| Date |
Text |
| 2023-07-31 12:03:08 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/11/2023 SUBMITTAL. |
| | |
| | 1. VERIFY THE CONSTANT TO CONVERT ELEVATIONS FROM |
| | NAVD1988 TO NGVD1929. DIFFERENT CONSTANTS ARE LISTED ON |
| | THE CIVIL PLANS. |
| | |
| | 2. CALLOUT ON SHEET C2.03 IF THE WATER MAIN NEAR THE |
| | SEAWALL IS TO BE REMOVED OR IS TO REMAIN. |
| | |
| | 3. ON DEMO PLANS NOTE WHETHER EACH EXISTING UTILITY |
| | LINE IS TO BE REMOVED, TO BE ABANDONED OR IS TO REMAIN. |
| | USING CROSS-HATCHING FOR THE UTILITIES TO BE REMOVED |
| | WILL MAKE THE INFORMATION MORE DISTINCT. |
| | |
| | 4. LABEL ALL UNDERGROUND STORAGE TANKS (FOR STORMWATER) |
| | ON THE SITE PLAN SHEETS. |
| | |
| | 5. BRING UTILITY LINE WORK TO THE TOP LAYER SO THE |
| | LINES DO NOT DISAPPEAR BEHIND SOLID OR OTHER HATCHING |
| | PATTERNS. |
| | |
| | 6. INCLUDE PRB'S IN THE FIRST INLETS UPSTREAM AND |
| | DOWNSTREAM OF ALL EXFILTRATION TRENCHES. ADJUST |
| | STRUCTURE SUMP ELEVATIONS FOR INLETS THAT WILL HAVE |
| | PRB???S. |
| | |
| | 7. CONFIRM THERE WILL BE SUFFICIENT COVER DEPTH OVER |
| | THE PROPOSED STORM PIPES. INDICATE WHAT THE MINIMUM |
| | COVER DEPTH SHOULD BE IN THE RESPONSE TO THIS COMMENT. |
| | |
| | 8. PROVIDE HIGH POINT SPOT GRADES AT ALL DRIVEWAYS. |
| | LOCATE THESE HIGH POINTS AS CLOSE TO THE ROAD OR BACK |
| | OF SIDEWALK AS POSSIBLE TO MINIMIZE THE AMOUNT OF AREA |
| | CONTRIBUTING STORMWATER RUNOFF TO THE ROAD. |
| | |
| | 9. EXISTING INLET ON 36-IN STORM PIPE NORTH OF PROPOSED |
| | CATCH BASIN #6 MAY NEED TO BE REPLACED IF THE PROPOSED |
| | 24-IN STORM PIPE IS TOO BIG FOR THE SOUTH SIDE OF THE |
| | STRUCTURE. |
| | |
| | 10. THE PROPOSED WEIR ELEVATION (5.20) AT THE EXISTING |
| | INLET NORTH OF THE PROPOSED CATCH BASIN #6 IS HIGHER |
| | THAN THE RIM ELEVATIONS OF THE EXISTING INLET AND CATCH |
| | BASIN #6. |
| | |
| | 11. LABELS OVERLAP ON PGD PLANS AROUND PROPOSED |
| | STRUCTURES #5 AND #18. |
| | |
| | 12. PROVIDE OUTSIDE TOP AND BOTTOM ELEVATIONS FOR THE |
| | PROPOSED STORM PIPES AND EXISTING UTILITIES THAT ARE |
| | CROSSED AND THE VERTICAL CLEARANCE BETWEEN THE TWO |
| | PIPES. |
| | |
| | 13. RECOMMEND MINIMUM 15-IN DIAMETER PIPE FOR STORM |
| | DRAINAGE SYSTEMS. |
| | |
| | 14. REPLACE THE EXISTING STORM OUTFALL PIPE FROM LAKE |
| | WORTH LAGOON TO THE PROPOSED END OF THE PIPE AS SHOWN |
| | ON THE 26TH ST STORMWATER AND ITILITY IMPROVEMENT |
| | PLANS. (REPEAT COMMENT) |
| | 15. WHERE DID THE WEST CURB LINE FOR N. FLAGLER DR |
| | SHOWN ON SHEET C4.06 COME FROM? THE EXISTING INLETS ARE |
| | SHOWN BEHIND THE EAST CURB. |
| | |
| | 16. PROVIDE A GRADING PLAN (CONTOURS) OR CROSS SECTION |
| | FOR THE AREA SOUTH OF THE BOAT RAMP. UP TO 2.5 FEET OF |
| | FILL IS BEING ADDED FOR THE PATHWAY AROUND THE PUBLIC |
| | DINING AREA. |
| | |
| | 17. LABEL EXISTING STORM PIPES (SIZE AND MATERIAL) ON |
| | THE PGD PLANS. |
| | |
| | 18. STRUCTURE 19 MAY NEED A WEIR. |
| | |
| | 19. CAN THE PIPE(S) DRAINING STRUCTURE 46 BE LOCATED |
| | EAST AND SOUTH OF THE LIFT STATION INSTEAD OF NORTH OF |
| | THE LIFT STATION. THERE ARE SEVERAL SANITARY LINES |
| | NORTH OF THE LIFT STATION. |
| | |
| | 20. CONFIRM WITH THE BUILDING DEPT. WHETHER AN ADA SAFE |
| | PATH IS NEEDED TO GET TO AND FROM THE HANDICAP PARKING |
| | SPACES NORTH OF THE PROPOSED TENNIS COURTS. SIDEWALK |
| | CONNECTIONS BETWEEN THE HANDICAP ACCESS AISLES AND THE |
| | SIDEWALK WEST OF THE HANDICAP PARKING SPACES MAY BE |
| | NEEDED. |
| | |
| | 21. SHEET C5.09: TWO -WAY TRAFFIC APPROACHING ONE-WAY |
| | DRIVE AISLE. SIGNAGE AND PAVEMENT MARKINGS MAY BE |
| | NEEDED TO DIRECT THE EB 2-WAY TRAFFIC. |
| | |
| | 22. STOP BARS SHOULD BE PERPENDICULAR TO THE TRAVEL |
| | LANE. |
| | |
| | 23. PARKING SPACE STRIPING DETAIL SHOULD BE IN |
| | ACCORDANCE WITH SECTION 94-485 OF THE CITY'S ZONING AND |
| | LAND DEVELOPMENT CODE. |
| | |
| | 24. CONFIRM 8' 4" DIMENSION (VS. 8' 6") FOR THE |
| | ON-STREET PARKING NORTH OF THE DRIVEWAY ON SHEET C3.01. |
| | |
| | 25. FOR ENGINEERING PERMIT SUBMITTAL: |
| | A. PROVIDE TOP OF TRENCH AND BOTTOM OF TRENCH |
| | ELEVATIONS ON THE EXFILTRATION TRENCH DETAIL. |
| | B. PROVIDE DETAILS OF THE STORMWATER UNDERGROUND |
| | STORAGE STRUCTURES. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| | |
| |
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