| Date |
Text |
| 2017-11-22 16:09:16 | THE FOLLOWING COMMENTS ARE IN RESPONSE TO THE REVIEW OF |
| | THE 10/24/2017 PACKAGE FROM THE SENIOR PLANNER. |
| | |
| | 1. SHOW A SWALE IN THE RIGHT-OF-WAY BETWEEN THE |
| | SIDEWALK AND EDGE OF PAVEMENT. ADD A CROSS SECTION OR |
| | SPOT GRADES TO INDICATE HOW THE SWALE SHOULD BE GRADED. |
| | |
| | 2. INCLUDE CITY'S STANDARD DETAIL FOR THE DRIVEWAY |
| | APRON. |
| | |
| | 3. SITE PLAN CALLS OUT PERVIOUS CONCRETE IN THE STORAGE |
| | AND PARKING AREA. DESCRIBE THE MATERIALS THAT WILL BE |
| | STORED IN THIS AREA. |
| | |
| | 4. PROVIDE DRAINAGE ARROWS ON THE PRELIMINARY |
| | ENGINEERING PLAN TO INDICATE DIRECTION OF SURFACE |
| | RUNOFF. |
| | |
| | 5. THE PRELIMINARY ENGINEERING PLAN SHOWS A PERIMETER |
| | BERM DETAIL WITH A MINIMUM BERM HEIGHT OF 13.52 FEET |
| | NAVD FOR THE 10-YEAR 3-DAY PEAK STAGE. NO DRAINAGE |
| | CALCULATIONS WERE PROVIDED TO CONFIRM THIS STAGE. SFWMD |
| | REQUIRES RUNOFF TO BE CONTROLLED TO THE 25-YEAR 3-DAY |
| | DESIGN STORM. ALL OF THE SITE APPEARS TO BE ABOVE THE |
| | 13.52 ELEVATION SO IT IS UNCLEAR WHERE THIS BERM WOULD |
| | BE NEEDED. SHOW ON THE PLAN WHERE A PERIMETER BERM WILL |
| | BE NEEDED. |
| | |
| | 6. DRAINAGE CALCULATIONS DEMONSTRATING COMPLINANCE WITH |
| | SFWMD ERP CRITERIA CAN BE SUBMITTED WITH THE |
| | ENGINEERING DEVELOPMENT PERMIT APPLICATION. |
| | |
| | 7. ADD THE NAVD TO NGVD CONVERSION FACTOR TO THE SURVEY |
| | / SITE PLAN DRAWING. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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