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<br />FOUNDATION 1�NALYSIS
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<br />Page 3— Proposad Apartment Bldg.
<br />Roseville, Minnesota
<br />We vnderstand the proposed construction will consist of a 4 story apartment building
<br />r ri and a ar e area to the w�st (area of borings 1L, 2, and 3).
<br />(area of bo ng 4) g�
<br />Plans are presently in the pre�liminary stages and the final building locations
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<br />;,:.- .` and floor slevations have not been decided.
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<br />Apartment
<br />Boring 4 wa.s put down as a general check for the propoaed apartment buildinga
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<br />', The low+er floor for this building z,ri.1�. probably b� about 1�' abave existing grade e
<br />,�� We asswne the loadings will be fairl,q heavyo It appears that normal spread footings
<br />wotil.d be feasiblee The soils encourztered in boring 4�'e predomiriantl.� granulare
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<br />The.fill extends to a depth of 2t in thi.s boringa Loadings of 3,000 pounds�per
<br />square faot and k,000 pounds per square foot are indicated.on the gr�nular soi�.
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<br />found inunediat'.ely belaw the fiil and below about elevation $5' r�spectiFe�,pa Same �� x"
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<br />�� ' - w�eaker soils were es�counte�ed at depth in thi.s ' borin� 'out the loadings giveii '
<br />8.,;;; above wo�al.d - be adequat�l,y distributed to th�'se soils e W� would sugges � additzonal ��, �
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<br />�..,y, t so3.1. borings; �o .givs more complete information on the soil conditions; o�ver the ;
<br />� progc�sed construction areao More sp�cific recommendatians could then be madeo
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<br />: � - Gaz^a:ge A"rea . �
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<br />'� The garages are tentative7.� planned in the area of bor�.ngs 1, 2 and 3e We assume
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<br />� � the'loadings'will be quit� light �or these structures w3th most,of the load being
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<br />�: 5 `: on tlie floor slab, The soft clay found iu boring 3 extends to a depth of 11�, At
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<br />� , , borings.l and 2, medi:um to rather stiff clay and loose sands were found at th�, , �
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<br />t,�;` `�. ;- :; siirface � or below 32'; . of topsoilo
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<br />,: 4 = ; We understand: � tlie garage floor zrill -be somewhat abave existing gr�de e It would ' -
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<br />� t --; be fea�ib3e to snppart the proposed floor and light building loads on compacted; �`
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<br />� fill placed after removing th�.surface soils containing sod and rootso The actual �
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