| Date |
Text |
| 2022-11-29 15:57:36 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 11/18/22 SUBMITTAL. PREVIOUSLY SATISFIED COMMENTS ARE |
| | NOT INCLUDED. |
| | |
| | 2. [SATISFIED] SHOWING FLOATING TURBIDITY CURTAINS |
| | AROUND THE OUTFALL(S) IN THE CANAL TO THE NORTH OF THE |
| | SITE ON SHEET C-010. ADDITIONAL COMMENT: INCLUDE |
| | FLOATING TURBIDITY CURTAIN AROUND THE OUTFALL PIPE FROM |
| | STRUCTURE IN THE ALLEY, APPROXIMATELY 125 FEET EAST OF |
| | THE OUTFALL SHOWN ON THE OUTFALL SWPP PLAN VIEW ON |
| | SHEET C-010. THERE ARE TWO OUTFALL PIPES INTO THE CANAL |
| | THAT WILL NEED FLOATING TURBIDITY BARRIERS AROUND THEM. |
| | THIS CAN BE ADDRESSED WITH THE ENGINEERING PERMIT |
| | SUBMITTAL. |
| | |
| | |
| | 9. [NOT SATISFIED] PROVIDE THE AGREEMENT OR EASEMENT |
| | FOR THE DRAINAGE FROM THE PROPERTY TO THE WEST TO |
| | CONNECT TO THE ONSITE DRAINAGE SYSTEM. ADDITIONAL |
| | COMMENT - THE EASEMENT AGREEMENT (ORB13408 PG 1500 |
| | COVERS THE AREA EAST OF THE COMMON PARCEL LINE BEING |
| | USED BY THE WEST PROPERTY OWNER (EASEMENT PARCEL). |
| | THERE ARE DRAINAGE FACILITIES ON THE WEST PROPERTY |
| | RECEIVING STORMWATER RUNOFF FROM AREAS OUTSIDE THE |
| | EASEMENT PARCEL THAT CONVEY RUNOFF THROUGH THE EAST |
| | PROPERTIES DRAINAGE SYSTEM. AS FAR AS STAFF CAN |
| | DISCERN, THE 1.74 ACRE SITE TO THE WEST DOES NOT HAVE A |
| | SFWMD ERP. THE DRY DETENTION AREAS AND UNDERDRAINS ON |
| | THE EAST PROPERTY WERE SIZED FOR THE AREA OF THE EAST |
| | PROPERTY ONLY. |
| | |
| | NEW COMMENTS (7/15/22 SUBMITTAL) |
| | 14. [PARTIALLY SATISFIED ??? PROVIDE UPDATED REFERENCES |
| | ON THE ENGINEERING PERMIT SUBMITTAL] REVIEW AND UPDATE |
| | THE NOTES ON THE PAVING AND GRADING PLAN SHEET. NOTES |
| | REFERENCE NGVD 1929, PBC TYPICAL T-P-10-001, FDOT |
| | STANDARD INDEX NUMBERS, ETC. ALL ELEVATION INFORMATION |
| | SHOULD BE REFERENCED TO NAVD1988, INCLUDING THE STORM |
| | DRAINAGE STRUCTURE TABLE. |
| | |
| | 15. [SATISFIED] FOR ENGINEERING PERMIT SUBMITTAL, |
| | UPDATE THE CITY'S STANDARD DETAILS TO THE LATEST |
| | VERSION. |
| | |
| | 16. [SATISFIED - DO NOT INCLUDE THE SIDEWALK AREA IN |
| | THE HATCH AREA] SHOW MILL AND RESURFACING LIMITS ON |
| | OKEECHOBEE BLVD. |
| | |
| | 17. [SATISFIED] SHOW THE EXISTING PIPE CONNECTED ON THE |
| | NORTH SIDE OF THE CATCH BASIN IN THE ALLEY NORTH OF THE |
| | DRY DETENTION AREA. |
| | |
| | NEW COMMENTS (9/16/22 SUBMITTAL): |
| | 18. [SATISFIED] CHECK THE VERTICAL SCALE FOR THE CROSS |
| | SECTIONS ON SHEET C-202. |
| | |
| | 19, [SATISFIED] REVIEW THE EXISTING GRADE LINE FOR |
| | SECTION E-E. IT APPEARS THERE IS A DIP IN THE EXISTING |
| | DRIVEWAY. |
