| Date |
Text |
| 2023-03-13 17:55:18 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 2/24/2023 SUBMITTAL: |
| | |
| | 1. [PARTIALLY SATISFIED] LABEL EXISTING UTILITIES (SIZE |
| | AND MATERIAL). |
| | |
| | 2. [NOT SATISFIED] PARKING STRIPING DETAIL (ON SHEET |
| | C3.1) DOES NOT MEET CITY CODE (SECTION 94-485). |
| | |
| | 3. [NOT SATISFIED] SHOW COMPLETE REMOVAL OF STORM PIPE |
| | BETWEEN STORM MH#2 AND STORM MH #4. ADDITIONAL COMMENT: |
| | MEET WITH PUBLIC UTILITIES DURING AFTER SITE PLAN |
| | APPROVAL TO DETERMINE THE LIMITS OF THE STORM PIPE |
| | REMOVAL/ABANDONMENT DUE TO THE SANITARY SEWER CROSSING. |
| | |
| | 4. [NOT SATISFIED] REMOVE STORM MH #3 AND THE PIPE |
| | BETWEEN STORM MH #3 AND CURB INLET #4. |
| | |
| | 5. [SATISFIED] WHAT IS HAPPENING TO THE STORM PIPE |
| | BETWEEN CURB INLET #2 AND STORM MH #1 - TO BE REMOVED |
| | OR TO REMAIN? |
| | |
| | 6. [NOT SATISFIED] JUSTIFY THE PROPOSED STORM PIPE |
| | SIZES THAT WILL BE CONNECTING TO THE CITY'S STORM |
| | DRAINAGE SYSTEM WITH ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 7. [NOT SATISFIED] EXISTING DRAINAGE STRUCTURES TO BE |
| | CHECKED TO SEE IF THEY ARE LARGE ENOUGH FOR PROPOSED |
| | DRAINAGE PIPE CONNECTIONS. |
| | |
| | 8. [SATISFIED] WHERE WILL PROPOSED STORM MH #5 DRAIN |
| | TO? EXISTING STORM PIPE TO THE SOUTH IS SHOWN TO BE |
| | REMOVED. |
| | |
| | 9. [NOT SATISFIED] FDOT SPECIAL TYPE "F" CURB AND |
| | GUTTER SHALL BE CONSTRUCTED ALONG S. OLIVE AVE. |
| | |
| | 10. [SATISFIED] PROVIDE PROPOSED FINISHED FLOOR |
| | ELEVATION. |
| | |
| | 11. [SATISFIED] REVIEW INVERTS OF SEWER AND STORM |
| | PIPES. THERE APPEARS TO BE A CONFLICT EAST OF PROPOSED |
| | CATCH BASIN #11. |
| | |
| | 12. [SATISFIED] AVOID RUNNING THE STORM PIPE UNDER THE |
| | CIRCULAR LANDSCAPE AREA SOUTH OF THE BUILDING, |
| | |
| | 13. [NOT SATISFIED] SECTION C-C: |
| | A. LABEL S. OLIVE R/W |
| | B. LABEL THE SPECIAL TYPE "F" CURB AND GUTTER |
| | C. LABEL THE HEADER CURB(?) ALONG THE EDGE OF THE |
| | PAVER SIDEWALK. NOTE THE HEADER CURB IS NOT SHOWN ON |
| | THE PGD PLAN. |
| | |
| | 14. [NOT SATISFIED] SECTION D-D: |
| | A. INDICATE SUPERPAVE ASPHALT WITHIN THE R/W. |
| | B. LABEL THE R/W (WALLINGFORD PLACE). |
| | C. MAINTENANCE AGREEMENT TO BE NEEDED FOR THE PAVER |
| | SIDEWALK. |
| | |
| | NEW COMMENTS (2/24/2023 SUBMITTAL) |
| | 15. LIST VERTICAL DATUM REFERENCE AND CONVERSION |
| | EQUATION TO NGVD1929 ON EVERY SHEET WITH ELEVATION |
| | INFORMATION. INFORMATION IS MISSING ON SHEETS C4.2 |
| | |
| | 16. LABEL THE CONTROL STRUCTURE ON THE PGD PLAN. |
| | PROVIDE A DETAIL WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | NOTE THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCHES. |
| | |
| | 17. INDICATE ON THE DEMOLITION PLAN IF THE STORM PIPE |
| | SOUTH OF CURB INLET #1 IS TO REMAIN OR BE REMOVED. PGD |
| | PLAN CALLS OUT 46 LF OF 24-INCH RCP. |
| | |
| | 18. CURB RAMPS ARE TO BE BROUGHT UP TO CURRENT ADA |
| | STANDARDS IF THE ASPHALT ADJACENT TO THE CURB RAMP IS |
| | MODIFIED (INCLUDING MILLING AND RESURFACING). REVIEW |
| | THE CURB RAMPS ON OPPOSITE SIDES OF THE STREETS TO |
| | DETERMINE IF THE RAMPS CURRENTLY MEET ADA REQUIREMENTS. |
| | INDICATE ON SHEET C3.0, SITE GEOMETRY, MARKING AND |
| | SIGNAGE PLAN. |
| | |
| | 19. SFWMD REQUIRES LONG-TERM MAINTENANCE CONTRACT BE IN |
| | PLACE FOR PERVIOUS PAVERS TO BE CONSIDERED PERVIOUS |
| | SURFACES IN THE STORMWATER MANAGEMENT ANALYSIS. |
| | |
| | 20 APPLICANT TO BE RESPONSIBLE FOR MAINTAINING DRAINAGE |
| | SYSTEM FROM PROPOSED CB #11 TO THE CONNECTION TO |
| | EXISTING MH #8, INCLUDING THE STORM PIPES BETWEEN |
| | PROPOSED CURB INLET #9 AND PROPOSED CURB INLET #7. |
| | |
| | 21. THE SITE PLAN SHOWS A DROP OFF AREA SOUTH OF THE |
| | BUILDING IN THE CIRCLE DRIVE PULL UP. ADVISE IF THE |
| | SIDEWALK ADJACENT TO THE DROP OFF AREA IS TO BE FLUSH |
| | WITH THE PAVEMENT FOR ADA ACCESSIBILITY. REVISE SECTION |
| | B-B ACCORDINGLY. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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