| Date |
Text |
| 2021-07-27 16:45:52 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE |
| | 30 SUBMITTAL. |
| | |
| | 1. COORDINATE THE GRADING OF CURRIE CRESCENT WITH THE |
| | FLAGLER FORTE DEVELOPMENT. |
| | |
| | 2. CURRIE CRESCENT CURB AND GUTTER TO HAVE POSITIVE |
| | DRAINAGE TO THE STREET DRAINAGE SYSTEM. |
| | |
| | 3. MAINTAIN CROWN CROSS SECTION OF CURRIE CRESCENT. |
| | |
| | 4. FOR THE CROSS SECTIONS ON SHEET C-501, PROVIDE |
| | DIMENSIONS FROM PROPERTY LINE/RIGHT OF WAY LINE TO |
| | VALLEY GUTTER OR BACK OF SIDEWALK. |
| | |
| | 5. SUGGEST SLOPING THE SIDEWALK PORTION OF THE DRIVEWAY |
| | SHOWN IN SECTION B-B TOWARD THE VALLEY GUTTER. |
| | |
| | 6. COORDINATE THE SLOPES SHOWN FOR THE DRIVEWAYS WITH |
| | THE ARCHITECTURAL PLANS. FOR EXAMPLE, SECTION C-C SHOWS |
| | 3.4% SLOPE BETWEEN THE BUILDING AND VALLEY GUTTER. |
| | SHEET A-101 SHOWS THE DRIVEWAY AT 7.5% SLOPE. |
| | |
| | 7. SECTION D-D: PROVIDE SIDEWALK AREA WITH SLOPE NO |
| | STEEPER THAN 2%. |
| | |
| | 8. SECTION E-E: CORRECT LABELS FOR ROAD CENTERLINE AND |
| | PROPERTY LINE. |
| | |
| | 9. SECTION G-G, CONSIDER LOWERING THE COURTYARD AREA |
| | WITHIN THE PROPERTY IN ORDER TO FLATTEN THE SLOPE |
| | BETWEEN THE 10 FT WIDE SIDEWALK AND THE BACK OF CURB OF |
| | DIANA PLACE. |
| | |
| | 10. IT APPEARS THE TOWNHOME AT THE WEST END OF THE |
| | PROJECT WILL HOLD WATER BEHIND THE DIANA PLACE |
| | SIDEWALK. |
| | |
| | 11. PROVIDE A CROSS SECTION FROM THE NORTH PROPERTY |
| | LINE TO THE FACE OF THE BUILDING INCLUDING DIMENSIONS |
| | TO THE OUTSIDE OF THE UNDERGROUND PARKING GARAGE. |
| | |
| | 12. FOR THE EXFILTRATION TRENCH ALONG THE NORTH |
| | PROPERTY LINE, THE SFWMD TRENCH EQUATION WILL HAVE TO |
| | BE MODIFIED TO ACCOUNT FOR THE RETAINING WALL ON ONE |
| | SIDE AND POSSIBLE GARAGE WALL ON THE OTHER THAT WILL |
| | LIMIT THE FLOW OUT OF THE TRENCH. |
| | |
| | 13. EXPLAIN HOW THE EXFILTRATION TRENCH ALONG THE NORTH |
| | PROPERTY LINE WILL BE MAINTAINED, INCLUDING POSSIBLE |
| | REPLACEMENT, WHEN IT HAS LOST ITS DISPOSAL CAPACITY IN |
| | A FEW YEARS. |
| | |
| | 14. PROVIDE AN EXFILTRATION TRENCH DETAIL, LABELING THE |
| | TRENCH WIDTH AND THE ELEVATIONS FOR THE TOP OF TRENCH, |
| | THE BOTTOM OF THE TRENCH, AND THE PIPE INVERT. |
| | |
| | 15. PROVIDE DETAIL OF CONTROL STRUCTURE(S). NOTE |
| | BLEEDERS CANNOT BE USED AS PART OF THE CONTROL TO |
| | SURCHARGE THE EXFILTRATION TRENCH. |
| | |
| | 16. SHOW MILL AND RESURFACING LIMITS FOR TRENCH CUTS IN |
| | THE ROADWAY PER CITY'S STANDARD DETAIL GC-8. |
| | |
| | 17. CONVERT EXISTING DRAINAGE STRUCTURE IN THE EXISTING |
| | SOUTH DRIVEWAY TO S. FLAGLER DRIVE TO A CATCH BASIN |
| | WITH A HOODED FRAME AND GRATE. THE STRUCTURE MAY NEED |
| | TO BE ENLARGED IN ORDER TO CONNECT THE PROPOSED 15-INCH |
| | RCP FROM THE DEVELOPMENT. |
| | |
| | 18. DRAINAGE SYSTEM DESIGN TO CONSIDER SEA LEVEL RISE. |
| | |
| | 19. WHAT IS THE PURPOSE OF THE 6-INCH HDPE PIPE BETWEEN |
| | THE SIDEWALK AND EAST PROPERTY LINE? |
| | |
| | 20. THE ROOF DRAIN SYSTEM WILL NEED TO BE DESIGNED SO |
| | THAT MANHOLE LIDS ARE NOT DISPLACED BY THE PRESSURE OF |
| | THE WATER OR TRAPPED AIR IN THE ROOF DOWNSPOUTS. |
| | |
| | 21. IT APPEARS THE TOWNHOME AT THE WEST END OF THE |
| | PROJECT WILL HOLD WATER BEHIND THE DIANA PLACE |
| | SIDEWALK. |
| | |
| | 22. WHAT DRAINAGE MITIGATION (WATER QUALITY AND PEAK |
| | FLOW ATTENUATION) IS PROPOSED FOR THE ADDITIONAL |
| | IMPERVIOUS AREA IN THE DIANA PLACE PARCEL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
Print |
