| Date |
Text |
| 2022-09-08 13:34:24 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE THE VERTICAL REFERENCE AND DATUM |
| | CONVERSION TO NGVD1929 ON EACH ENGINEERING PLAN SHEET |
| | WITH ELEVATION INFORMATION. PROVIDE THE CONVERSION |
| | EQUATION TO THE SURVEY. |
| | |
| | 2. N. DIXIE HWY IS MAINTAINED BY FDOT. FDOT TO APPROVE |
| | ALL IMPROVEMENTS WITHIN THE R/W |
| | |
| | 3. REMOVE EXISTING DRIVEWAY APRONS AND DROP CURBS |
| | WITHIN THE 20TH ST. R/W. |
| | |
| | 4. PROVIDE SWALES ON THE NORTH AND WEST SIDES OF THE |
| | PADEL COURTS TO COLLECT AND INFILTRATE STORMWATER |
| | RUNOFF. |
| | |
| | 5. PROVIDE SECTION THROUGH DRIVEWAY FROM SOUTH R/W OF |
| | ALLEY TO 5 FEET PAST THE HIGH POINT OF THE DRIVEWAY. |
| | SHOW AND LABEL SURFACE FEATURES, GRADE BREAKS, SURFACE |
| | SLOPE DIRECTIONS, R/W LINES, DIMENSIONS, ETC. |
| | |
| | 6. IT APPEARS THE CURB IN THE ALLEY WILL NEED ADJUSTED |
| | OR THE DRIVEWAY APRON EXTENDED TO THE EXISTING CURB. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT MODIFICATION BEFORE |
| | START OF CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
Print |