| Date |
Text |
| 2022-09-29 16:35:56 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 9/16/22 SUBMITTAL. PREVIOUSLY SATISFIED COMMENTS ARE |
| | NOT INCLUDED. RESPONSES TO THE 7/15/22 COMMENTS WERE |
| | NOT FOUND IN THE 9/16/22 SUBMTITAL. |
| | |
| | 2. [PARTIALLY 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. |
| | |
| | 6. [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 THE CONVERSION TO |
| | NGVD1929 ON THE SURVEY. |
| | |
| | 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) |
| | |
| | 13. [SATISFIED] FOR ENGINEERING PERMIT SUBMITTAL, |
| | INCLUDE 'DRAINAGE' IN THE SHEET TITLE OF THE PAVING AND |
| | GRADING PLAN (SHEET C-200). |
| | |
| | 14. [SATISFIED] 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. [NOT SATISFIED] FOR ENGINEERING PERMIT SUBMITTAL, |
| | UPDATE THE CITY'S STANDARD DETAILS TO THE LATEST |
| | VERSION. |
| | |
| | 16. [PARTIALLY SATISFIED - DO NOT INCLUDE THE SIDEWALK |
| | AREA IN THE HATCH AREA] SHOW MILL AND RESURFACING |
| | LIMITS ON OKEECHOBEE BLVD. |
| | |
| | 17. [NOT 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. CHECK THE VERTICAL SCALE FOR THE CROSS SECTIONS ON |
| | SHEET C-202. |
| | |
| | 19, REVIEW THE EXISTING GRADE LINE FOR SECTION E-E. IT |
| | APPEARS THERE IS A DIP IN THE EXISTING DRIVEWAY. |
| | |
| | 20. 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. WILL THERE BE A WHEEL STOP OR CURB AT THE BACK OF |
| | THE 90-DEGREE SMALL CAR PARKING STALL? |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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