| Date |
Text |
| 2022-05-12 12:55:17 | 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. REVISE THE LAYOUT OF THE EXISTING STORM PIPE |
| | CROSSING 27TH STREET BY MOVING THE NORTH END OF THE |
| | PIPE FROM THE CATCH BASIN (WITH RIM ELEVATION 12.28 FT |
| | NAVD) TO A MANHOLE THAT IS LOCATED IN THE SWALE OF |
| | ELECTRONICS WAY EAST OF THE CATCH BASIN. THEN ADD AN |
| | EXISTING 36 INCH RCP PIPE BETWEEN THE MANHOLE AND THE |
| | CATCH BASIN TO THE WEST. |
| | |
| | 2. REVIEW THE PROPOSED GRADING OF THE INTERIOR SWALE |
| | ALONG THE NORTH PERIMETER. NEARLY 12.5 FEET IS NEEDED |
| | BETWEEN THE CORNER OF THE SIDEWALK (AT NORTHWEST CORNER |
| | OF THE BUILDING) AND THE NORTH PROPERTY LINE BUT THERE |
| | IS ONLY ABOUT 10.5 FEET. APPROXIMATELY 12.5 FEET IS |
| | NEEDED BETWEEN THE BIKE RACK AND NORTH PROPERTY LINE |
| | BUT ONLY 10 FEET IS AVAILABLE (SECTION B-B). |
| | |
| | 3. SECTION D-D - INDICATE HOW THE GROUND WILL SLOPE |
| | BETWEEN THE FENCE AND BACK OF CURB. PROVIDE A SWALE |
| | BETWEEN THE FENCE AND THE SOUTH PROPERTY LINE TO |
| | PREVENT DIRECT RUNOFF ONTO THE ADJACENT PROPERTY. |
| | |
| | 4. CONSIDER REDUCING THE PARKING SPACES ALONG THE WEST |
| | PROPERTY LINE AND PROVIDE 2 FEET OF OVERHANG. TYPE D |
| | CURB COULD REPLACE THE WHEEL STOPS. |
| | |
| | 5. MOVE THE HIGH POINT OF THE DRIVEWAY CLOSER TO THE |
| | EAST PROPERTY LINE SO THAT A PORTION OR ALL OF THE |
| | LOADING PARKING SPACE WILL DRAIN TO THE INTERIOR OF THE |
| | SITE INSTEAD OF THE RIGHT OF WAY. |
| | |
| | 6. LIST THE TOP OF TRENCH ELEVATION AND BOTTOM OF |
| | TRENCH ELEVATION ON THE EXFILTRATION TRENCH DETAIL |
| | CROSS SECTION. |
| | |
| | 7. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 8. ON SHEETS 4 AND 5, WHAT DOES THE HEAVY SINGLE SHORT |
| | DASH - LONG DASH LINE REPRESENT THAT IS SHOWN IN THE |
| | INTERIOR OF THE WEST PARCEL? |
| | |
| | 9. SITE IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. |
| | MINIMUM TWO FEET OF FREEBOARD ARE REQUIRED ABOVE THE |
| | BASE FLOOD ELEVATION. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT MODIFICATION BEFORE |
| | START OF CONSTRUCTION. |
| | |
| | 3. PROVIDE AN EROSION CONTROL PLAN WITH THE ENGINEEINRG |
| | PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
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