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SW 1 /4, NW 1 /4, SEC 17 , T29N , R05E, W. M .
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<br /> � SCALE IN FEET NOTES �
<br /> 1. WTERNAL 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 pH. (206) 200-7174
<br /> THROUGH FOUNDATION WALL �g g� 7ypE i S.�rn ��0 3 P PES SHIALL BE ISLOPED AT 0 57 MIN. UNLESS OhiERWISE SPECIFlED � REDBARN-ENGINEERING.COM , _ '
<br /> � I . P#Zp ,a '�� I I \ � � SEE�O . 6 (TYP.) q � 4. PIPE UNDER BUILDING SLAB SHALL BE SCHE�U�E 40 PVC PER ASTM D
<br /> 04.85 � oys y � '7 \�`'fo g�rn: �pb.G4 2665
<br /> K NAI I H``o� � � s�<i0 �Z� Ib �W� ° I V3•,Z S. TRENCHING AND BEDDING FOR SERVICE DRAMS SHALL BE PER WE
<br /> ; �-�.g � w _ \ � Ff sO\ ��<o IZ� IE LS�� ' IOI.3� STANDARD PLANS
<br /> . k � 6. FOUNDATION DRAIN PUMP SHALL BE PER DESIGN-BUILD MEP IF FOOT7NG
<br /> • o. — �-��� �y,�. �= �OI. 3 � ORAMS ARE UNABLE TO GRAVITY TO STORM SYSTEM. FOOTING DRAIN
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<br /> � RB PROJECT NO.: � �
<br /> 17- 0036
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