| Date |
Text |
| 2020-08-13 09:30:06 | 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. LANDSCAPE PLAN DOES NOT MATCH THE CIVIL PLAN. |
| | |
| | 2. SHOW THE PROPOSED UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 3. CONSIDER ROOT BARRIER BETWEEN TREES AND UTILITIES. |
| | |
| | 4. IF PARKING STALLS ARE REDUCED IN LENGTH BY TWO FEET, |
| | SHOW THE 2' OVERHANG IN THE LANDSCAPE AREA ON THE |
| | ENGINEERING PLANS. IF THE PARKING STALLS ARE NOT |
| | REDUCED BY TWO FEET, THEN CONSIDER REDUCING THEM AND |
| | PROVIDING ADDITIONAL LANDSCAPE AREA. |
| | |
| | 5. THE NORTH PARKING STALLS IN THE SOUTH PARKING LOT DO |
| | NOT HAVE WHEEL STOPS. |
| | |
| | 6. IT APPEARS THERE ARE TWO SEPARATE DRAINAGE SYSTEMS |
| | (OUTFALLS) ? ONE FOR THE SOUTH ROADWAY/ACCESS EASEMENT |
| | AND ONE FOR THE PARKING LOTS/BUILDINGS. MAINTAIN |
| | EXISTING DRAINAGE AREAS OR DEMONSTRATE BOTH SYSTEMS |
| | PROVIDES THE REQUIRED STORMWATER QUALITY TREATMENT |
| | VOLUMES FOR ITS TRIBUTARY DRAINAGE AREA WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 7. SHOW ON AN AERIAL MAP WHERE THE TWO OUTFALL PIPES |
| | DISCHARGE INTO THE MASTER DRAINAGE SYSTEM. |
| | |
| | 8. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED TO MEET |
| | SFWMD ERP CRITERIA INCLUDING WATER QUALITY TREATMENT, |
| | PEAK FLOW ATTENUATION, C-51 BASIN FILL ENCROACHMENT, |
| | PERIMETER GRADING, ETC. SUBMIT A DRAINAGE REPORT WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 9. LIST THE VERTICAL DATUM ON EVERY SHEET WITH |
| | ELEVATION INFORMATION. IF THE VERTICAL DATUM USED IN |
| | NOT NGVD1929 THEN PROVIDE THE CONVERSION EQUATION TO |
| | CALCULATE THE ELEVATIONS IN NGVD1929. |
| | |
| | 10. THERE APPEARS TO BE A BERM ALONG THE SOUTH PROPERTY |
| | LINE. WHERE DOES THE RUNOFF FROM THE PARKING STALLS AT |
| | THE WEST END OF THE SOUTH PARKING AREA DRAIN TO? FLOW |
| | ARROWS INDICATE TOWARD THE BERM. |
| | |
| | 11. WHAT MEASURES ARE BEING IMPLEMENTED TO PREVENT |
| | RUNOFF FROM THE SERVICE BAY/WAREHOUSE FROM FLOWING INTO |
| | THE DRAIANGE SYSTEM? |
| | |
| | 12. CONNECT ROOF DRAINS TO THE DRAINAGE SYSTEM OR |
| | DIRECT THE DISCHARGE TO PERVIOUS AREAS. |
| | |
| | |
| | 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. TURBIDITY |
| | CONTROLS MAY BE REQUIRED AT THE OUTFALLS INTO THE |
| | MASTER DRAINAGE SYSTEM. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION AND |
| | DRAINAGE CALCULATIONS FOR REVIEW PRIOR TO STARTING |
| | CONSTRUCTION. |
| | |
| | 4. PROVIDE LWDD ACCEPTANCE OF THE PROPOSED IMPROVEMENTS |
| | WITHIN ITS DRAINAGE EASEMENT(S). |
| | |
| | 5. PROVIDE A COPY OF THE LWDD DRAINAGE PERMIT. |
| | |
| | |
| |
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