| Date |
Text |
| 2018-08-07 11:40:01 | 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 ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. TWO FEET OF FREEBOARD ABOVE BASE FLOOD ELEVATION IS |
| | REQUIRED FOR STRUCTURES IN SPECIAL FLOOD HAZARD AREAS. |
| | THE SURVEY INDICATES THE BASE FLOOD ELEVATION IS 12.7 |
| | FEET NAVD 1988 (= 14.22 FEET NGVD 1929). MINIMUM |
| | FINISHED FLOOR WILL BE 16.22 FEET NGVD 1929. |
| | |
| | 2. LABEL EASEMENTS ON ALL THE LANDSCAPE PLANS. |
| | |
| | 3. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 4. APPROVAL FROM THE PUBLIC UTILITIES DEPARTMENT IS |
| | REQUIRED FOR THE TREES PROPOSED WITHIN THE UTILITY |
| | EASEMENTS. |
| | |
| | 5. SHOW THE LAKE MAINTENANCE AREA FOR THE EXPANDED LAKE |
| | AREA. |
| | |
| | 6. PROVIDE A CROSS SECTION OF THE PROPOSED LAKE SECTION |
| | SHOWING SLOPES AND MAXIMUM DEPTH. |
| | |
| | 7. INDICATE MILL AND OVERLAY LIMITS FOR TRENCH CUTS |
| | WITHIN THE PUBLIC RIGHT OF WAY. |
| | |
| | 8. THE PAVILION APPEARS TO BE WITHIN THE PROPOSED |
| | DRAINAGE EASEMENT. CAN THE EXISTING OUTFALL PIPE BE |
| | MOVED TO THE CENTER OF THE EXISTING DRAINAGE EASEMENT? |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. PROVIDE A COPY OF THE MODIFIED SFWMD ERP APPROVAL |
| | PRIOR TO STARTING CONSTRUCTION. |
| | - IT APPEARS THIS PROPERTY IS IN BASIN 2 OF THE MASTER |
| | SYSTEM AND THE CONCEPTUAL ENGINEERING PLAN SHOWS PART |
| | OF THE SITE WILL DISCHARGE TO THE LAKE IN BASIN 1. |
| | - EXHIBIT 6 OF THE STAFF REPORT FOR ERP PERMIT |
| | MODIFICATION FOR APPLICATION NO. 000323-13 INDICATES |
| | 356 LINEAR FEET OF 4. X 8 EXFILTRATION TRENCH IS NEEDED |
| | IN BASIN 2 TO MEET THE C-51 BASIN RULE. IS THIS TRENCH |
| | STILL NECESSARY AND WILL THE LENGTH NEED TO BE ADJUSTED |
| | BASED ON THE CURRENT DESIGN CONFIGURATION ON THIS |
| | PARCEL. |
| | |
| | 3. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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