| Plan Review Notes For Project Z17080019 |
| Project Number |
Z17080019 |
|
| Review Stop |
STORM |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2017-12-18 11:46:45 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 12/8/2017 REVIEW PACKAGE DISTRIBUTED BY LINDA LOUIE. | | | UNLESS OTHERWISE NOTED, CHANGES TO THE PLANS CAN BE | | | MADE AT TIME OF ENGINEERING PERMIT SUBMIITAL. | | | | | | 1. A COUPLE OF THE CITY'S STANDARD DETAILS (GC-1, GC-5) | | | HAVE LATER REVISION DATES THAN THE ONES IN THE CURRENT | | | PLANS. INCLUDE THE LATEST CITY DETAILS WITH THE PLANS. | | | | | | 2. ARE PRB'S PROPOSED IN THE DRAINAGE STRUCTURES | | | ATTACHED TO EXFILTRATION TRENCHES? IF SO, PROVIDE A | | | DETAIL FOR THE PRB IN THE PLANS AND THE CONSULTANT'S | | | EXFILTRATION TRENCH TYPICAL DETAILS ON SHEET PE-2.2 | | | WILL NEED TO BE REVISED TO SHOW A SUMP DEEPER THAN 12". | | | | | | 3. NOTE CONCRETE STRENGTH FOR MONOLITHIC SIDEWALK | | | (2,500 PSI) IS DIFFERENT THAN SIDEWALK STRENGTH IN | | | DETAIL GC-1 (3,000 PSI). | | | | | | 4. IN THE STORMWATER CALCULATIONS ON SHEET PE-2.2, | | | THERE IS REFERENCE TO "0.06 ACRES OF ADDITIONAL | | | IMPERVIOUS AREA (INCLUDING FUTURE PARKING". IT'S MY | | | UNDERSTANDING THERE IS NO LONGER A FUTURE PARKING LOT. | | | PLEASE REVISE THIS NOTE TO REFLECT THIS. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] |
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