| Date |
Text |
| 2022-12-15 16:56:46 | 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. PROVIE A WRITTEN RESPONSE ON HOW EACH |
| | COMMENT WAS ADDRESSED. |
| | |
| | 1. 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. ORIENT THE NORTH ARROW IN THE CORRECT DIRECTION ON |
| | THE CONCEPTUAL PAVING, DRAINAGE, WATER AND WASTEWATER |
| | PLAN. |
| | |
| | 3. 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. WHERE IS STORMWATER QUALITY TREATMENT BEING |
| | PROVIDED? PREVIOUS IMPROVEMENTS AT THE SCIENCE CENTER |
| | UTILIZED EXFILTRATION TRENCH. |
| | |
| | 5. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS IN NEW |
| | EXFILTRATION SYSTEMS. |
| | |
| | 6. 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. SHOW EXISTING AND PROPOSED TOP OF BANKS FOR THE |
| | LAKES. |
| | |
| | 8. PROVIDE CROSS SECTIONS FOR: |
| | A. LAKE EXPANSION |
| | B. PARKING LOTS |
| | C. ROADWAY (WITH AND WITHOUT PARKING) |
| | |
| | 9. PROVIDE PHASING DEMOLITION PLANS. |
| | |
| | 10. PROVIDE EXISTING AND PROPOSED SPOT GRADES FOR THE |
| | ROADWAY, PARKING LOTS AND LANDSCAPE AREAS. |
| | |
| | 11. PROVIDE CURRENT SFWMD STAGE CRITERIA FOR SETTING |
| | MINIMUM ROAD ELEVATION, PERIMETER BERMS, FINISHED FLOOR |
| | ELEVATIONS. |
| | |
| | 12. 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. |
| | 12. 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. |
| | |
| | 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. NOTE SITE IS WITHIN THE C-51 |
| | DRAINAGE BASIN. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING 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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