| Date |
Text |
| 2021-06-10 11:29:08 | 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. PROJECT SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA. |
| | DRAFT COASTAL FLOOD ZONE MAPS HAVE BEEN ISSUED BY FEMA |
| | THAT MAY SHOW A HIGHER BASE FLOOD ELEVATION THAN WHAT |
| | IS SHOWN ON THE CURRENT FLOOD INSURANCE RATE MAPS. TWO |
| | FEET OF FREEBOARD ABOVE THE BFE WILL BE REQUIRED FOR |
| | THE FINISHED FLOOR ELEVATION AND ANY |
| | MECHANICAL/ELECTRICAL EQUIPMENT. |
| | |
| | 2. LABEL THE VERTICAL DATUM AND CONVERSION EQUATION TO |
| | NGVD1929 ON ALL CIVIL ENGINEERING SHEETS WITH ELEVATION |
| | INFORMATION. |
| | |
| | 3. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA AND CONSIDER SEA LEVEL RISE. |
| | |
| | 4. MINIMUM 15 INCH DIAMETER RCP PIPE WITHIN THE RIGHT |
| | OF WAY. |
| | |
| | 5. CURB RAMP AT CORNER OF CURRIE CRESCENT AND S. OLIVE |
| | AVE TO MEET CURRENT ADA CRITERIA. |
| | |
| | 6. UPDATE FDOT STANDARD INDEX REFERENCES TO FDOT |
| | STANDARD PLAN REFERENCES. |
| | |
| | 7. PROVIDE CROSS SECTIONS AT ALL DRIVEWAYS FROM THE |
| | CENTERLINE OF THE ROAD TO 10 FEET WITHIN THE PROPERTY. |
| | PROVIDE CROSS SLOPE INFORMATION FOR EACH CHANGE IN |
| | SLOPE. SHOW THE LOCATION OF THE RIGHT OF WAY LINE. |
| | |
| | 8. PROVIDE TYPICAL CROSS SECTIONS FOR EACH SIDE OF THE |
| | BUILDING FROM THE ROAD CENTERLINE TO THE FACE OF THE |
| | BUILDING. SHOW THE LOCATION OF THE PROPERTY LINE. |
| | |
| | 9. THE ELEVATION OF THE TRENCH GRATES ACROSS THE |
| | DRIVEWAYS SHOULD NOT BE LOWER THAN THE PERIMETER BERM |
| | ELEVATION. |
| | |
| | 10. PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. |
| | |
| | 11. SHOW SIDEWALK REPLACEMENT WHERE UTILITIES WILL BE |
| | CONSTRUCTED. |
| | |
| | 12. IT APPEARS THERE WILL BE PARKING LOCATED BELOW THE |
| | GROUNDWATER TABLE ELEVATION. DESCRIBE HOW THE |
| | GROUNDWATER WILL BE PREVENTED FROM ENTERING THE BELOW |
| | GRADE PARKING AREA. |
| | |
| | 13. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | |
| | 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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