| Date |
Text |
| 2021-03-10 22:39:43 | 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. RELOCATE THE PROPOSED CONTROL STRUCTURE TO WITHIN |
| | THE PROPERTY. |
| | |
| | 2. NO PROPOSED GRADES ARE PROVIDED ON THE CONCEPTUAL |
| | ENGINEERING PLAN. MINIMIZE THE AMOUNT OF PAVED AREAS |
| | FLOWING ONTO ADJACENT PROPERTY. |
| | |
| | 3. THE 12' DRAINAGE EASEMENT ALONG THE SOUTHEAST |
| | PROPERTY LINE MAY BE IN USE BY THE BEST BUY PARCEL TO |
| | CONVEY EXCESS STORMWATER RUNOFF TO THE DITCH ON THE |
| | EAST SIDE OF EXECUTIVE CENTER DRIVE. REVIEW RECORDED |
| | EASEMENT DOCUMENT TO DETERMINE IF THERE ARE |
| | RESTRICTIONS OF CONSTRUCTING STRUCTURES WITHIN THE |
| | DRAINAGE EASEMENT SUCH AS THE PROPOSED DUMPSTER |
| | ENCLOSURE. |
| | |
| | 4. DETERMINE IF THE STORM PIPE FROM THE SOUTHEAST |
| | CORNER OF THE BEST BUY LOT CONNECTS TO THE CATCH BASIN |
| | INLET IN THE SOUTHEAST CORNER OF THE CHINESE RESTAURANT |
| | (CARWASH) SITE OR TO THE EXISTING MANHOLE IN THE |
| | BRANDSMART DRIVEWAY OR GOES ALL THE WAY TO THE DITCH ON |
| | THE EAST SIDE OF EXCUTIVE CENTER DRIVE AND SHOW THIS |
| | PIPE ON THE CONCEPTUAL ENGINEERING PLAN. |
| | |
| | 5. THE DRAINAGE SYSTEM IS TO BE DESIGNED TO BE SFWMD |
| | ERP CRITERIA WATER QUALITY AND PEAK FLOW LIMITATIONS. |
| | IF A PERIMETER BERM IS NEEDED TO CONTROL DISCHARGE UP |
| | TO THE 25-YEAR 3-DAY DESIGN STORM, HOW WILL THIS |
| | PERIMETER ELEVATION BE ACHIEVED AT THE DRIVEWAYS TO |
| | OFFSITE PARCELS? HOW DOES THE PEAK 25-YEAR 3-DAY STAGE |
| | COMPARE TO THE 25-YEAR 3-DAY PEAK STAGE OF ADJACENT |
| | SITES? |
| | |
| | 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 BEFORE |
| | THE START OF CONSTRUCTION. |
| | |
| | 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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