| Date |
Text |
| 2021-06-10 14:40:34 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/7/2021 SUBMITTAL: |
| | |
| | |
| | 1. [PARTIALLY SATISFIED] ADD SCALE BAR TO THE |
| | GOLFCOURSE AND CLUBHOUSE ENGINEERING PLANS TO |
| | FACILITATE REVIEWING PLANS ON THE COMPUTER. [ADDITONAL |
| | COMMENTS: ONLY A FEW OF THE GOLF COURSE GRADING PLANS |
| | HAD A SCALE BAR. MOST OF THE SHEETS LABEL THE SCALE AS |
| | 1" = 30 FEET BUT THE SCALE BAR ON THE SHEET ARE AT |
| | 50-FT INCREMENTS (THOUGH THEY MAY PLOT TO SCALE). TO |
| | AVOID CONFUSION BETWEEN THE SCALE BAR AND LISTED SCALE, |
| | THE SCALE BAR MAJOR INCREMENTS SHOULD BE WHAT IS LISTED |
| | AS THE PAGE SCALE.] |
| | |
| | 2. [SATISFIED] UPDATE THE UTILITIES SHOWN ON THE |
| | CLUBHOUSE SITE PLAN AND LANDSCAPE PLANS TO SHOW WHAT IS |
| | SHOWN ON THE ENGINEERING PLANS. |
| | |
| | 3. [SATISFIED] SHOW THE EXISTING 60-INCH DIAMETER STORM |
| | PIPE AND ANY OTHER EXISTING UTILITIES ON THE LANDSCAPE |
| | PLANS. |
| | |
| | 4. [SATISFIED] CONSIDER REDUCING THE LENGTH OF PARKING |
| | SPACES BY TWO FEET AND PROVIDE TWO FEET OF LANDSCAPED |
| | AREA OVERHANG. |
| | |
| | 5. [SATISFIED] ADD ADDITIONAL SPOT GRADES, CONTOURS OR |
| | CROSS SECTIONS TO THE CLUBHOUSE PGD PLANS TO INDICATE |
| | HOW THE DEVELOPMENT WILL MEET EXISTING GRADES. |
| | |
| | 6. [SATISFIED] CONFIRM THESE IS NOT AN OUTFALL PIPE FOR |
| | THE CLUBHOUSE DRAINAGE SYSTEM. |
| | |
| | 7. [SATISFIED] 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. [PARTIALLY SATISFIED] DRAINAGE STRUCTURES UPSTREAM |
| | AND DOWNSTREAM OF EXFILTRATION TRENCHES SHOULD HAVE |
| | PRB?S TO PROLONG THE USEFUL LIFE OF THE EXFILTRATION |
| | TRENCHES. [ADDITIONAL COMMENT - CATCH BASIN AT GEORGIA |
| | AVE ENTRANCE WILL NEED A PRB. THIS CAN BE ADDRESSED |
| | WITH ENGINEERING PERMIT APPLICATION.] |
| | |
| | 9. [SATISFIED] LABEL THE SOIL CONTAMINATION AREA ON |
| | SHEET GP-7. |
| | |
| | 10. [NOT SATISFIED] SHOW AND LABEL THE SPOIL PILE |
| | EASEMENT, SFWMD C-51 SEDIMENT PROJECT EASEMENT AND |
| | SFWMD ACCESS EASEMENT ON SHEETS GP-7 AND GP-8. |
| | [ADDITONAL COMMENT: THIS CAN BE ADDRESSED WITH THE |
| | ENGINEERING PERMIT APPLICATION.] |
| | |
| | 11. [PARTIALLY SATISFIED] ENSURE THE IMPROVEMENTS AND |
| | GRADING WITHIN THE SFWMD EASEMENTS WILL NOT RESTRICT |
| | ACCESS TO THE EASEMENTS AND SPOIL PILE EASEMENT. |
| | [ADDITIONAL COMMENT - WILL NEED THE EASEMENTS SHOWN ON |
| | THE GRADING PLAN TO CONFIRM.] |
| | |
| | 12. [SATISFIED] PROVIDE A DETAIL OF THE CONTROL |
| | STRUCTURE FOR THE PROPOSED LINED LAKE [ADDITIONAL |
| | COMMENT - PLANS DO NOT SHOW AN OUTFALL FROM THE LAKE TO |
| | THE C-51 CANAL.] |
| | |
| | 13. [PARTIALLY SATISFIED] WILL SUPPLEMENTAL WATER BE |
| | ADDED TO THE PROPOSED LINED LAKE DURING THE DRY SEASON |
| | TO MAINTAIN THE LITTORAL PLANTINGS? [ADDITIONAL COMMENT |
| | - RESPONSE LETTER FROM DEVELOPER'S APPLICANT INDICATED |
| | AN IRRIGATION LINE WILL BE DISCHARING INTO THE LINED |
| | LAKE. CHECK WITH SFWMD TO SEE IF THIS USE OF IRRIGATION |
| | WATER (WHETHER FROM A WELL OR OTHER SOURCE) WILL IMPACT |
| | THE ALLOWABLE WITHDRAWABLE FROM THE C-51 CANAL.] |
| | |
| | 14. [NOT SATISFIED] ON SHEET ESC:[ADDITIONAL COMMENT: - |
| | THE FOLLOWING CAN BE INCLUDED WITH THE ENGINEERING |
| | PERMIT APPLICATION] |
| | 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. [SATISFIED] 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. |
| | |
| | NEW COMMENT: |
| | |
| | 16. FOR SECTION A-A ON SHEET C2.0, SHOW A SWALE BEFORE |
| | THE PROPERTY LINE TO CAPTURE ANY STORMWATER RUNOFF AND |
| | TO PREVENT DIRECT RUNOFF ONTO THE ADJACENT PARCEL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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