| Date |
Text |
| 2018-05-17 13:02:43 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MAY |
| | 13, 2018 SUBMITTAL PACKAGE. COMMENTS # 1- 10 REFER TO |
| | WHETHER OR NOT THE COMMENTS FROM THE INITIAL STORM |
| | REVIEW WERE ADDRESSED IN THIS SUBMITTAL. |
| | |
| | 1. SURVEY IDENTIFIES THE PROJECT BEING WITHIN FEMA |
| | FLOOD ZONE 'X', WHICH IS NOT A SPECIAL FLOOD HAZARD |
| | AREA. |
| | |
| | 2. COMMENT SATISFIED. |
| | |
| | 3. VERTICAL DATUM IS LISTED AS NAVD 1988. THE CITY'S |
| | VERTICAL DATUM IS NGVD 1929. THE CITY WILL ALLOW THE |
| | USE OF NAVD 1988 PROVIDED A CONVERSION TO NGVD 19219 IS |
| | SHOWN ON THE PLANS AND SURVEY. |
| | |
| | 4. COMMENT NOT ADDRESSED. ONLY SHEET C-1 OF SIX CIVIL |
| | ENGINEERING SHEETS WAS PROVIDED. |
| | |
| | 5. COMMENT SATISFIED. |
| | |
| | 6. ADD "MIN. 3 FEET' HORIZONTAL DIMENSION NOTES BETWEEN |
| | WATER MAINS AND DRAINAGE STRUCTURES / PIPES. |
| | |
| | 7. NO CALCULATIONS PROVIDED. THESE CAN BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 8. PROVIDE GRADING ARROWS TO THE PLAN SHEET TO INDICATE |
| | SWALE DOES NOT DRAIN TO ADJACENT PROPERTY. |
| | |
| | 9. PROVIDE A TYPICAL CROSS SECTION EXTENDING FROM THE |
| | CENTERLINE OF OKEECHOBEE TO THE BACK OF WALK SHOWING |
| | PROPOSED GRADE BREAKS, DIMENSIONS, SLOPES. |
| | |
| | 10. NO LIMITS OR NOTES REGARDING MILLING AND OVERLAY |
| | PROVIDED ON THE ENGINEERING PLAN SHEET. |
| | |
| | 11. THE SEWER LATERAL ON ALPHA ROAD IS TO BE REMOVED |
| | AND CAPPED AT THE MAIN BY THE CONTRACTOR. REVISE THE |
| | NOTE ON SHEET C-1 TO INDICATE THIS. ALPHA ROAD TO BE |
| | MILLED AND OVERLAID PER THE CITY DETAIL. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| |
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