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I <br /> I <br /> Slope backfill away from <br /> foundation. Provide surface <br /> Idrains where necessary. <br /> MtigiAlVi <br /> I <br /> r—t ' Tightline Roof Drain <br /> �F_z <br /> (Do not connect to footing drain) <br /> Backfi I I og.,ca. <br /> (See text for <br /> I {•. <br /> requirements) :_Cs <br /> .voial <br /> _� >•I Vapor Retarder <br /> INonwoven Geotextile U=.�• or Barrier <br /> Filter Fabric <br /> 'N °s SLAB 1 <br /> I 3 <br /> o•O O Oo c� °'' pDaopp ppo.o� 00 p00.000 000.000 <br /> O O O O O O P ' ".E� 1 sA"9 3- 0 0 ° d0 O O•o.pQ c.a.:.°°:O_ 0 o Q� O O:O: <br /> Q O I 0 � 0 0 0 ''� y�3. P i,q�. ).0 0O°°•• Q .: • Q Oo • Q O <br /> i o oa �o�0 --Kt` 7lyTY ovret�3 hk '` '•., .O . _ -`-� '° .o: D^n o•00 ._o.:7•o o n:o.a'. <br /> 1 <br /> 0%ihil <br /> 1111 <br /> O O O Yi-�9'.:x_. -'�.__ `J�"F.. _. '� III <br /> 6" min. "0 oo ii•oao°- II = 1®I <br /> nll—P <br /> I - Free-Draining Gravel <br /> (if appropriate) <br /> 4" Perforated Hard PVC Pipe <br /> I (Invert at least 6 inches below <br /> slab or crawl space. Slope to <br /> drain to appropriate outfall. <br /> IPlace holes downward.) <br /> I <br /> NOTES: <br /> I (1) In crawl spaces, provide an outlet drain to prevent buildup of water that <br /> bypasses the perimeter footing drains. <br /> (2) Refer to report text for additional drainage and waterproofing considerations. <br /> I FOOTING DRAIN DETAIL <br /> GEOTECH Lot B-E of 1605 SE Everett Mall Way <br /> Il CONSULTANTS,INC. Everett, Washington <br /> Job Date: Scale: Plate: <br /> r 09266 Nov.2009 Not to Scale <br />