| Date |
Text |
| 2020-06-11 10:12:15 | 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. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | REQUIREMENTS FOR WATER QUALITY TREATMENT AND PEAK FLOW |
| | ATTENUATION. CONCEPTUAL ENGINEERING PLAN SHOWS |
| | UNDERGROUND STORAGE CHAMBERS, WHICH STAFF SUPPORTS IN |
| | LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 2. LABEL THE ROADWAY ON THE ENGINEERING PLANS. |
| | |
| | 3. PRESIDENTIAL WAY IS A PRIVATE ROAD, OWNED BY |
| | PRESIDENTIAL WAY ASSN INC. ACCORDING TO THE COUNTY |
| | PROPERTY APPRAISER?S WEBSITE. PERMISSION MAY BE NEEDED |
| | FROM THE OWNER FOR WORK WITHIN THE ROADWAY PARCEL. |
| | |
| | 4. THE OVERALL MASTER DRAINAGE SYSTEM IS MAINTAINED BY |
| | BANYAN CAY DEVELOPMENT LLC ACCORDING TO SFWMD PERMIT |
| | 50-07830-P (APPL. 161104-19). PROVIDE A LETTER FROM THE |
| | ENTITY INDICATING ITS ACCEPTANCE OF THE STORMWATER |
| | RUNOFF FROM THIS PROJECT INTO THE MASTER DRAINAGE |
| | SYSTEM. |
| | |
| | 5. CONSIDER PROVIDING AN OUTFALL DIRECTLY INTO THE GOLF |
| | COURSE LAKE INSTEAD OF CONNECTING TO THE ROADWAY CATCH |
| | BASIN INLET. A DRAINAGE EASEMENT WILL LIKELY BE NEEDED |
| | IN EITHER DESIGN. |
| | |
| | 6. THE BOUNDARY SURVEY PREPARED BY GEOPOINT SURVEYING, |
| | INC. PROVIDES A CONVERSION FACTOR OF 1.539 FEET BETWEEN |
| | NAVD1988 AND NGVD1929 VERTICAL DATUMS. THE CONCEPTUAL |
| | ENGINEERING PLANS PROVIDES A CONVERSION FACTOR OF 1.47 |
| | FEET. PLEASE RECTIFY THIS DISCREPANCY. |
| | |
| | 7. PROVIDE TYPICAL CROSS SECTIONS FOR ALL PROPERTY |
| | LINES BETWEEN THE PROPERTY LINE AND BACK OF SIDEWALK OR |
| | BUILDING FACE. SHOW HOW THE PROJECT WILL TIE INTO THE |
| | EXISTING GRADE AT THE PROPERTY LINE. LABEL ROAD RIGHT |
| | OF WAY, LANDSCAPE BUFFERS AND ANY EASEMENTS ON THE |
| | CROSS SECTIONS. |
| | |
| | |
| | |
| | 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. |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION PRIOR |
| | TO STARTING CONSTRUCTION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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