| Date |
Text |
| 2023-03-17 10:07:28 | TJHE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 2/16/2023 SUBMITTAL: |
| | |
| | |
| | 1. [SATISFIED] THE CITY'S OFFICIAL VERTICAL DATUM IS |
| | NGVD1929. THE CITY HAS ALLOWED THE USE OF NAVD1988 AS |
| | LONG AS THE CONVERSION EQUATION TO NGVD1929 AT THE |
| | PROJECT LOCATION IS PROVIDED. PROVIDE VERTICAL DATUM |
| | REFERENCE AND CONVERSION TO NGVD1929 ON EVERY SHEET |
| | WITH ELEVATION INFORMATION. |
| | |
| | 2. [SATISFIED] ORIENT THE NORTH ARROW IN THE CORRECT |
| | DIRECTION ON THE CONCEPTUAL PAVING, DRAINAGE, WATER AND |
| | WASTEWATER PLAN. |
| | |
| | 3. [PARTIALLY SATISFIED - RESPONSE INDICATED FINAL |
| | DESIGN TO CONSIDER THE COMMENT] CONSIDER REDUCING THE |
| | AMOUNT OF DRAINAGE STRUCTURES BY SLOPING THE PARKING |
| | LOTS NORTH OF THE PARK ACCESS ROAD (SOUTH OF BUILDING |
| | 5) SOUTHWARD TO FLOW INTO THE LANDSCAPE AREA BETWEEN |
| | THE PARKING LOT AND ROADWAY. THE LANDSCAPE SPACE WILL |
| | PROVIDE MORE WATER QUALITY TREATMENT THAN IF THE INLETS |
| | WERE WITHIN THE PARKING LOT. |
| | |
| | 4. [SATISFIED - SFWMD TO APPROVE WQ TREATMENT METHOD] |
| | WHERE IS STORMWATER QUALITY TREATMENT BEING PROVIDED? |
| | PREVIOUS IMPROVEMENTS AT THE SCIENCE CENTER UTILIZED |
| | EXFILTRATION TRENCH. |
| | |
| | 5. [SATISFIED] THE CITY DOES NOT ALLOW THE USE OF |
| | BLEEDERS IN NEW EXFILTRATION SYSTEMS. |
| | |
| | 6. [SATISFIED] ARE SIDEWALKS NEEDED ON BOTH SIDES OF |
| | THE ACCESS ROADWAY? CONSIDER ONLY ONE 6-FEET WIDE |
| | (EXCLUSIVE OF PARKING OVERHANG) SIDEWALK ON ONLY ONE |
| | SIDE OF THE ACCESS ROADWAY. |
| | |
| | 7. [SATISFIED] SHOW EXISTING AND PROPOSED TOP OF BANKS |
| | FOR THE LAKES. |
| | |
| | 8. [NOT SATISFIED - RESPONSE INDICATED THE CROSS |
| | SECTIONS WILL BE PROVIDED WITH FINAL DESIGN] PROVIDE |
| | CROSS SECTIONS FOR: |
| | A. LAKE EXPANSION |
| | B. PARKING LOTS |
| | C. ROADWAY (WITH AND WITHOUT PARKING) |
| | |
| | 9. [NOT SATISFIED - DEMOLITION PHASING SHOULD NOT |
| | AFFECT THE SITE PLAN] PROVIDE PHASING DEMOLITION PLANS. |
| | |
| | 10. [NOT SATISFIED RESPONSE INDICATED INFORMATION WILL |
| | BE PROVIDED WITH FINAL DESIGN] PROVIDE EXISTING AND |
| | PROPOSED SPOT GRADES FOR THE ROADWAY, PARKING LOTS AND |
| | LANDSCAPE AREAS. |
| | |
| | 11. [NOT SATISFIED - RESPONSE INDICATED INFORMATION |
| | WILL BE PROVIDED WITH THE FINAL DESIGN] PROVIDE CURRENT |
| | SFWMD STAGE CRITERIA FOR SETTING MINIMUM ROAD |
| | ELEVATION, PERIMETER BERMS, FINISHED FLOOR ELEVATIONS. |
| | |
| | 12. [SATISFIED] THE PROPERTY IS WITHIN AN AE SPECIAL |
| | FLOOD HAZARD AREA WITH BASE FLOOD ELEVATION OF 12.2 |
| | FEET NAVD. STRUCTURES WITHIN A SPECIAL FLOOD HAZARD |
| | AREA ARE TO HAVE A MINIMUM OF 2 FEET OF FREEBOARD ABOVE |
| | THE BASE FLOOD ELEVATION. |
| | |
| | 13. [NOT SATISFIED] ON SHEET 8 OF 10 OF THE SURVEY, THE |
| | SCALE IS INCORRECTLY LABELED IN THE TITLE BLOCK (1 INCH |
| | = 20 FEET) AND ON THE SCALE BAR (1 INCH = 100 FEET). |
| | THE CORRECT SCALE APPEARS TO BE 1 INCH = 50 FEET. |
| | |
| | NEW COMMENTS (2/13/2023 SUBMITTAL): |
| | 14. EOR INFORMED STAFF THAT SFWMD C-51 100-YEAR FLOOD |
| | STAGE IS HIGHER THAN THE FEMA BASE FLOOD ELEVATION. THE |
| | BUILDING OFFICIAL SHOULD BE CONSULTED AS TO WHICH FLOOD |
| | ELEVATION THE FREEBOARD IS TO BE APPLIED TO. |
| | |
| | 15. THE BUIDLING OFFICIAL SHOULD BE CONSULTED TO |
| | DETERMINE IF THE PROPOSED EXPANSION WILL TRIGGER THE |
| | "SUBSTANTIAL IMPROVEMENT" NEED FOR FLOOD PROTECTING THE |
| | EXISTING BUILDINGS. |
| | |
| | CONDITIONS FOR SITE PLAN APPROVAL: |
| | 1. NO SPOT GRADES OR CROSS SECTIONS WERE PROVIDED. WHEN |
| | THIS INFORMATION IS PROVIDED DURING FINAL ENGINEERING |
| | DESIGN, IT MAY AFFECT THE SITE PLAN AND A SITE PLAN |
| | AMENDMENT MAY BE NECESSARY. |
| | |
| | 2. SURVEY SCALES ON SHEET 8 OF 10 OF THE SURVEY NEEDS |
| | TO BE CORRECTED. |
| | |
| | 3. EXISTING BUILDINGS MAY NEED TO BE BROUGHT INTO |
| | COMPLIANCE WITH THE CITY'S FLOOD PROTECTION |
| | REQUIREMENTS IF THE PROPOSED EXPANSION WILL BE |
| | CONSIDERED A SUBSTANTIAL IMPROVEMENT FOR THE EXSITING |
| | BUILDINGS. |
| | |
| | 4. FFE ELEVATION TO BE SET ACCORDING THE FLOOD SET |
| | ACCORDING TO THE FLOOD STAGE THAT THE DEVELOPMENTAL |
| | SERVICES DEPARTMENT CONSIDERS AS THE BASE FLOOD |
| | ELEVATION (FEMA FIRM OR SFWMD C-51 BASIN CRITERIA). |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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