| Date |
Text |
| 2022-08-05 10:33:56 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 4/15/2022 SUBMTITAL: |
| | |
| | 1. [SATISFIED] NGVD1929 TO NAVD1988 CONVERSION EQUATION |
| | IS DIFFERENT BETWEEN THE SURVEY AND THE ENGINEERING |
| | PLAN. |
| | |
| | 2. [SATISFIED] REDUCE THE AMOUNT OF DRAINAGE PIPE IN |
| | THE RIGHT OF WAY BY CONNECTING TO THE EXISTING VALLEY |
| | GUTTER INLET BETWEEN THE ON-STREET PARKING SPACES. |
| | |
| | 3. [SATISFIED] LABEL THE ONSITE DRAINAGE CONTROL |
| | STRUCTURE. |
| | |
| | 4. [SATISFIED] THERE IS A PROPOSED FPL CHARGING STATION |
| | PROJECT ON THE SOUTH SIDE OF THE ALLEY. SHOW THE |
| | DRIVEWAY OPENING AND OTHER PROPOSED IMPROVEMENTS ALONG |
| | THE SOUTH R/W OF THE ALLEY FROM THAT PROJECT ON THE |
| | CONCEPTUAL ENGINEERING PLAN. |
| | |
| | 5. [SATISFIED] REVIEW THE CITY'S PROPOSED UTILITY |
| | PROJECT IN THE ALLEY BETWEEN ROSEMARY AVE AND QUADRILLE |
| | PLAZA DRIVE. |
| | |
| | 6. [SATISFIED - SEE COMMENT BELOW] LABEL THE WEST RIGHT |
| | OF WAY LINE OF QUADRILLE PLAZA DRIVE. |
| | |
| | 7. [SATISFIED BASED ON EOR RESPONSE] GARAGE OPENING TO |
| | BE OF SUFFICIENT HEIGHT FOR MAINTENANCE VEHICLES TO |
| | ACCESS THE DRAINAGE SYSTEM UNDER THE BUILDING. |
| | |
| | 8. [NOT SATISFIED] SHOW EXISTING AND PROPOSED UTILITIES |
| | ON THE LANDSCAPE PLANS. |
| | |
| | 9. [SATISFIED - SEE ADDITIONAL COMMENT BELOW] PROVIDE |
| | CROSS SECTIONS FROM SOUTH ALLEY RIGHT OF WAY TO FACE OF |
| | BUILDING AND TO 30 FEET INSIDE BUILDING AT THE |
| | DRIVEWAY. LABEL RIGHT OF WAY LINES AND PROVIDE |
| | DIMENSIONS FROM THE RIGHT OF WAY TO BUILDING FACE AND |
| | SHOW GENERAL SURFACE SLOPES. |
| | |
| | 10. [SATISFIED] EXTRA SET OF DOORS SHOWN ON CONCEPTUAL |
| | ENGINEERING PLAN OPENING ON QUADRILLE PLAZA DRIVE. |
| | |
| | NEW COMMENTS: |
| | |
| | 11. 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. SHOW AND LABELED THE PROPOSED EAST PROPERTY LINE |
| | FOR THE DEVELOIPMENT. |
| | |
| | 13. 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. JUSTIFY ANY OUTFALL PIPE LARGER THAN 15-INCH |
| | DIAMETER. |
| | |
| | 15. BUILDING ON THE CONCEPTUAL ENGINEERING PLAN DOES |
| | NOT MATCH THE ARCHITECTURAL SITE PLAN WITH RESPECT TO |
| | RECESSS DOOR OPENINGS, BUILDING SHAPE, ETC. |
| | |
| | 16. ADVISE IF THE FPL U.E. WILL CONFLICT WITH THE |
| | R-TANKS STORAGE CHAMBERS. |
| | |
| | 17. LABEL THE EAST-WEST DASHED LINE SHOWN NORTH OF THE |
| | PROPOSED CONTROL STRUCTURE. |
| | |
| | 18. SHOW SHALLOW SWALE ON TYPICAL SECTION B-B TO |
| | PREVENT DIRECT RUNOFF INTO THE ALLEY. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
Print |
