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. ,, \_ ` - .�• vt�i4/tlbbl GEOTECH <br /> PAGE 26 <br /> Slope backfill away from <br /> foundatton. Provide surface <br /> drains where necessary. <br /> i.:;-�n� <br /> ;.. <br /> � <br /> — 'z;'•. �' Tightline Roof Drain <br /> Backfill "��'�� (Do not conned to footlng drain) <br /> (Sea text for � "� . <br /> requfrements) � <br /> � <br /> Nonwoven Geotextile <br /> Washed Rock Fner Fabric � <br /> (��a"min.�e� Possible Slab <br /> �a 'a.�.o.�� •O.•'.O •O. ,.O.�D:p'��0::•p:Q='.o •o: a:•. <br /> . �O OvOoO� �jj •rw� �. ��.:•�.jp4.�.0'O.' �.O D.•P <br /> �a��0 �O�O oi 4�°e�de•. p��•e��cf���e,�!�d�°o o,:?e <br /> • • . � � i.?��,•.i .'O •.i'�•�:o!o� °.nwp9.°.n�� <br /> . 00 ����• '. �•.•. o� '�•n . e�e:+ •. Y.�;i . <br /> 4" min. 'o;�; a;o• i i i ' ' <br /> . . <br /> Vapor RetarderBarrier and <br /> 4" Pertorated Hard PVC P; e Capillary Break/Drainage Layer <br /> p (Refer to Report te�R) <br /> • (Invert at least8 inches below <br /> slab or craw� space. Slope to <br /> drain to appropriate outfall. <br /> Ptace holes downward.) <br /> NOTES: <br /> (1) In crawl spaces, provide an outlet drain to pt��ent buildup of water that <br /> bypasses the perimeterfooting drains. <br /> (2) Refer to report text for additlonal drainage and waterprnofing considerations. <br /> �� GEOTECI� �OOTIlVG DRAIN DE'�AIL . <br /> CONSULTANTS,]�(C, 11804 Highway 99 <br /> Everett, Washington <br /> r— Job No��� DA�st 2005 12 <br /> Platc: <br />