| | |
| | 20. [SATISFIED] ON SHEET C-106, FOR THE 60-DEGREE |
| | STANDARD PARKING STALL DETAIL, THE 12-INCH LONG STRIPE |
| | CONNECTING THE PARALLEL STRIPES CAN BE PARALLEL TO THE |
| | TRAVEL LANE, THUS CREATING 60-DEGREE AND 30-DEGREE |
| | ANGLES WITH THE PARALLEL STRIPES. |
| | |
| | 21. [SATISFIED] WILL THERE BE A WHEEL STOP OR CURB AT |
| | THE BACK OF THE 90-DEGREE SMALL CAR PARKING STALL? |
| | |
| | NEW COMMENTS (11/18/2022 SUBMITTAL): |
| | |
| | 22. ON THE DRIVEWAYS TO CONGRESS AVE, SHOW THE DRAINAGE |
| | DIVIDE LINE FOR THE PAVEMENT DRAINING TO THE INTERNAL |
| | DRAINAGE SYSTEM AND FOR THE DRIVEWAY PAVEMENT DRAINING |
| | TO CONGRESS AVE RIGHT OF WAY. |
| | |
| | 23. ON THE DRIVEWAY TO OKEECHOBEE BLVD., SHOW THE |
| | DRAINAGE DIVIDE FOR THE PAVEMENT DRAINING TO THE |
| | INTERNAL DRAINAGE SYSTEM AND FOR THE DRIVEWAY DRAINING |
| | TO THE RIGHT OF WAY. |
| | |
| | 24. FOR SECTION A-A, EXTEND THE SECTION TO THE FACE OF |
| | THE BUILDING. LABEL THE FFE. |
| | |
| | 25. FOR SECTION B-B, EXTEND THE SECTION TO THE BACK OF |
| | CURB AROUND THE LANDSCAPE AREA ADJACENT TO THE |
| | BUILDING. |
| | |
| | 26. FOR SECTION C-C, EXTEND THE SECTION TO THE FACE OF |
| | BUILDING. MOVE THE SECTION EASTWARD TO AVOID THE |
| | LANDSCAPE ISLAND. |
| | |
| | 27. THE FLOW ARROWS APPEAR TO CONFLICT WITH THE GRADES |
| | FOR THE PARKING AREA WHERE SECTION C-C IS SHOWN. THE |
| | SPOT GRADES OF 1869 AND 18.68 APPEAR TO BE LOW SPOTS. |
| | THE SOUTH EDGE OF THE PARKING AREA IS LOWER THAN THE |
| | CATCH BASIN GRATE ELEVATIONS. |
| | |
| | 28. TRENCH DRAIN CONNECTED TO DS-12 APPEARS TO BE A |
| | FLOOR DRAINAGE SYSTEM WITHIN THE BUILDING ADDITION. IF |
| | THIS TRENCH DRAIN DOES NOT RECEIVE STORMWATER RUNOFF, |
| | IT SHOULD BE ROUTED TO THE SANITARY SEWER SYSTEM. IF IT |
| | DOES RECEIVE STORMWATER RUNOFF AND FLOW FROM THE |
| | SERVICE BAYS, IT SHOULD BE ROUTED THROUGH AN OIL-WATER |
| | SEPARATOR. |
| | |
| | 29. IF THE TRENCH DRAIN CONNECTED TO DS-13 IS NOT |
| | EXPOSED TO STORMWATER RUNOFF, IT SHOULD BE ROUTED TO |
| | THE SANITARY SEWER. |
| | |
| | 30. WHY IS THE PIPE CONNECTED TO DS-14 SO LARGE |
| | (18-INCH)? WHAT FLOW WILL IT CARRY? |
| | |
| | 31. CONFIRM RIM ELEVATION (17.17) FOR STRUCTURE DS-11. |
| | EXISTING RIM ELEVATION IS 17.71 FT NAVD ACCORDING TO |
| | THE SURVEY. |
| | |
| | 32. IT APPEARS ADDITIONAL EXISTING PAVEMENT DEMOLITION |
| | WILL BE REQUIRED FOR THE LANDSCAPE AREA AROUND THE NEW |
| | DUMPSTER LOCATION. |
| | |
| | |
| | 33. UPDATE THE SHEET LIST TABLE ON SHEET C-000. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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