| Date |
Text |
| 2021-04-06 21:40:24 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | ENGINEERING PLANS SUBMITTED 3/25/2021: |
| | |
| | 1. PROVIDE SPOT GRADES OR FLOW ARROWS FOR THE PARKING |
| | AREAS NORTH OF BISCAYNE DR. |
| | |
| | 2. INDICATE IF THE SIDEWALK ALONG THE EAST SIDE OF THE |
| | PARKING LOT NORTH OF BISCAYNE DR WILL BE FLUSH OR |
| | ELEVATED WITH THE PARKING SPACES. |
| | |
| | 3. EXISTING CATCH BASINS IN THE PARKING LOT NORTH OF |
| | BISCAYNE DR SHOULD HAVE BAFFLES INSTALLED TO PROTECT |
| | THE EXFILTRATION TRENCHES. |
| | |
| | 4. CONSIDER USING THE EXISTING CATCH BASIN SOUTH OF |
| | S-102 INSTEAD OF STRUCTURE S-102 TO CONNECT THE NEW |
| | EXFILTRATION TRENCHES WITH THE EXISTING DRAINAGE |
| | SYSTEM. THIS WILL MOVE THE EAST-WEST DRAINAGE PIPE OUT |
| | OF THE LANDSCAPE ISLAND. |
| | |
| | 5. CONFIRM THE EXISTING DRAINAGE AND SANITARY SEWER |
| | MAINS ARE CORRECLTY SHOWN AT THE EAST END OF BISCAYNE |
| | DR (EAST OF THE ALLEY). |
| | |
| | 6. THE CITY MAY HAVE TO OBTAIN AN EASEMENT OVER THE |
| | EASTERN TWO CATCH BASINS AND DOWNSTREAM STORM PIPES AND |
| | STRUCTURES IN BISCAYNE DR. RIGHT OF WAY. |
| | |
| | 7. PROVIDE CROSS SECTION FOR DRIVEWAY ONTO FLAMINGO DR. |
| | |
| | 8. CURB INLET DRAINAGE STRUCTURE AT FLAMINGO DRIVE |
| | DRIVEWAY WILL NEED TO BE MODIFIED. SHOW PIPE |
| | CONNECTION(S) TO THE STRUCTURE. |
| | |
| | 9. THE DRAINAGE SYSTEM IS TO BE DESIGNED TO MEET SFWMD |
| | ERP CRITERIA. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
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