| Date |
Text |
| 2021-07-08 10:34:48 | 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. CONSIDER ADDING A 'NO RIGHT TURN' SIGN FOR EASTBOUND |
| | S. FLAGLER DRIVE BEFORE THE TURN ONTO TRINITY PLACE. |
| | |
| | 2. THERE APPEARS TO BE 2 INCH DROP AT THE EAST SIDE OF |
| | THE NEW CONNECTION BETWEEN TRINITY PLACE AND S. FLAGLER |
| | DRIVE (PROPOSED 3.24 FEET TO EXISTING 3.08). |
| | |
| | 3. NO DETECTIBLE WARNING HATCHING PER THE SHEET LEGEND |
| | IS SHOWN ON SHEET C5.00. |
| | |
| | 4. CONSIDER ADJUSTING THE NORTH END OF THE SIDEWALK |
| | NEXT TO THE DROP OFF AREA TO AVOID THE STORMWATER |
| | MANHOLE. |
| | |
| | 5. IT APPEARS RUNOFF FROM MOST OF THE DROP OFF AREA |
| | WILL DRAIN TO S. FLAGLER DRIVE. REGRADE THIS AREA TO |
| | LIMIT THE AMOUNT OF RUNOFF TO S. FLAGLER DRIVE. |
| | |
| | 6. VERIFY THE PROPOSED RIM ELEVATION OF 4.80 FT NAVD |
| | FOR THE EXISTING INLET SHOWN EAST OF THE SECTION A-A |
| | SYMBOL. THE NEAREST SPOT GRADE ON THE EP NEXT TO THE |
| | VALLEY GUTTER IS 4.16 FT NAVD. |
| | |
| | 7. FOR ENGINEERING PERMIT SUBMITTAL, PROVIDE A DETAIL |
| | FOR RAISING THE EXISTING STRUCTURES TO GRADE. |
| | 'CHIMNEYS' MORE THAN 8 INCHES HIGH MAY NOT PROVIDE |
| | ACCESS TO THE BOTTOM OF THE STRUCTURE. |
| | |
| | 8. FOR ENGINEERING PERMIT SUBMITTAL, PROVIDE A CATCH |
| | BASIN DETAIL SHOWING FLUSH GRATE TO BE USED IN LINE |
| | WITH THE VALLEY GUTTER. |
| | |
| | 9. PLEASE NUMBER THE DRAINAGE AND SANITARY STRUCTURES |
| | FOR EASE OF REFERENCE. |
| | |
| | 10. CAN THE YARD DRAIN SHOWN SOUTH OF THE SECTION B-B |
| | SYMBOL BE LOCATED OVER THE INTERSECTION OF THE TWO |
| | PROPOSED 12 INCH HDPE PIPES. |
| | |
| | 11. USE MINIMUM 15 INCH DIAMETER PIPE, RCP WHEN |
| | FEASIBLE. |
| | |
| | |
| | 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 OR ERP MODIFICATION |
| | IF THERE IS AN EXISTING PERMIT. |
| | |
| | 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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