| Plan Review Notes For Project Z16030009 |
| Project Number |
Z16030009 |
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| Review Stop |
ENG - PPRC |
| Sequence Number |
2 |
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| Notes |
| Date |
Text |
| 2016-05-09 11:57:34 | COMMENTS ARE BASED ON THE MAY 2, 2016 ROUTING OF | | | REVISED PLANS AND RESPONSES. | | | | | | SITE PLAN IS APPROVED CONDITIONED ON THE REVISING THE | | | PLANS PER THE FOLLOWING: | | | 1. MILLING AND RESURFACING LIMITS FOR TRENCH CUTS ON | | | CITY STREETS IS FULL LANE WIDTH FOR THE TRAVEL LANE(S) | | | ENCROACHED BY THE TRENCH AREA INCLUDING A TRANSITION | | | AREA OF 50 FEET ON EACH SIDE OF THE TRENCH (SEE NOTE 2 | | | ON STANDARD DETAIL P-4 ON SHEET C-3). | | | | | | 2. THE CROSS SECTION FOR THE DRY DETENTION AREA SHOWS A | | | SIDE SLOPE OF 4:1 MAX. SHEET C-1 SHOWS AN SIDE SLOPE OF | | | 8:1 BETWEEN THE TOP OF SLOPE LINE AND TOE OF SLOPE | | | LINE. DRAINAGE STORAGE CALCULATIONS SHOULD BE BASED ON | | | WHAT WILL BE CONSTRUCTED. | | | | | | 3. BASED ON THE DISTANCE BETWEEN LANDSCAPE ISLANDS IN | | | THE PROPOSED PARKING LOT, THE PARKING SPACE WIDTHS | | | APPEAR TO BE WIDER THAN THE 8' 6" SHOWN ON DETAIL E ON | | | SHEET A-100. | | | | | | 4. THE LANDSCAPE PLANS CALL OUT A PROPOSED 1-STORY | | | BUILDING ADDITION. | | | | | | TRACY L. WARD, P.E. | | | SR. STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 |
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