| Plan Review Notes For Project Z18070021 |
| Project Number |
Z18070021 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-03-10 12:29:50 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | JANUARY 21, 2020 REVIEW SUBMITTAL PACKAGE. THEY SHOULD | | | NOT AFFECT THE SITE PLAN AND CAN BE ADDRESSED WITH | | | WRITTEN RESPONSE. NOTE CHANGES HAVE BEEN MADE TO THE | | | ALLEY DRAINAGE SYSTEM (LONGER EXFILTRATION TRENCH, | | | DIFFERENT SIZE STRUCTURES, REVISED INVERTS, ETC.) SINCE | | | THE JANUARY 21, 2020 PLAN SET. | | | | | | 1. CHECK SLOPES OF THE PROPOSED COURTYARD AREAS. FOR | | | EXAMPLE, SOUTHEAST OF 638 7TH ST, THE CONTOURS APPEAR | | | TO SHOW 8* SLOPE; SOUTHEAST OF 620 7TH ST, GREATER THAN | | | 5% SLOPE. IS THIS THE INTENT? | | | | | | 2. IT APPEARS THE LOTS WILL MOSTLY DRAIN FROM SOUTH TO | | | NORTH BETWEEN THE BUILDINGS. EXPLAIN HOW PEAK FLOW | | | ATTENUATION FROM THE INCREASED IMPERVOUS AREA AND WATER | | | QUALITY TREATMENT ARE BEING PROVIDED FOR THE STORMWATER | | | RUNOFF FOR THESE LOTS. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 | | | [email protected] | | | | | | | | | | | | |
| |
Print |
|
