| Date |
Text |
| 2019-11-13 09:26:27 | 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 |
| | |
| | HTTPS://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO |
| | R MS,-PERMITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PROVIDE A COPY OF THE DRAINAGE EASEMENT CROSSING |
| | EXECUTIVE CENTER DRIVE. |
| | |
| | 2. SHOW DRAINAGE EASEMENT ON THE ADJACENT PROPERTY. |
| | |
| | 3. CONSIDER REDUCING THE PARKING SPACE DEPTHS AND |
| | PROVIDE TWO FEET OF PERVIOUS OVERHANG. |
| | |
| | 4. SHOW ALL OF THE DRAINAGE PIPES AT THE EXISTING INLET |
| | THAT IS BEING USED. |
| | |
| | 5. LIST VERTICAL DATUM ON THE ENGINEERING PLANS AND |
| | PROVIDE CONVERSION EQUATION TO NGVD1929. |
| | |
| | 6. IDENTIFY THE ADDITIONAL LINES CONNECTED TO THE STORM |
| | MANHOLE ON THE SURVEY. |
| | |
| | 7. ROOT BARRIERS WILL BE NEEDED BETWEEN LANDSCAPING AND |
| | UNDERGROUND UTILITIES. |
| | |
| | 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. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP PERMIT PRIOR TO |
| | STARTING CONSTRUCTION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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