| Plan Review Notes For Project Z21080014 |
| Project Number |
Z21080014 |
|
| Review Stop |
STORM |
| Sequence Number |
4 |
|
| Notes |
| Date |
Text |
| 2023-02-17 17:15:16 | THESE COMMENTS ARE FROM THE REVIEW OF THE 2/10/2023 | | | SUBMITTAL: | | | | | | 1. SIDEWALK RAMP BETWEEN STREET SIDEWALK AND THE | | | PARKING LOT WILL NEED HANDRAILS PER THE FBC | | | ACCESSIBILITY CHAPTER (SLOPE IS IN EXCESS OF 5% AND | | | MORE THAN 6 INCHES HIGH). THE HANDRAILS CANNOT EXTEND | | | INTO THE RIGHT OF WAY. A LEVEL LANDING MAY BE REQUIRED | | | AT THE TOP OF THE RAMP. THE SLOPE MAY BE RESTRICTED TO | | | LESS THAN 5% IF A PORTION OF THE SIDEWALK RUNS N-S | | | ALONG THE BUILDING ANF THEN TURNS TO THE WEST TO THE | | | RIGHT OF WAY. | | | | | | 2. 5-YEAR RUNOFF DEPTH WILL BE 4.22 INCHES (=0.35 FT) | | | (SCS FORMULA. P = 6 INCHES; AVG S = 1.88 INCHES). 5-YR | | | RUNOFF VOLUME WILL BE 2247 C.F. (0.35 FT X 6420 S.F.). | | | | | | 3. IF THE PAVEMENT CUT FOR THE SEWER LATERAL EXTENDS | | | PAST THE ROAD CENTERLINE, THEN THE MILL AND RESUFACE | | | LIMITS WILL NEED TO EXTEND TO THE EDGE OF THE | | | SOUTHBOUND TRAVEL LANE (EDGE OF PARKING SPACE) AND 50 | | | FEET NORTH AND SOUTH OF THE SEWER LATERAL. | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | [email protected] | | | |
| |
Print |
|
