| Date |
Text |
| 2022-09-30 09:07:12 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 8/31/22. PREVIOUSLY SATISFIED COMMENTS ARE NOT |
| | INCLUDED. |
| | |
| | 8. [SATISFIED] SHOW EXISTING AND PROPOSED UTILITIES ON |
| | THE LANDSCAPE PLANS. |
| | |
| | NEW COMMENTS (4/15/22 SUBMITTAL): |
| | |
| | 11. [SATISFIED BUT SEE NEW COMMENT #19 BELOW.] |
| | REGARDING THE QUADRILLE PLAZA DRIVE R/W DESIGNATION, |
| | CHECK WITH VINCE NOEL (561-494-1096) ON HOW IT SHOULD |
| | BE LABELED (AS R/W LINE, PARCEL LINE, ETC.) |
| | |
| | 12. [SATISFIED BUT SEE NEW COMMENT #19 BELOW.] SHOW AND |
| | LABELED THE PROPOSED EAST PROPERTY LINE FOR THE |
| | DEVELOPMENT. |
| | |
| | 13. [SATISFIED] MOVE THE STORM MANHOLE OUT OF THE |
| | CLEMATIS STREET R/W OR RUN THE STORM PIPE FROM THE |
| | PROPOSED CONTROL STRUCTURE TO THE BACK OF THE EXISTING |
| | INLET ON CLEMATIS STREET WITHOUT A MANHOLE. |
| | |
| | 14. [SATISFIED] JUSTIFY ANY OUTFALL PIPE LARGER THAN |
| | 15-INCH DIAMETER. |
| | |
| | 15. [SATISFIED - SEE COMMENT #20 BELOW] BUILDING ON THE |
| | CONCEPTUAL ENGINEERING PLAN DOES NOT MATCH THE |
| | ARCHITECTURAL SITE PLAN WITH RESPECT TO RECESSS DOOR |
| | OPENINGS, BUILDING SHAPE, ETC. |
| | |
| | 16. [SATISFIED] ADVISE IF THE FPL U.E. WILL CONFLICT |
| | WITH THE R-TANKS STORAGE CHAMBERS. |
| | |
| | 17. [SATISFIED] LABEL THE EAST-WEST DASHED LINE SHOWN |
| | NORTH OF THE PROPOSED CONTROL STRUCTURE. |
| | |
| | 18. [SATISFIED] SHOW SHALLOW SWALE ON TYPICAL SECTION |
| | B-B TO PREVENT DIRECT RUNOFF INTO THE ALLEY. |
| | |
| | NEW COMMENTS (8-31-22 SUBMITTAL) |
| | |
| | 19. PROPOSED PROPERTY LINES ON THE CONCEPTUAL |
| | ENGINEERING PLAN DO NOT APPEAR TO BE SHOWN IN THE |
| | CORRECT LOCATION. IT IS STAFF'S UNDERSTANDING THE NORTH |
| | PROPERTY LINE WILL COINCIDE WITH THE SOUTH R/W OF |
| | CLEMATIS STREET, THE EAST PROPERTY LINE WILL BE 65 FEET |
| | WEST OF AND PARALLEL TO THE WEST 100' F.E.C. RAILWAY |
| | R/W, AND THE SOUTH PROPERTY LINE WILL COINCIDE WITH THE |
| | NORTH R/W OF THE 14' ALLEY. ALSO REVISE THE PL LABELED |
| | ON SECTION B-B. |
| | |
| | 20. THE WEST SIDE OF THE DRIVEWAY TO THE ALLEY DOES |
| | NOTT APPEAR TO LINE UP WITH THE WALL OPENING. THIS CAN |
| | BE CORRECTED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 21. LABEL THE STORM PIPE IN THE R/W AS RCP. |
| | |
| | 22. PROVIDE INFORMATION (RIM, INVERTS, BOTTOM |
| | ELEVATION) OF THE EXISTING CATCH BASIN THAT THE |
| | STORMWATER PIPE WILL CONNECT TO. THIS CAN BE PROVIDED |
| | WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 23. SHOW AND PROVIDE INFORMATION (TYPE, SIZE, MATERIAL, |
| | ELEVATION) OF DRY UTILITIES IN THE R/W. THIS CAN BE |
| | PROVIDED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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