| Date |
Text |
| 2017-10-17 10:31:45 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | SEPTEMBER 28, 2017 SUBMITTAL PACKAGE: |
| | |
| | 1. PROVIDE TYPICAL CROSS SECTIONS OF THE SAPODILLA AVE |
| | LANE ADDITIONS FROM THE EAST BACK OF CURB TO BACK OF |
| | SIDEWALK ALONG THE PROPOSED WEST RIGHT-OF-WAY. |
| | |
| | 2. PROVIDE CROSS SECTION OF SAPODILLA AVE AT VALET |
| | DRIVEWAY FROM EAST BACK OF CURB CURB OF SAPODILLA AVE |
| | TO BEYOND THE HIGH POINT OF THE DRIVEWAY. |
| | |
| | 3. CHECK PROPOSED GRADES OF SAPODILLA AVE. THERE IS A |
| | FLAT SPOT ALONG THE CURB LINE AND STEEP CROSS SLOPE |
| | SOUTH OF THE VALET PARKING DRIVEWAY. |
| | |
| | 4. CROSS SLOPES FOR INTERIOR AND EXTERIOR CROSSWALKS |
| | SHOULD NOT EXCEED 2%. PROVIDE SPOT GRADES ON THE |
| | GRADING PLANS THAT MEET THIS ADA DESIGN CRITERIA. |
| | |
| | 5. ADD DRAINAGE STRUCTURES BEFORE (UPSTREAM OF) THE |
| | CROSS WALKS AT THE INTERSECTION OF IRIS AND SAPODILLA |
| | TO LIMIT THE AMOUNT OF STORMWATER RUNOFF FLOWING ACROSS |
| | THE CROSSWALKS. |
| | |
| | 6. IDENTIFY WHERE THE ONSITE DRAINAGE CONTROL |
| | STRUCTURES WILL BE. ONSITE DRAINAGE SYSTEMS SHOULD BE |
| | LOCATED UPSTREAM OF THE CONTROL STRUCTURES. |
| | |
| | 7. THE ADDITIONAL PARKING AREA FOR THE LOADING ZONE |
| | APPEARS TO HAVE A 10% CROSS SLOPE. |
| | |
| | 8. DEMOLITION PLAN CALLS OUT THE CONVERSION OF AN |
| | EXISTING CATCH BASIN (APPROXIMATELY 200 FEET WEST OF |
| | THE CROSS WALK AT S. SAPODILLA) TO A STORM MANHOLE AND |
| | THE REMOVAL OF THE STORM PIPE TO THE WEST OF THE CATCH |
| | BASIN. THE PGD PLANS SHOW CONSTRUCTION OF 18? RCP FROM |
| | THIS CATCH BASIN TO STRUCTURE S-10. SHOULD THE EXISTING |
| | CATCH BASIN REMAIN A CATCH BASIN TO LIMIT THE SPREAD OF |
| | WATER AT STRUCTURE S-10? |
| | |
| | 9. THE PROPOSED BULBOUT AT IRIS AND SAPODILLA APPEARS |
| | TO INTERRUPT THE DRAINAGE FLOW PATTERN. |
| | |
| | 10. DESIGN GRADING OF VALET DRIVEWAY AND STRUCTURE S-3 |
| | TO PREVENT BY-PASS OF THE STRUCTURE DUE TO THE STEEP |
| | SLOPE OF THE DRIVEWAY. |
| | |
| | 11. LIST VERTICAL DATUM ON THE PGD PLANS. ALTHOUGH THE |
| | VERTICAL DATUM IS LISTED ON THE GENERAL NOTES SHEET, |
| | THIS SHEET IS NOT ALWAYS WITH THE PGD PLANS. |
| | |
| | 12. WIDTH OF HANDICAP PARKING SPACE (11 FEET) (SHEET |
| | SMP-1) DOES NOT MATCH THE H.C. PARKING DETAIL (SHEET |
| | PDD-2). |
| | |
| | 13. CONSIDER PLACING STOP SIGNS (R1-1) INSTEAD OF YIELD |
| | HERE TO PEDESTRIAN SIGNS (R1-5) ON THE VALET PARKING |
| | DRIVEWAY (SHEET SMP-1) |
| | |
| | 14. SUBMIT A COPY OF THE SFWMD PERMIT MODIFICATION FOR |
| | THE KRAVIS CENTER SITE WITH THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION. |
| | |
| | 15. SUBMIT A COPY OF THE SFWMD PERMIT MODIFICATION |
| | (CITY PLACE PERMIT?) FOR THE SAPODILLA AVE ROAD |
| | WIDENING WITH THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION. |
| | |
| | 16. OKEECHOBEE BLVD IS MAINTAINED BY THE FLORIDA |
| | DEPARTMENT OF TRANSPORTATION. PERMITS WILL BE NEEDED |
| | FROM FDOT FOR WORK WITHIN OKEECHOBEE BLVD RIGHT-OF-WAY. |
| | PROVIDE A COPY OF FDOT PERMIT FOR IMPROVEMENTS PROPOSED |
| | WITHIN THE OKEECHOBEE BLVD. RIGHT-OF-WAY WITH THE |
| | ENGINEERING DEVELOPMENT APPROVAL APPLICATION. |
| | |
| | 17. MINIMUM 2 FEET OF FREEBOARD ABOVE THE BASE FLOOD |
| | ELEVATION IS NOW REQUIIRED FOR STRUCTURES WITHIN |
| | SPECIAL FLOOD HAZARD AREAS AS INDICATED ON THE NEW FEMA |
| | FIRMS. |
| | |
| | 18. REVIEW SPREAD ON WEST SIDE OF SAPODILLA AVE. TO |
| | DETERMINE NEED FOR CATCH BASIN. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
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