| Date |
Text |
| 2019-06-05 17:49:05 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/21/19 SUBMITTAL: |
| | |
| | 1. FOR SECTION C-C ON SHEET 6 OF 10, LIST THE 25-YEAR |
| | 3-DAY PEAK STAGE IN REFERENCE TO THE VERTICAL DATUM |
| | USED ON THE PLANS (NGVD1929). THE PEAK STAGE FOR |
| | SECTION C-C DOES NOT MATCH THE PEAK STAGE LISTED FOR |
| | THE PERIMETER ELEVATION DETAIL ?PE? ON THE SAME SHEET. |
| | |
| | 2. PROVIDE PROPOSED SPOT GRADES FOR THE SOUTHEAST |
| | PARKING LOT. |
| | |
| | 3. PROVIDE PROPOSED SPOT GRADES AT THE WEST DRIVEWAY TO |
| | ENSURE DRAINAGE FROM THE LWDD PARCEL CONTINUES TO FLOW |
| | SOUTH INSTEAD OF DOWN THE DRIVEWAY. |
| | |
| | 4. CHECK THE GRADING OF THE RESTAURANT?S DRIVE-THRU |
| | LANE OR THE RIM ELEVATION OF TMH#6. GRADES INDICATE THE |
| | DRIVE CROSS SLOPE SWITCHES FROM FLOWING TOWARD THE |
| | INNNER CURB TO FLOWING TO THE OUTSIDE CURB AND THEN |
| | FLOWING BACK TO THE INSIDE CURB. |
| | |
| | 5. INDICATE WHICH STRUCTURES WILL HAVE PRB?S AND WHICH |
| | STRUCTURE WALL THEY WILL BE ATTACHED TO ON THE DRAINAGE |
| | PLAN. |
| | |
| | 6. SUGGEST ADDING LEFT AND RIGHT ARROW PAVEMENT |
| | MARKINGS ON THE DRIVEWAY FROM OKEECHOBEE AND STRAIGHT |
| | ARROWS IN FRONT OF THE STOP BARS FOR THE EAST AND WEST |
| | APPROACHES. |
| | |
| | 7. SUGGEST ADDING AN ADDITIONAL STOP BAR AT THE |
| | INTERSECTION TO THE SOUTHWEST OF THE EAST BUILDING. THE |
| | SOUTH AND WEST APPROACHES ARE IN CLONFLICT WITH NO |
| | TRAFFIC CONTROL. |
| | |
| | 8. LWDD TO APPROVE LANDSCAPE PLANS FOR THEIR PARCEL. |
| | |
| | 9. LABEL THE WEIR ELEVATIONS FOR STRUCTURES MH#3, CB#4 |
| | AND MH#6. |
| | |
| | 10. DESCRIBE HOW WATER QUALITY TREATMENT IS BEING |
| | PROVIDED FOR STORMWATER RUNOFF FLOWING TO CB#7. |
| | |
| | 11. NEITHER THE SURVEY NOR THE CIVIL PLANS ARE SIGNED |
| | AND SEALED. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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