| Date |
Text |
| 2019-04-17 18:59:26 | THE COMMENTS BELOW ARE FROM THE REVIEW OF THE APRIL 9, |
| | 2019 REVIEW SUBMITTAL PACKAGE. |
| | |
| | |
| | 1. REMOVE / ABANDON THE STORM PIPE CROSSING THE WEST |
| | END OF 4TH STREET IF THE STORM PIPE IS NOT NEEDED. |
| | |
| | 2. COORDINATE THE RIM/GRATE ELEVATIONS OF DRAINAGE |
| | STRUCTURES WITH THE GRADING PLAN. THERE ARE MANY PLACES |
| | WHERE THE RIM ELEVATION IS TOO LOW COMPARED TO A |
| | PROPOSED SPOT GRADE ELEVATION 5 FEET AWAY. |
| | |
| | 3. SPECIFY WHAT THE SPOT GRADES REPRESENT - TOP OF |
| | CURB, EDGE OF PAVEMENT, SIDEWALK, ETC. |
| | |
| | 4. GRADE THE PLAZAS TO DRAIN TO ONSITE DRAINAGE SYSTEM |
| | INSTEAD OF FLOWING INTO RIGHT-OF-WAY. (REPEAT COMMENT) |
| | |
| | 5. SECTIONS C-C AND F-F SHOW VALLEY GUTTER BUT THESE |
| | GUTTERS DO NOT APPEAR ON THE GRADING PLAN. (REPEAT |
| | COMMENT) |
| | |
| | 6. CONFIRM CURBING AND PAVEMENT WIDTH FOR SECTION D-D. |
| | (REPEAT COMMENT) |
| | |
| | 7. LABEL THE DRAINAGE PIPE SIZE CONNECTED TO STRUCTURE |
| | S-401. |
| | |
| | 8. CONFIRM SE INVERT OF 0.00 SHOWN FOR STRUCTURE S-104. |
| | ALSO SHOW THE PIPE. |
| | |
| | 9. WHY TWO OUTFALL PIPES (EAST AND SOUTH) AT STRUCTURE |
| | S-201? CONFIRM THERE IS A DRAINAGE MANHOLE TO THE EAST |
| | OF STRUCTURE S-201. |
| | |
| | 10. SHOW CORRECT PIPE CONNECTIVITY FOR DRAINAGE |
| | STRUCTURES ON DIXIE HWY AND 4TH STREET. |
| | |
| | 11. PROVIDE VIDEO OF EXISTING STORM PIPES ON 4TH |
| | STREET. SOME PIPES MAY BE VCP. |
| | |
| | 12. ADD VERTICAL DATUM REFERENCE AND CONVERSION |
| | EQUATION TO NGVD1929 ON EVERY SHEET WITH ELEVATION |
| | DATA. |
| | |
| | 13. ADD THE CONVERSION EQUATION TO NGVD1929 TO GENERAL |
| | NOTE #7 ON THE COVER SHEET. |
| | |
| | 14. CALL OUT THE TYPE OF CURB RAMPS AND ADA MATS FOR |
| | DRIVEWAYS CROSSING SIDEWALK ON 4TH STREET. |
| | |
| | 15. PROVIDE MINIMUM 5 FEET OF HORIZONTAL CLEARANCE |
| | BETWEEN SANITARY LATERALS AND DRAINAGE STRUCTURES IN |
| | THE RIGHT-OF-WAY. |
| | |
| | 16. RELOCATE EXFILTRATION TRENCHES FROM UNDER PLANTER |
| | AREAS. |
| | |
| | 17. INTERCEPT STORMWATER RUNOFF AT ALL DRIVEWAYS AND |
| | CONVEY TO INTERNAL DRAINAGE SYSTEM. |
| | |
| | 18. BETWEEN TYPICAL SECTIONS C AND B, THE INTERNAL |
| | DRIVE GOES FROM INVERTED CROWN TO NORMAL CROWN. HOW IS |
| | THE STORMWATER RUNOFF COLLECTED? |
| | |
| | 19. WAS CONSIDERATION MADE TO CONNECT STRUCTURE S-302 |
| | AND S-108 AND ELIMINATE THE PIPE BETWEEN STRUCTURES |
| | S-301 AND S-201? |
| | |
| | 20. PROVIDE A DETAIL OF THE CONTROL STRUCTURE SHOWING |
| | STRUCTURE DIMENSIONS, WHERE THE PIPES ARE COMING INTO |
| | THE STRUCTURE, WHERE THE WEIR WILL BE LOCATED AND |
| | ELEVATIONS OF THE INVERTS AND WEIR OVERFLOW. |
| | |
| | 21. HOW WILL THE LOADING DOCK DRAIN? |
| | |
| | 22. SHOW UTILITIES (INCLUDING EXFILTRATION TRENCHES) ON |
| | THE LANDSCAPE PLANS. |
| | |
| | 23. CIVIL PLAN 5 SIGNING AND MARKING PLAN: |
| | A. PARKING DIMENSIONS DO NOT LINE UP WITH THE STRIPING |
| | ON 4TH STREET. |
| | B. NEED TO CALLOUT STRIPING ON N. DIXIE HWY. |
| | C. CALLOUT CROSSWALK STRIPING. |
| | D. RIGHT TURN ONLY SIGN FOR DRIVEWAY TO QUADRILLE BLVD. |
| | E. RIGHT TURN ARROW STRIPING FOR DRIVEWAY TO N. DIXIE |
| | HWY. |
| | |
| | 24. ANY OFFSITE ENGINEERING PLANS? |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| |
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