| Date |
Text |
| 2022-07-18 16:28:46 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 6/15/2022 SUBMITTAL: |
| | |
| | 1. [SATISFIED] DRAINAGE STRUCTURES, EXFILTRATION |
| | TRENCHES, ETC. ARE NOT TO CROSS THE PROPERTY LINE. |
| | |
| | 2. [SATISFIED] THE CITY DOES NOT ALLOW THE USE OF |
| | BLEEDERS WITH EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 3. [PARTIALLY SATISFIED - VERTICAL DATUM REFERENCE |
| | (NAVD OR NGVD) NOT CONSISTENT ON THE ENGINEERING |
| | PLANS.]PLEASE PROVIDE CONVERSION EQUATION BETWEEN THE |
| | VERTICAL DATUM USED ON THE PLANS (NGVD1929) TO |
| | NAVD1988. |
| | |
| | 4. [PARTIALLY SATISFIED - REVIEW BANYAN BLVD AS-BUILT |
| | DRAWINGS (OR DESIGN DRAWINGS) FOR STORM PIPE |
| | CONNECTIVITY.] SHOW CURRENT LAYOUT OF BANYAN BLVD. |
| | |
| | 5. [NOT SATISFIED] PROVIDE FLOW ARROWS SHOWING |
| | DIRECTION OF SURFACE RUNOFF. |
| | |
| | 6. [NOT SATISFIED] PROVIDE CROSS SECTIONS FOR THE |
| | DRIVEWAYS (EXTEND TO HIGH POINT) AND ON-STREET PARKING |
| | AREAS SHOWING HOW PAVEMENT WITH SLOPE. PROVIDE |
| | DIMENSIONS FROM EDGE OF TRAVEL LANE TO ALL CURBING, |
| | BREAK POINTS AND RIGHT OF WAY LINE. |
| | |
| | 7. [NOT SATISFIED] PROVIDE CROSS SECTIONS AT EACH |
| | PROPERTY LINE FROM CENTERLINE OF ROAD TO FACE OF |
| | BUILDING. PROVIDE DIMENSIONS TO SURFACE FEATURES AND |
| | BREAK POINTS IN SURFACE SLOPES. LABEL THE RIGHT OF WAY |
| | WITH THE STREET NAME. |
| | |
| | 8. [PARTIALLY SATISFIED - DEMO. PLANS DO NOT INDICATE |
| | WHETHER DRAINAGE SYSTEM ON CLEARWATER DEMOLITION PLAN |
| | INDICATES THE CURB INLETS ON CLEARWATER DRIVE ARE TO |
| | REMAIN BUT THE PGD PLAN CALLS FOR THEM TO BE REMOVED. |
| | EXISTING STRUCTURES SHOULD NOT REMAIN IF THE EXISTING |
| | PIPE CAN BE EXTENDED TO THE NEW STRUCTURES. |
| | |
| | 9. [NOT SATISFIED] BUILDINGS OVER EXFILTRATION TRENCHES |
| | SHOULD HAVE SUFFICIENT VERTICAL CLEARANCE BELOW THE |
| | BUILDING FOR MAINTENANCE EQUIPMENT FOR THE EXFILTRATION |
| | TRENCH AND FOR REPLACING THE EXFILTRATION TRENCH IN THE |
| | FUTURE WHEN IT NO LONGER IS FUNCTIONING AS INTENDED. |
| | |
| | 10. [SATISFIED] STREETS SHALL BE PROPERLY SHOWN ON THE |
| | PLAN VIEWS. |
| | |
| | NEW COMMENTS: |
| | |
| | 11. PROVIDE WRITTEN RESPONSE TO THESE COMMENTS. |
| | |
| | 12. PROVIDE EXFILTRATION TRENCH DETAIL. |
| | |
| | 13. PROVIDE CONTROL STRUCTURE DETAIL. |
| | |
| | 14. IT APPEARS A COLUMN IS PROPOSED OVER EXISTING STORM |
| | PIPE APPROXIMATELY 33 FEET NORTH OF MATCHLINE C-07 AND |
| | 16 FEET WEST OF THE EAST PROPERTY LINE ON SHEET C-06. |
| | |
| | 15. SHEETS COVER, C-12 AND C-13 INDICATE THE VERTICAL |
| | DATUM REFERENCE IS NAVD1988. SHEETS C-06 THROUGH C-09 |
| | INDICATE THE VERTICAL DATUM REFERENCE IS NGVD1929. |
| | SHEETS C-01 AND C-02 NEED TO LIST THE VERTTICAL DATUM |
| | REFERENCE AND CONVERSION EQUATION. THE COVER NEEDS THE |
| | CONVERSION EQUATION. |
| | |
| | 16. WATER QUALITY TREATMENT AND PEAK FLOW ATTENUATION |
| | WILL BE NEEDED FOR THE ADDITIONAL IMPERVIOUS AREA IN |
| | THE RIGHT OF WAY. |
| | |
| | 17. SEPARATE PLAN AND PROFILE SHEETS FOR CLEARWATER |
| | DRIVE WILL BE NEEDED FOR THE ENGINEERING PERMIT |
| | SUBMITTAL. A BASELINE ON CLEARWATER DRIVE WILL NEED TO |
| | BE ESTABLISHED FOR THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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