| Plan Review Notes For Project Z13040023 |
| Project Number |
Z13040023 |
|
| Review Stop |
STORM |
| Sequence Number |
4 |
|
| Notes |
| Date |
Text |
| 2014-06-03 11:14:29 | 1. RESPONSE TO ROUND 3 OF COMMENTS INDICATED DRAINAGE | | | CALCULATIONS WERE ATTACHED. THESE CALCULATIONS WERE NOT | | | FOUND IN THE 6/3/14 SUBMITTAL PACKAGE. | | | 2. CONSIDER RELOCATING THE EXFILTRATION TRENCHES OR | | | RE-DESIGNING THE DETAIL. THE EXFILTRATION TRENCH NORTH | | | OF THE BUILDING WILL BE 21+ FEET DEEP AT THE EAST END. | | | THE EXFILTRATION TRENCH IN THE COURTYARD WILL BE 25+ | | | FEET DEEP (IF THE 35.00 SPOT GRADES SHOWN ON THE | | | CONCEPTUAL DRAINAGE PLAN ARE CORRECT). | | | 3. ON THE ROOT BARRIER DETAIL ON LANDSCAPE PLAN SHEET | | | LP.4, INCLUDE THE PLACEMENT OF ROOT BARRIER ADJACENT TO | | | EXFILTRATION TRENCH IN ADDITION TO PUBLIC WATER OR | | | PUBLIC SEWER MAINS. SHOW ROOT BARRIER FOR TREES IN | | | CLOSE PROXIMITY TO EXFILTRATION TRENCHES IF THE ROOTS | | | WILL MIGRATE INTO THE TRENCHES. | | | 4. NOTE DOUBLE TEXT SHOWN ON THE SHRUB PLANTING DETAIL | | | ON SHEET LP.4. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING AND PUBLIC WORKS DEPARTMENT | | | 561-494-1120 | | | |
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