| Date |
Text |
| 2021-04-08 08:46:16 | 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. ADD SCALE BAR TO THE GOLFCOURSE AND CLUBHOUSE |
| | ENGINEERING PLANS TO FACILITATE REVIEWING PLANS ON THE |
| | COMPUTER. |
| | |
| | 2. UPDATE THE UTILITIES SHOWN ON THE CLUBHOUSE SITE |
| | PLAN AND LANDSCAPE PLANS TO SHOW WHAT IS SHOWN ON THE |
| | ENGINEERING PLANS. |
| | |
| | 3. SHOW THE EXISTING 60? STORM PIPE AND ANY OTHER |
| | EXISTING UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 4. CONSIDER REDUCING THE LENGTH OF PARKING SPACES BY |
| | TWO FEET AND PROVIDE TWO FEET OF LANDSCAPED AREA |
| | OVERHANG. |
| | |
| | 5. ADD ADDITIONAL SPOT GRADES, CONTOURS OR CROSS |
| | SECTIONS TO THE CLUBHOUSE PGD PLANS TO INDICATE HOW THE |
| | DEVELOPMENT WILL MEET EXISTING GRADES. |
| | |
| | 6. CONFIRM THESE IS NOT AN OUTFALL PIPE FOR THE |
| | CLUBHOUSE DRAINAGE SYSTEM. |
| | |
| | 7. CONSIDER COMBINING THE TWO INLETS AT THE CLUBHOUSE |
| | ENTRANCE AS ONE CATCH BASIN INLET IN THE LANDSCAPED |
| | MEDIAN WITH FLUMES TO GET THE STORMWATER RUNOFF INTO |
| | THE MEDIAN. |
| | |
| | 8. DRAINAGE STRUCTURES UPSTREAM AND DOWNSTREAM OF |
| | EXFILTRATION TRENCHES SHOULD HAVE PRB?S TO PROLONG THE |
| | USEFUL LIFE OF THE EXFILTRATION TRENCHES. |
| | |
| | 9. LABEL THE SOIL CONTAMINATION AREA ON SHEET GP-7. |
| | |
| | 10. SHOW AND LABEL THE SPOIL PILE EASEMENT, SFWMD C-51 |
| | SEDIMENT PROJECT EASEMENT AND SFWMD ACCESS EASEMENT ON |
| | SHEETS GP-7 AND GP-8. |
| | |
| | 11. ENSURE THE IMPROVEMENTS AND GRADING WITHIN THE |
| | SFWMD EASEMENTS WILL NOT RESTRICT ACCESS TO THE |
| | EASEMENTS AND SPOIL PILE EASEMENT. |
| | |
| | 12. PROVIDE A DETAIL OF THE CONTROL STRUCTURE FOR THE |
| | PROPOSED LINED LAKE. |
| | |
| | 13. WILL SUPPLEMENTAL WATER BE ADDED TO THE PROPOSED |
| | LINED LAKE DURING THE DRY SEASON TO MAINTAIN THE |
| | LITTORAL PLANTINGS? |
| | |
| | 14. ON SHEET ESC: |
| | A. SHOW PROTECTION OF THE CATCH BASIN IN THE EXISTING |
| | DRY DETENTION AREA IN THE SOUTHEAST CORNER OF THE SITE. |
| | B. SHOW FLOATING TURBIDITY BARRIER ON THE EXISTING AND |
| | PROPOSED OUTFALLS IN THE C-51 CANAL. |
| | |
| | 15. THE GOLF COURSE DRAINAGE CALCULATIONS SUMMARY PAGE |
| | LISTS THE 5-YR 1-DAY POST-DEVELOPMENT PEAK STAGE BUT |
| | THIS DESIGN STORM DOES NOT APPEAR IN THE ANALYSIS. |
| | |
| | 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 COPY OF MODIFIED SFWMD ERP PERMIT(S) BEFORE |
| | START OF CONSTRUCTION. |
| | |
| | 4. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE |
| | ENGINEERING PERMIT APPLICATION. DRAINAGE SYSTEMS TO BE |
| | DESIGNED TO MEET SFWMD ERP CRITERIA. |
| | |
| | 5. PERMIT WILL BE NEEDED FROM SFWMD TO WORK WITHIN THE |
| | C-51 CANAL R/W. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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