| Plan Review Notes For Project Z22050025 |
| Project Number |
Z22050025 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2022-09-16 13:46:43 | PER TRACY WARD: | | | COMMENTS FROM THE 8/22/22 SUBMITTAL: | | | 1. GRADING (9.00 FT NAVD) OF SWALE AREA ADJACENT TO | | | STRUCTURE YD-21 DOES NOT MATCH SECTION I-I (9.85 FT | | | NAVD). REVISE RIM ELEV. OF YD-21. | | | 2. CHECK SPOT GRADES (7.69, 7.77) FOR CONNECTOR | | | SIDEWALK TO THE NORTHEAST OF STRUCTURE ST-3. | | | 3. CHECK SPOT GRADES (10.86, 10.79) OF WEST END OF | | | CURVED SIDEWALK. THEY ARE OPPOSITE DIRECTION OF WHAT | | | SECTION I-I (AND PLAN SHEET FLOW ARROW) SHOWS THE | | | SIDEWALK SHOULD BE SLOPING. | | | 4. FLAT SIDEWALK CROSS SLOPE (11.23, 11.23) SOUTHWEST | | | OF STRUCTURE YD-1. DOES THE SIDEWALK (AT LEAST THE BACK | | | OF WALK) SLOPE UP TO THE NORTH AND TO THE SOUTH FROM | | | THIS POINT? | | | 5. SHEET C-502: | | | A. CHECK EAST PIPE SIZE (12 INCH RCP) FOR STRUCTURE | | | S-10. DOESN'T MATCH SHEET C-501 (EXIST. 15??? RCP). | | | B. LIST THE WEIR ELEVATION FOR THE CONTROL STRUCTURES. | | | C. INDICATE WHICH STRUCTURES SHOULD HAVE PRBS' AND FOR | | | WHICH INVERT. | | | D. LABEL ST-3 (AND ANY OTHER STRUCTURES WITH WEIRS) AS | | | A CONTROL STRUCTURE. | | | | | | |
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