| Plan Review Notes For Project Z19050024 |
| Project Number |
Z19050024 |
|
| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2020-01-13 09:39:44 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | DECEMBER 31, 2019 SUBMITTAL PACKAGE: | | | | | | 1. MINIMUM STORMWATER PIPE SIZE IN THE RIGHT OF WAY IS | | | 15" RCP. THE FLAMINGO DRIVE STORMWATER EXTENSION WILL | | | NEED TO REPLACE THE EXISTING 12" PIPE ON THE WEST SIDE | | | OF OLIVE AVE. | | | | | | 2. THE STORMWATER SYSTEMN EXTENSION PROPOSED ON | | | BARCELONA ROAD WILL AFFECT THE EXISTING LANDSCAPED | | | BULBOUT ON THE STREET. | | | | | | 3. THE DRAINAGE SYSTEM EXTENSIONS IN THE RIGHT OF WAY | | | WILL NEED TO BE PROVIDED ON A SEPARATE SET OF PLANS AND | | | APPROVED BY THE PUBLIC UTILITIES DEPARTMENT OR | | | ENGINEERING SERVICES DEPARTMENT. BASE SHEETS SHALL | | | INCLUDE TOPOGRAPHIC SURVEY INFORMATION. | | | | | | 4. ONSITE STOMWATER RUNOFF TO BE CAPTURED AND ROUTED | | | THROUGH THE ONSITE STORMWATER RMANAGEMENT SYSTEM. STAFF | | | COULD NOT DETERMINE HOW THE RUNOFF FROM THE DRIVEWAYS | | | WILL BE CAPTURED BEFORE LEAVING THE SITE. | | | | | | 5. ROOF DOWNSPOUTS TO BE DIRECTED TO THE ONSITE | | | STORMWATER MANAGEMENT SYSTEM. | | | | | | 6. SIDEWALKS ACROSS THE DRIVEWAYS TO BE CONSTRUCTED OF | | | CONCRETE. | | | | | | 7. REVISE THE ADA MAT FOR THE CURB RAMP ON THE EAST | | | SIDE OF THE MAIN DRIVEWAY TO FLAMINGO ROAD TO FOLLOW | | | THE CURB LINE. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 |
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