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STUDENT HEALTH AND <br /> FITNESS CENTER <br /> (UNDER CONSTRUCTION) <br /> n <br /> \ 0 <br /> N 7 F <br /> 1 - ., i <br /> ZONE II " 3 7 ' °;''� <br /> N ZO IE 1v/ f <br /> — — „ ~J y s <br /> 6�141- <br /> ,,./>\- s' . <br /> ZONE <br /> III 3I© A — -Bmo _ <br /> 'I„ + . ZONE I f <br /> o <br /> rr LIBERTY HALL No <br /> r <br /> -- <br /> p6I i I L I I I I I FF=84.0 '' N <br /> 'a <br /> F , N0 <br /> O - - — — — — B-4 "`� \ <br /> I F �� <br /> m / <br /> 0 <br /> W_ <br /> LL 0 0 0 0 0 6 0 0 0 <br /> a <br /> O <br /> E <br /> W <br /> a_ <br /> Q <br /> U <br /> m <br /> m <br /> Z <br /> Q <br /> J <br /> m <br /> Shallow Foundations <br /> Foi;ndation Location Allowable Bearing Overexcavation Depth N <br /> !` <br /> a Pressure(psf) Required (feet) W , ;: E <br /> •r.. <br /> 2 Zone I(3ridlines 1 through 6) 6,000 None s <br /> L Zone II(?3ridlines 6 through 7) 4,000 1 40 0 40 <br /> 02,500 2 FEET <br /> %' Zone III(Gridlines 7 through 3') 3,000 3 <br /> Notes Legend <br /> 2,000 3 <br /> M <br /> 1. The locations of all features shown are approximate. B-1 BoringbyGeoEngineers •ne N(t3ridlines 3'through 7) 2,500 4 <br /> co 2. This drawing is for information purposes.It is intended to g g Foundation Support <br /> assist in showing features discussed in an attached _ 3,000 5 <br /> document.GeoEngineers,Inc.can not guarantee the 1. Overexcavation should be completed as described in the text of this report. Proposed Liberty Hall <br /> 1(4 accuracy and content of electronic files.The master file is 2. If ground improvement consisting of drilled aggregate piers is completed in <br /> a stored by GeoEngineers, Inc.and will serve as the official Everett Community College <br /> record of this communication. accordance with our recommendations,then an allowable bearing capacity <br /> F- of 6.000 psf may be used. <br /> w Reference:Topographic Survey provided by Reid Middleton 3. The building may also be supported on 4-inch and 6-inch diameter steel G EO E N G I N E E R S Figure 3 <br /> 3 dated 4/12/2010. pipepiles supporting 20 kips and 30 kips each, respectively. I <br />