| Date |
Text |
| 2021-05-08 23:23:07 | 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. PROVIDE CROSS SECTIONS FROM EACH PROPERTY LINE TO |
| | THE FACE OF THE BUILDING. THERE SHOULD NOT BE DIRECT |
| | RUNOFF ONTO ADJACENT PROPERTY OR ACROSS THE PUBLIC |
| | SIDEWALK. |
| | |
| | 2. EXISTING STORM PIPE IN GEORGIA AVE IS 60? RCP, NOT |
| | 24? RCP. |
| | |
| | 3. THERE IS A 20? PCCP WATER MAIN NEAR THE EAST CURB OF |
| | GEORGIA AVE THAT MAY BE IN CONFLICT WITH THE PROPOSED |
| | STORM OUTFALL PIPE. |
| | |
| | 4. WHAT IS THE PERIMETER BERM ELEVATION? THE GRATE |
| | ELEVATION OF THE PROPOSED TRENCH DRAINS SHOULD NOT BE |
| | LOWER THAN THE PERIMETER BERM ELEVATION. |
| | |
| | 5. PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. |
| | |
| | 6. IS THE PROPOSED FIRE HYDRANT NECESSARY? THERE IS AN |
| | EXISTING FH LESS THAN 200 FEET SOUTH ON THE WEST SIDE |
| | OF GEORGIA AVE. ON-STREET PARKING SPACES CANNOT BE |
| | WITHIN 18 FEET OF THE CENTER PLUG OF THE FH. |
| | |
| | 7. ADD DRAINAGE FLOW ARROWS ON THE CONCEPTUAL PAVING, |
| | GRADING AND DRAINAGE PLAN. |
| | |
| | 8. CONSIDER REDUCING THE LENGTH OF THE PARKING SPACES |
| | AND PROVIDE 2 FEET OF LANDSCAPED OVERHANG. |
| | |
| | 9. SHOW SIDEWALK REPLACEMENT WHERE UTILITIES WILL BE |
| | CONSTRUCTED ACROSS THE SIDEWALK. |
| | |
| | 10. THE SLOPE OF THE SIDEWALK ADJACENT TO THE NORTH |
| | DRIVEWAY APPEARS TO EXCEED 5% AND MAY BE CONSIDERED A |
| | RAMP AND REQUIRE A HANDRAIL. |
| | |
| | |
| | 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 A COPY OF THE SFWMD ERP BEFORE THE START OF |
| | CONSTRUCTION. |
| | |
| | 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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