Laserfiche WebLink
6 inch min. I <br />—T - <br />4 inch min. <br />Diameter <br />Perforated Pipe <br />Wrapped in Drainage <br />Fabric <br />Slope To Drain <br />00 e 15, 00 00 00 O o O p 00 00 00 O o 0 0 oa <br />off° 0000oe0� %0 0°0000 <br />000� 00 oO Oo o0 o0° p° OoaO°o,0, <br />.0° °o pp e° o °oe0° °e pp eeo 00epp °°0" <br />0�0o Ou0 O° 0 0 0 Oe0 O° 0 0 e�po 0< <br />°p oeO°D 0Q 000 pe��0p pop° C <br />p°° p9pp°00 pp ° 0oO 0 0 O0 00 ° 000o p°C <br />0 <br />Oo°o o0 °O pp OOo 000 pO Op Opo ° <br />0 00 00 00 0 0 °O °p° 00 00 0 °00 a <br />\o ° ° 00 <br />DoopO o e O ooe <br />000 0 0 0°00 oee o a <br />1poop OpeO° °pOOQ po°o 0 <br />°°°o�i%'�° Oyu 0 <br />2 inch min. / 4 inch max. <br />LEGEND <br />Surface seal; native soil or other <br />low permeability material. <br />1" Drain Rock <br />° �0 <br />Drain pipe; perforated or slotted rigid <br />O PVC pipe laid with perforations or <br />slots facing down; fight jointed; with a <br />positive gradient. Do not use flexible <br />corrugated plastic pipe. Do not tie <br />building downspout drains into footing <br />lines. Wrap with Mimfi 140 Filter Fabric <br />or equivalent <br />18 Inch <br />min. <br />y- T- <br />2 inch min. <br />12 Inch <br />min. <br />SCHEMATIC ONLY - NOT TO SCALE <br />NOT A CONSTRUCTION DRAWING <br />Earth COnSUltlnts, Inc. <br />0e hn l Engineers 0n glws 6 En W.wnull SCIenn515 <br />Cpn9luc reMMgA 180I WABO Ina(.e m Se VS <br />0 <br />TYPICAL FOOTING SUBDRAIN DETAIL <br />Remsing Single Family Residence <br />Everett, Washington <br />Drwn. GLS <br />Date May 2003 <br />ProJ. No. 10558 <br />Checked KMW <br />Date 5/2/03 <br />Plate 4 <br />