| Plan Review Notes For Project Z20030013 |
| Project Number |
Z20030013 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-09-25 18:08:26 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 9/23/20 SUBMITTAL SET OF PLANS: | | | | | | 1. INDICATE THE BACK OF SIDEWALK AT THE DRIVEWAY WILL | | | BE THE HIGH POINT FOR DRAINAGE BY ADDING FLOW ARROWS | | | FOR SURFACE DRAINAGE. | | | | | | 2. DRIVE LANE PARALLEL TO N. AUSTRALIAN AVE IS SHOWN AS | | | TWO LANES IN THE SAME DIRECTION. | | | | | | 3. WHAT TRAFFIC CONTROL WILL THERE BE FOR THE | | | INTERSECTION OF THE WEST AND NORTH DRIVE LANES AT THE | | | DRIVEWAY ENTRANCE? HOW WILL THE TWO NORTH BOUND LANES | | | OPERATE? | | | | | | 4. PERIMETER BERM AND/OR SWALE MAY BE REQUIRED ALONG | | | THE EAST PROPERTY LINE. | | | | | | 5. ENDWALL MAY BE REQIURED FOR PIPE IN CANAL R/W. | | | | | | 6. TYPICAL SECTIONS BETWEEN PROPERTY LINE AND FACE OF | | | BUILDING AT ALL PROPERTY LINES WILL BE REQUIRED FOR THE | | | ENGINEERING PERMIT SUBMITTAL. | | | | | | TRACY WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | | | | |
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