| Date |
Text |
| 2022-08-11 11:17:17 | 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. LAKEVIEW AVE AND OKEECHOBEE BLVD ARE MAINTAINED BY |
| | FDOT. ANY IMPROVEMENTS WITHIN THESE RIGHTS OF WAY WILL |
| | REQUIRE APPROVAL FROM FDOT. |
| | |
| | 2. DEMOLITION PLANS APPEAR TO SHOW ELEVATIONS FOR |
| | DIFFERENT VERTICAL DATUMS. |
| | |
| | 3. LABEL ALL STREETS ON ALL THE ENGINEERING PLANS (E.G. |
| | S. OLIVE AVE. ON SHEET C2.01). |
| | |
| | 4. SHOW RIGHT OF WAY LINES WHERE DEMOLITION OR |
| | IMPROVEMENTS ARE PROPOSED. SHOW RIGHT OF WAY LINES ON |
| | OPPOSITE SIDE OF THE STREETS. |
| | |
| | 5. CHEVRON STRIPING AT THE WEST END OF TRINITY PLACE |
| | APPEARS TO BE IN FRONT OF THE DRIVEWAY (SHEET C4.01). |
| | CAN PARKING SPACE BE SHIFTED TO THE EAST. |
| | |
| | 6. HATCHING FOR PROPOSED CONCRETE SIDEWALK NOT SHOWN ON |
| | THE HORIZONTAL CONTROL PLANS OR PAVING, GRADING AND |
| | DRAINAGE PLANS. |
| | |
| | 7. NO SIGNAGE SHOWN FOR CROSS WALKS. |
| | |
| | 8. INCLUDE GRASS HATCHING PATTERN IN SHEET LEGEND. |
| | |
| | 9. STRUCTURES ALONG NORTH SIDE OF OKEECHOBEE APPEAR TO |
| | BE PARTIALLY ON PRIVATE PROPERTY. |
| | |
| | 10. CATCH BASINS ARE LISTED WITH RIM ELEVATIONS THAT |
| | APPEAR TO BE THE GRATE ELEVATION. |
| | |
| | 11. FPL DUCT BANK ON OKEECHOBEE MAY BE IN CONFLICT WITH |
| | PROPOSED CATCH BASINS. |
| | |
| | 12. DRIVEWAY APRONS SHOULD BE CONCRETE WITHIN THE RIGHT |
| | OF WAY. |
| | |
| | 13. SHOW PROPOSED AND EXISTING PEDESTRIAN ACCESS |
| | EASEMENTS. |
| | |
| | 14. CAN THE MINIMUM GRADES FOR CHASE STREET BE RAISED? |
| | IT MAY BE SUSCEPTIBLE TO FLOODING FROM SEA LEVEL RISE |
| | IN THE FUTURE. |
| | |
| | 15. INCLUDE ALL HATCH PATTERNS ON A SHEET IN THE SHEET |
| | LEGEND. FOR EXAMPLE THE HATCHING SHOWN ON TRINITY PLACE |
| | ON SHEET C5.06 IS NOT IN THE LEGEND. |
| | |
| | 16. CURB RAMP NEEDED AT NW CORNER OF TRINITY PLACE AND |
| | CHASE AVE. |
| | |
| | 17. STORM GRATES IN FRONT OF CURB RAMPS TO BE WHEEL |
| | CHAIR COMPLIANT. |
| | |
| | 18. MIRROR SECTIONS AA, BB, CC TO MATCH THE ORIENTATION |
| | SHOWN ON THE PLAN VIEW (I.E. CROSS SECTION LOOKING |
| | NORTH). |
| | |
| | 19. SHOW HOW PROPOSED SIDEWALK WILL TIE INTO EXISTING |
| | GRADES |
| | |
| | 20. BE CONSISTENT IN THE LABELING OF CHASE AVE/CHASE |
| | ST. CROSS SECTIONS CALL OUT CHASE ROAD. |
| | |
| | 21. PROVIDE FINISHED FLOOR ELEVATION OF THE BUILDINGS |
| | ON THE CROSS SECTIONS, IF AVAILABLE. |
| | |
| | 22. PROVIDE SWALE IN LANDSCAPE AREA FOR SIDEWALK TO |
| | DRAIN INTO. |
| | |
| | 23. PROPOSED GRADING ON THE EAST SIDE OF CHASE AVE |
| | SOUTH OF TRINITY ST. IS HIGHER THAN THE BACK OF |
| | SIDEWALK AT THE DRIVEWAY. |
| | |
| | 24. CHECK DIMENSIONS SHOWN ON THE CROSS SECTIONS VERSUS |
| | DIMENSIONS ON THE PLAN VIEWS. PARKING STALL DIMENSION |
| | SHOULD NOT INCLUDE THE D-TYPE CURB. |
| | |
| | 25. NEARLY 10% EP SLOPE ON THE EAST SIDE OF CHASE AVE |
| | APPROACHING LAKEVIEW AVE. |
| | |
| | 26. NO LANDSCAPE PLANS WEST OF CHASE STREET. |
| | |
| | |
| | |
| | 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 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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