| Plan Review Notes For Project Z22030025 |
| Project Number |
Z22030025 |
|
| Review Stop |
STORM |
| Sequence Number |
4 |
|
| Notes |
| Date |
Text |
| 2022-10-25 17:20:26 | THE FOLLOWIONG COMMENTS ARE FROM THE REVIEW OF THE | | | 10/7/2022 SUBMITTAL: | | | | | | CONDITIONS FOR SITE PLAN APPROVAL: | | | | | | 1. REVISE ENGINEERING PLANS FOR ENGINEERING PERMIT | | | SUBMITTAL TO INCLUDE:CROSS SECTIONS SHOWING GRADE | | | BREAKS, SURFACE SLOPES, SURFACE FEATURES, RIGHT OF WAY | | | LABELS, DISTANCES FROM PROPERTY LINE TO GRADE BREAKS: | | | A. DRIVEAY CONNECTIONS AT THE PROPERTY LINE. FOR THE | | | DRIVEAY AT THE CUL-DE-SAC, EXTEND THE SECTION TO THE | | | FACE OF THE BUILDING AND TO 5 FEET IN THE CUL-DE-SAC. | | | B. FACE OF BUILDING TO THE CHAIN LINK FENCE ON THE | | | OUTSIDE OF THE NORTHEAST PROPERTY LINE | | | C. EDGE OF PAVEMENT OF PALM BEACH LAKES BLVD TO | | | INTERIOR OF VEHICLE STACKING AREA | | | D. FACE OF BUILDING TO THE BUILDING TO THE SOUTHWEST OF | | | THE SITE. | | | | | | 2. INDICATE 15" RCP PIPE INSTEAD OF 15" HDPE PIPE | | | BETWEEN STRUCTURE A1 AND THE EXISTING CATCH BASIN IN | | | THE CUL DE SAC. (THERE IS INSUFFICIENT COVER DEPTH NEAR | | | THE EXISTING CATCH BASIN FOR THE HDPE PIPE.) | | | | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | [email protected] | | | |
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