INLET) FURTHER TO THE EAST AT THE NW |
| | CORNER OF DATURA ST AND S. DIXIE HWY? [REPEAT COMMENT] |
| | |
| | 6. LABEL THE STREETS ON SHEET C-05. [REPEAT COMMENT] |
| | |
| | 7. LABEL THE EXISTING STORM PIPE SIZES AND PIPE |
| | MATERIAL. [REPEAT COMMENT] |
| | |
| | 8. IT APPEARS SOME OF THE EXISTING ELEVATION DATA ON |
| | SHEET C-05 ARE IN REFERENCE TO NGVD1929 WHEREAS THERE |
| | IS A NOTE STATING ALL ELEVATION DATA ARE NAVD1988. BY |
| | WAY OF EXAMPLES, ALL OF THE LISTED GRATE ELEVATIONS FOR |
| | THE EXISTING CATCH BASINS ON THE SOUTH SIDE OF DATURA |
| | STREET ARE AT LEAST ONE FOOT HIGHER THAN THE GRATE |
| | ELEVATIONS FOR THE PROPOSED DRAINAGE STRUCTURES ON THE |
| | NORTH SIDE OF THE STREET. THE SOUTH INVERT ELEVATION |
| | FOR STRUCTURE NO. 12 IS LOWER THAN THE NORTH INVERT |
| | ELEVATION OF THE STRUCTURE THE DRAINAGE PIPE IS |
| | CONNECTING TO. |
| | |
| | 9. WHAT IS THE PURPOSE FOR YARD DRAINS NOS. 15 AND 16? |
| | |
| | 10. CONFIRM ALL OF THE ROOF DRAINS WILL DRAIN TO THE |
| | ONSITE WATER MANAGEMENT SYSTEM LOCATED ON THE EAST SIDE |
| | OF THE PROJECT. |
| | |
| | 11. IT APPEARS YARD DRAIN NO. 9 WILL BE LOCATED IN THE |
| | STEPS TO THE PUBLIC PLAZA. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| | |
| |
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