| Date |
Text |
| 2021-03-26 11:35:30 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 3/2/2021 SUBMITTAL REVIEW SET. |
| | |
| | 1. THERE APPEAR TO BE A MIXTURE OF NAVD1988 AND |
| | NGVD1929 ELEVATIONS ON THE PLANS. ALL ELEVATION |
| | INFORMATION (FFE, SPOT GRADES, INVERT/RIM ELEVATIONS, |
| | ETC.) SHOULD REFERENCE THE SAME VERTICAL DATUM. |
| | |
| | 2. LIST THE VERTICAL DATUM REFERENCE ON ALL SHEETS |
| | (INCLUDING DETAIL SHEETS) WITH ELEVATION INFORMATION |
| | AND PROVIDE THE CONVERSION TO NGVD1929. |
| | |
| | 3. CAN MH#3 BE MOVED FURTHER EAST? IT'S NOT CLEAR WHERE |
| | THE CORNER OF THE BUILDING IS AT THE EAST SIDE OF THE |
| | EAST DRIVEWAY. |
| | |
| | 4. REMOVE THE EXFILTRATION TRENCH OUT OF THE RIGHT OF |
| | WAY. |
| | |
| | 5. MOVE THE DRAINAGE CONTROL STRUCTURE (WEIR) OUT OF |
| | THE RIGHT OF WAY. |
| | |
| | 6. ALL STORM PIPE WITHIN THE RIGHT OF WAY TO BE RCP, |
| | MINIMUM 15" IN DIAMETER. |
| | |
| | 7. ON SECTION B-B ON PAGE C-9, IT APPEARS THERE IS A |
| | GRADE BREAK OF THE ROADWAY SURFACE NEAR THE VALLEY |
| | GUTTER. THE VALLEY GUTTER SHOULD BE LABELED AS 2' |
| | INSTEAD OF 1.50'. |
| | |
| | 8. SHOW TYPE 'F' C&G FOR SECTION C-C INSTEAD OF |
| | EXISTING TYPE 'D'. |
| | |
| | 9. SECTION D-D FOR THE 15.6' WIDE SIDEWALK ON S. DIXIE |
| | HWY SHOWS MAX. 2% CROSS SLOPE OR 3.75 INCHES OF |
| | VERTICAL FALL FROM BUILDING FACE TO BACK OF CURB. THE |
| | FFE OF 15.0 FT NAVD IS MORE THAN 2 FEET HIGHER THAN THE |
| | BACK OF CURB. HOW WILL THE SIDEWALK BE GRADED, |
| | PARTICULARLY AT THE DOORWAY ENTRANCE TO THE RETAIL AREA |
| | AT THE SOUTHEAST CORNER OF THE BUILDING? THE VERTICAL |
| | DIFFERENCE MAY NEED TO BE MADE UP INSIDE THE BUILDING |
| | INSTEAD OF RAISING THE SIDEWALK GRADES. IS THERE A |
| | WHEEL CHAIR RAMP FROM THE PUBLIC SIDEWALK TO THE |
| | LOUNGE? |
| | |
| | 10. THERE ARE STEPS SHOWN AT THE SOUTH END OF THE |
| | BUILDING. WILL THE SIDEWALK MEET ADA SLOPE CRITERIA |
| | ADJACENT TO THE STEPS? |
| | |
| | 11. IT APPEARS SURFACE RUNOFF ON GARDENIA STREET WILL |
| | FLOW WEST FROM THE EAST DRIVEWAY TO PROPOSED CB C-4. |
| | EXTEND THE TYPE 'F' C&G TO THE CATCH BASIN. |
| | |
| | 12. THE VALVE BOX FOR THE FIRE HYDRANT SHALL NOT FALL |
| | WITHIN THE GUTTER. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120(O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| | |
| | |
| |
Print |
