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Ridgecrest 221228 Foundatio Oi Out 1 6 14.pdf - 1 of 1
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January 7, 2014 tliifi
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Project: Mascord Plan 22122B for Ridgecrest ;ee how
Calenda Ash Creek Gates, Lot 3 'and
Contact Washington County, OR 97223 aid can
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It has been reported to me that the foundation on the right side wall ofol
residence has been dug deeper than what is reflected on the plan. Th
foundation has been dug as deep as 8 feet at the rear side of the filled ya..ajf-
The exterior side of the foundation is to be backfilled to within 3.5 feet o4 70p
of the garage slab as the worst case at the back of the garage. At the ;i Loa
of the garage right side wall the garage slab will only be about 16 inch, Rbw
the backfilled exterior side of the wall. The footing on the deepest por qji .
wall, which is the critical design, is reported to be 32 inches wide with ,O_Tmc co
extending beyond the exterior face of the wall. The horizontal and ver=:cy WWI
in the wall has been reported to be #4 bars at spaced at 16 inches on • e.e,v4i
The differential backfill on the wall is never more than 4 feet.
After checking this condition, I have determined that the wall construct
described above is structurally adequate to resist the design loads on
Questions or comments regarding this letter are to be addressed to mf
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Todd Rowell P.E. :�,�-:
Rowell Engineering, LLC T. FAG';�
503-254-6292 x23
toddr @rowelleng.com - a,,
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http://us.mg4.mail.yahoo.com/neo/launch?.rand=ei82jusfdf6hp 1/7/2014
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