| Plan Review Notes For Project Z20030026 |
| Project Number |
Z20030026 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-09-21 22:55:26 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | 9/11/2020 ROUTED SUBMITTAL PACKAGE. | | | | | | 1. DRAINAGE CALCULATIONS: | | | A. REVIEW VALUE OF H2 IN THE EXFILTRATION CALCULATIONS | | | | | | B. REVIEW LENGTH OF 6-INCH PIPE IN THE CASCADE MODEL | | | AND THE LENGTH LISTED ON THE PGD PLANS. | | | | | | C. THE PROPOSED DRAINAGE AREA DOES NOT EQUAL THE | | | EXISTING DRAINAGE AREA. | | | | | | 2. SHOW THE PROPER WIDTH OF PAVEMENT MILL AND OVERLAY | | | (50 FEET EACH SIDE OF TRENCH CUT) ON PARKER AVE. MILL | | | AND OVERLAY LIMITS TO INCLUDE COMPLETE TRAVEL LANE. | | | | | | 3. PROVIDE TOPOGRAPHIC SURVEY OF AVAILABLE. | | | | | | 4. 6" HDPE PIPE WILL ONLY HAVE LESS THAN 6" OF COVER | | | WHERE IT CROSSES THE DRIVEWAY. | | | | | | 5. ADD WEST INVERT ELEVATION FOR STRUCTURE S-3. | | | | | | 6. SEE STALL PAINTING DETAIL IN SECTION 94-485.J OF THE | | | ZONING AND LAND DEVELOPMENT CODE. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | [email protected] |
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