| Date |
Text |
| 2022-09-02 14:55:14 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 8/4/2022 SUBMTITAL: |
| | |
| | 1. [NOT SATISFIED ? CONVERSION EQUATION TO NGVD1929 NOT |
| | LISTED.] 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 VERTICAL DATUM |
| | REFERENCE AND CONVERSION TO NGVD1929 ON THE SURVEY. |
| | |
| | 2. [SATISFIED] 24TH STREET AND 25TH STREET ARE |
| | MAINTAINED BY FDOT. ALL IMPROVEMENTS WITHIN THE R/W TO |
| | BE APPROVED BY FDOT. |
| | |
| | 3. [SATISFIED] ARE THE R-TANKS JUST FOR STORAGE OR DO |
| | THEY ALSO PROVIDE WATER QUALITY TREATMENT? HOW WILL THE |
| | TANKS EMPTY? |
| | |
| | 4. [SATISFIED ? INFORMATION TO BE PROVIDED WITH |
| | ENGINEERING PERMIT SUBMITTAL] COMPLETE THE MISSING |
| | INFORMATION INDICATED BY ?#? ON THE R-TANK DETAIL |
| | SHEET. |
| | |
| | 5. [SATISFIED ? INFORMATION TO BE PROVIDED WITH |
| | ENGINEERING PERMIT SUBMITTAL] PROVIDE CROSS SECTIONS |
| | WITH ELEVATIONS THROUGH THE R-TANK STORAGE AREAS, |
| | SHOWING BOTTOM OF TANK, TOP OF TANK, AND SURFACE GRADE. |
| | |
| | 6. [NOT SATISFIED] PROVIDE CROSS SECTIONS FROM FACE OF |
| | BUILDING TO CENTERLINE OF RIGHTS OF WAY FOR 24TH |
| | STREET, 25TH STREET AND SPRUCE AVE. SHOW RIGHT OF WAY, |
| | OFFSET DISTANCES, SURFACE FEATURES, GENERAL SURFACE |
| | SLOPES WITH MAX. ALLOWED PERCENTAGES, BREAK POINTS, |
| | ETC. |
| | |
| | 7. [SATISFIED] PROVIDE CROSS SECTION OF THE ALLEY. SHOW |
| | RIGHT OF WAY LINES, OFFSETS TO ONSITE IMPROVEMENTS, |
| | GRADE BREAKS AND DIMENSIONS, SURFACE TREATMENTS, ETC. |
| | |
| | 8. [SATISFIED] PROVIDE CROSS SECTION FOR PROPOSED |
| | ?ALLEY? BETWEEN 24TH STREET AND THE ALLEY. SHOW SURFACE |
| | FEATURES, DIMENSIONS, SURFACE BREAK POINTS, PROPERTY |
| | LINES, ETC. |
| | |
| | 9. [SATISFIED] PROVIDE FFE FOR THE PARKING GARAGE. |
| | |
| | 10. [NOT SATISFIED] CHECK THE PROPOSED ELEVATIONS AT |
| | THE BASE OF THE STEPS FOR THE UNITS ALONG 25TH STREET |
| | VS. THE EXISTING BACK OF SIDEWALK ELEVATION. SOME |
| | PROPOSED ELEVATIONS APPEAR TO BE BELOW THE BOW OR MORE |
| | THAN 1 INCH ABOVE THE BOW. |
| | |
| | 11. [SATISFIED] CLEANUP THE TEXT IN THE NORTH AREA OF |
| | THE RETAIL SPACE ON SHEET C2.1. |
| | |
| | 12. [SATISFIED] EXFILTRATION TRENCH DETAIL CALLS OUT |
| | HDPE PIPE BUT RCP PIPE IS SHOWN ON THE DRAINAGE PLAN |
| | SHEET. |
| | |
| | NEW COMMENTS (8/4/2022 SUBMITTAL): |
| | |
| | 13. JUSTIFY ALL OUTFALL PIPE DIAMETERS LARGER THAN 15?. |
| | THIS INFORMATION CAN BE PROVIDED WITH ENGINEERING |
| | PERMIT SUBMITTAL. |
| | |
| | 14. SHOW THE LIMITS OF THE ALLEY EASEMENT ON THE CIVIL |
| | PLANS. |
| | |
| | 15. ADVISE WHO WILL BE MAINTAINING THE DRAINAGE SYSTEM |
| | WITHIN THE ALLEY EASEMENT. |
| | |
| | 16. PROVIDE A CROSS SECTION FOR THE ALLLEY ENTRANCE |
| | FROM THE CENTERLINE OF 24TH STREET TO 5 FEET NORTH OF |
| | THE NORTH RIGHT OF WAY OF 24TH ST. SHOW GRADE BREAKS, |
| | SURFACE MATERIALS, RIGHT OF WAY LINE, RIGHT OF WAY |
| | NAME, DIMENSIONS FROM RIGHT OF WAY TO GRADE BREAKS. |
| | |
| | 17. SHOW AND CALLOUT NEW CURBING ON 24TH STREET AND THE |
| | REMOVAL OF THE EXISTING CURBING FOR THE PROPOSED ALLEY |
| | DRIVEWAY AND LANDSCAPE ISLANDS. |
| | |
| | 18. CAN NEW LANDSCAPE ISLANDS ON EITHER SIDE OF ALLEY |
| | ENTRANCE BE WIDENED TOWARD THE PARKING SPACES? |
| | |
| | 19. PROVIDE GRADES AROUND THE NEW ALLEY ENTRANCE. |
| | |
| | 20. LABEL (SIZE AND MATERIAL) EXISTING UTILITIES IN THE |
| | RIGHT OF WAY. |
| | |
| | 21. SHOW UTILITIES ON THE LANDSCAPE PLANS AND |
| | COORDINATE THE LANDSCAPING AND UTILITY PLANS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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