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<br /> rr 1. INTERNAL ROOF DRAINS SHALL BE ROUTED TO STORM DRAIN. NO RED BARN ENGINEERING INC.
<br /> EXTERNAL DOWNSPOUTS. 6610 NE 181ST ST STE 2
<br /> 2. FOUNDATION LAYOUT FOR REFERENCE ONLY. SEE STRUCTURAL PLANS FOR KENMORE, WA 98028
<br /> SLEEVE EXT FOOTING DRAIN FOUNDATION DESIGN. PH. (206) 200-7174
<br /> THROUGH FOUNDATION WALL 3. PIPES SHALL BE SLOPED AT 0.5% MIN. UNLESS OTHERWISE SPECIFIED. REDBARN-ENGINEERING.COM
<br /> P#20u8 N. SEES 6 (TYP.) •ysy 4. PIPE UNDER BUILDING SLAB SHALL BE SCHEDULE 40 PVC PER ASTM D
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<br /> • 1 '•K NAI StiFO / :: v S°l/ 5. TRENCHING AND BEDDING FOR SERVICE DRAINS SHALL BE PER COE
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<br /> /:? ,:::• �Oiv 6. FOUNDATION DRAIN PUMP SHALL BE PER DESIGN-BUILD MEP IF FOOTING
<br /> ! DRAINS ARE UNABLE TO GRAVITY TO STORM SYSTEM. FOOTING DRAIN
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<br /> SECTION A- A
<br /> N FOOTING DRAIN qv qv SHEET NO.:
<br /> i� PA. KI \ G PIT FOOTI \ G DAI \
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<br /> I RB PROJECT NO.:
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<br /> 17- 0036
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<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
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