| Date |
Text |
| 2014-11-06 16:22:43 | 1. RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR WORK ON N. |
| | FLAGLER DRIVE. CONSTRUCTION TO MEET CITY OF WEST PALM |
| | BEACH MINIMUM REQUIREMENTS AND FOLLOW CITY OF WEST PALM |
| | BEACH DETAILS AND SPECIFICATIONS. |
| | |
| | 2. ANY CONSIDERATION GIVEN TO REMOVING THE CURB CUT ON |
| | N. FLAGLER DRIVE AT THE SOUTHWEST CORNER OF THE SITE |
| | AND CONSTRUCTING TYPE 'F' CURB AND GUTTER? |
| | |
| | 3. DROP CURB SHOULD BE CONSTRUCTED ACROSS THE NEW |
| | DRIVEWAYS. |
| | |
| | 4. TYPE 'D' CURBING ON EITHER SIDE OF DRIVEWAY APRON |
| | SHOULD NOT BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY. |
| | |
| | 5. PROVIDE DETAIL FOR EXFILTRATION TRENCH. |
| | |
| | 6. LABEL AND PROVIDE A DETAIL FOR THE CONTROL STRUCTURE |
| | FOR SURCHARGING THE DRAINAGE SYSTEM AND EXFILTRATION |
| | TRENCH. |
| | |
| | 7. CONSIDER PROVIDING A LEVEL SWALE BOTTOM AND WIDENING |
| | THE SIDE SLOPES AS THE ROAD SLOPES UP FROM THE LOW |
| | POINT. |
| | |
| | 8. ARE THE SWALES CONNECTED TO THE DRAINAGE SYSTEM OR |
| | WILL THEY DRAIN THROUGH INFILTRATION? |
| | |
| | 9. AT DRAINAGE STRUCTURE S-4, RAISE THE PAVEMENT SPOT |
| | GRADE OF 7.75 WEST OF THE STRUCTURE SO THAT THIS |
| | PORTION OF THE DRIVEWAY DRAINS EAST TO THE STRUCTURE. |
| | |
| | 10. ON ALL OF THE PLAN SHEETS, SHOW THE PROPOSED |
| | EASEMENT OVER THE EXISTING 48" STORM PIPE. |
| | |
| | 11. VERTICAL DATUM ON GRADING AND DRAINAGE PLAN SHOULD |
| | BE NGVD 1929 INSTEAD OF NAVD 1988 PER CITY CODE. |
| | |
| | 12. SITE PLAN NEEDED WITH THE STORMWATER POLLUTION |
| | PREVENTION PLAN SHOWING THE LOCATIONS OF THE BMPS. |
| | |
| | 13. SHOW EXISTING 48" STORM PIPE ON THE HARDSCAPE PLAN. |
| | |
| | 14. PROPOSED LIGHTPOLE SLA2 SHOULD BE LOCATED OUTSIDE |
| | THE PROPOSED EASEMENT OVER THE EXISTING 48" STORM PIPE. |
| | |
| | 15. SHOW PROPOSED UTILITIES ON THE LIGHTING AND |
| | PHOTOMETRIC PLAN. |
| | |
| | 16. BOTTOM OF RETENTION BASIN SHOULD BE A MINIMUM OF |
| | 12" ABOVE THE SEASONAL HIGH WATER ELEVATION. |
| | |
| | TRACY L. WARD, P.E. |
| | SR. STORMWATER ENGINEER |
| | ENGINEERING AND PUBLIC WORKS DEPARTMENT |
| | 561-494-1120 |
| | |
| | |
| | |
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