| Date |
Text |
| 2021-06-10 10:45:44 | 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. THE CITY?S OFFICIAL VERTICAL DATUM PER CITY CODE IS |
| | NGVD1929. THE CITY IS ALLOWING SURVEYS AND PLANS TO USE |
| | NAVD1988 PROVIDED THE CONVERSION EQUATION BETWEEN |
| | NAVD1988 AND NGVD1929 IS ALSO PROVIDED. PROVIDE THE |
| | CONVERSION EQUATION ON THE SURVEY. |
| | |
| | 2. LABEL THE VERTICAL DATUM AND CONVERSION EQUATION TO |
| | NGVD1929 ON ALL CIVIL ENGINEERING SHEETS WITH ELEVATION |
| | INFORMATION. |
| | |
| | 3. MINIMUM 15 INCH DIAMETER RCP DRAINAGE PIPE TO BE |
| | CONSTRUCTED WITHIN THE RIGHT OF WAY. |
| | |
| | 4. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | 5. PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. THE CITY |
| | DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION |
| | TRENCHES. |
| | |
| | 6. THE SITE PLAN SHOWS THE EXISTING CATCH BASIN ON |
| | DATURA STREET WEST OF THE DRIVEWAY. THE CIVIL PLANS |
| | SHOW THE CATCH BASIN AT THE WEST SIDE OF THE DRIVEWAY. |
| | IF THE SITE PLAN IS CORRECT, THEN SHOW THE DRIVEWAY |
| | FLARE CONNECTING INTO THE EXISTING CURB TRANSITION. IF |
| | THE CATCH BASIN IS WITHIN THE DRIVEWAY THEN IT SHOULD |
| | BE CONVERTED TO A VALLEY GUTTER TOP AND VALLEY GUTTER |
| | CONSTRUCTED ACROSS THE DRIVEWAY. |
| | |
| | 7. VALLEY GUTTER MAY NOT BE NEEDED AT THE ALLEY |
| | DRIVEWAY. COORDINATE DESIGN WITH THE CITY'S PROPOSED |
| | UTILITY IMPROVEMENT PROJECT IN THE ALLEY. |
| | |
| | 8. MAINTENANCE AGREEMENT TO BE NEEDED FOR THE |
| | IMPROVEMENTS PROPOSED IN THE RIGHT OF WAY OF QUADRILLE |
| | PLAZA DRIVE. |
| | |
| | 9. SITE SHOULD BE GRADED TO DRAIN INTERNALLY TO THE |
| | DRAINAGE SYSTEM AND NOT FLOW ACROSS THE SIDEWALKS. |
| | |
| | 10. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 11. PROVIDE CROSS SECTIONS FOR EACH DRIVEWAY AND FOR |
| | THE EAST PROPERTY LINE FROM CENTER OF RIGHT OF WAY TO |
| | 10 FEET WITHIN THE PROJECT. |
| | |
| | 12. INDICATE IF A PERIMETER BERM WILL BE REQUIRED TO |
| | CONTAIN STORMWATER RUNOFF UP TO THE 25-YEAR 3-DAY STORM |
| | EVENT. |
| | |
| | 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. PROVIDE A COPY OF THE SFWMD OR FDEP ERP (IF |
| | APPLICABLE) WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 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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