| Plan Review Notes For Project Z15090024 |
| Project Number |
Z15090024 |
|
| Review Stop |
ENG - PPRC |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2015-11-16 13:44:45 | RECOMMEND APPROVAL WITH THE FOLLOWING CONDITIONS: | | | | | | 1. DUMPSTER ENCLOSURE INSIDE CLEARANCE MUST BE A | | | MINIMUM OF 12.5 FT. | | | | | | 2. A PRELIMINARY ENGINEERING PLANS (WATER, SEWER, | | | PAVING, AND DRAINAGE) WAS NOT SUBMITTED. WATER AND | | | SEWER CONNECTION LOCATIONS SHOWN ON THE PLANTING PLAN | | | ARE NOT INCLUDED IN THE SITE PLAN APPROVAL. | | | | | | 3. PALM BEACH COUNTY APPROVAL OF THE PROPOSED | | | STORMWATER CONNECTION WILL IS REQUIRED PRIOR TO | | | ENGINEERING DEVELOPMENT APPLICATION APPROVAL. | | | | | | 4. PRIOR TO START OF CONSTRUCTION, SEPARATE SUBMITTALS | | | ARE REQUIRED TO THE ENGINEERING DIVISION OF THE PUBLIC | | | WORKS DEPARTMENT FOR ENGINEERING DEVELOPMENT APPROVAL | | | AND UNITY OF TITLE APPROVAL. THE APPLICATION FORMS CAN | | | BE DOWNLOADED AT | | | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ | | | | | | | | | | | | PROJECT SUMMARY: 1.7 ACRES, 110,838 SF OF SELF-STORAGE | | | WATER DEMAND BASED ON 0.01 GALLONS PER SF = 1,108 GPD, | | | PEAK FLOW (X 2.5) = 115 GPH | | | SANITARY SAME AS POTABLE | | | SOLID WASTE = 7 LBS PER DAY PER 100 SF = 7,760 LBS PER | | | DAY | | | NEW PEAK HR TRIPS: 13 (7/6) AND 26 (14/12) |
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