| Plan Review Notes For Project Z13040022 |
| Project Number |
Z13040022 |
|
| Review Stop |
STORM |
| Sequence Number |
5 |
|
| Notes |
| Date |
Text |
| 2014-09-10 12:17:58 | 1.SANITARY PIPE BETWEEN S-2 AND EXISTING SANITARY | | | MANHOLE IS SHOWN TO BE 43 FEET AT 0.4% SLOPE ON SHEET | | | C-2. THE DESIGN PIPE INVERT ELEVATIONS ARE SHOWN TO BE | | | 13.73 FEET AT S-2 AND 13.66 AT EXISTING MANHOLE. THE | | | PIPE SLOPE CALCULATES TO BE 0.16% USING THESE INVERT | | | ELEVATIONS AND 43' PIPE LENGTH. | | | | | | 2. TREES ARE PROPOSED OVER THE PROPOSED EXFILTRATION | | | TRENCH AT SE CORNER OF SITE. RELOCATE THE TREES OR | | | EXFILTRATION TRENCH. | | | | | | 3. INCLUDE WEIRS IN THE DRAINAGE SYSTEM PRIOR TO THE | | | OUTLET STRUCTURES IN THE RETENTION AREAS TO SURCHARGE | | | THE EXFILTRATION TRENCHES. | | | | | | 4. PER THE DRAINAGE EASEMENT RECORDED IN ORB 13931 PG | | | 621, PROVIDE AN ACCEPTANCE LETTER FROM TENET ST. MARY'S | | | THAT THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL NOT | | | ADVERSELY AFFECT TENET ST. MARY'S. THIS LETTER MAY BE | | | SUBMITTED WITH THE ENGINEERING PERMIT APPLICATION. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING AND PUBLIC WORKS DEPARTMENT | | | 561-494-1120 | | | |
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