| Date |
Text |
| 2021-11-18 13:40:31 | 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. LIST THE |
| | CONVERSION EQUATION TO NGVD1929 ON THE SURVEY AND ON |
| | THE ENGINEERING PLANS. |
| | |
| | 2. LABEL THE STREET NAMES ON THE CIVIL PLAN SHEETS. |
| | |
| | 3. CONFIRM MATERIAL AND LAYOUT OF EXISTING STORMWATER |
| | SYSTEM ON 25TH ST. |
| | |
| | 4. BROADWAY AVE NORTH OF 24TH STREET AND 24TH STREET |
| | EAST OF BROADWAY ARE MAINTAINED BY FDOT. |
| | |
| | 5. MINIMUM 15? RCP TO BE INSTALLED WITHIN CITY R/W. |
| | |
| | 6. CONFIRM EXISTING DRAINAGE STRUCTURES ARE LARGE |
| | ENOUGH TO ACCEPT NEW STORM PIPE CONNECTIONS. |
| | |
| | 7. PROVIDE CROSS SECTIONS FROM CENTERLINE OF ROAD TO |
| | FACE OF BUILDING FOR EACH SIDE AND INTERIOR OF |
| | DEVELOPMENT. |
| | |
| | |
| | 8. SHOW MILL AND PAVEMENT OVERLAY LIMITS ON THE PGD |
| | PLAN SHEETS. |
| | |
| | 9. PROVIDE SUFFICIENT OVERHEAD CLEARANCE TO MAINTAIN |
| | UTILITIES WITHIN THE RIGHT OF WAY INCLUDING THE MAKING |
| | OF REPAIRS OR REPLACING PIPE AND/OR STRUCTURES WITH |
| | HEAVY EQUIPMENT. |
| | |
| | 10. ACCESS EASEMENT FOR THE SIDEWALK ON 23RD ST MAY BE |
| | REQUIRED. |
| | |
| | 11. SHOW ADA MATS FOR SIDEWALK RAMPS. |
| | |
| | 12. EXFILTRATION TRENCHES NEXT TO BUILDINGS MAY MAKE |
| | REPLACEMENT OF THE SYSTEM IN THE FUTURE PROBLEMATIC. |
| | SUGGEST MOVING THE EXFILTRATION TRENCHES AWAY FROM THE |
| | BUILDINGS. |
| | |
| | 13. IDENTIFY STORMWATER CONTROL STRUCTURES. |
| | |
| | 14. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCHES. |
| | |
| | 15. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 2. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. ACCESS EASEMENT FOR THE SIDEWALK ON 23RD ST MAY BE |
| | REQUIRED. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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