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SW 1 /4, NW 1 /4, SEC 17, T29N , . 05E, W. IV4//•.=. R ,
<br /> :.1 20 0 20 40
<br /> �
<br /> NOTE S
<br /> ,,,,,,,,,,,,,,,,� — -GALE IN FEET
<br /> 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 /> -SLEEVE EXT FOOTING DRAIN
<br /> 2, FOUNDATION LAYOUT FOR REFERENCE ONLY, SEE STRUCTURAL PLANS FOR KENMORE, WA 98028
<br /> THROUGH FOUNDATION WALL FOUNDATION DESIGN. PH. (206) '200-7174
<br /> , P '20 8 `�, dw SE F.. 6 (TYP.) *4 3. PIPES SHALL BE SLOPED AT 0.5% MIN. UNLESS OTHERWISE SPECIFIED. REDBARN-ENGINEERING.COM
<br /> ' -, \ ,1104.85 0 ? \, syfi� 4. PIPE UNDER BUILDING SLAB SHALL BE SCHEDULE 40 PVC PER ASTM D
<br /> "KNAI
<br /> 2665
<br /> ' �� '� ,,� vo 5. TRENCHING AND BEDDING FOR SERVICE DRAINS SHALL BE PER COE
<br /> ° so N-t�
<br /> °, 'Q 0w Lai IA :• Oki/
<br /> STANDARD PLANS.
<br /> - /. •: \ 6. FOUNDATION DRAIN PUMP SHALL BE PER DESIGN-BUILD MEP IF FOOTING
<br /> � �} i, DRAINS ARE UNABLE TO GRAVITY TO STORM SYSTEM. FOOTING DRAIN
<br /> f ,� TYP r
<br /> t f ' :; M=107 SHALL BE 1' HIGHER THAN STORM AT THE POINT OF CONNECTION.
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<br /> / RIM 06.6 ,, ►, ► + :: , CONTRAC SR` TO POTH D SIGNAL ANEAI�
<br /> 811
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<br /> , c.� IE 6" PVC (E)= 04.8+" L as i� ,,• + DETERMINE I RT PRIOR
<br /> 1E 6" DE (S)=104.$0' ;� ;� ® '�*. . �' + � '�: .. * INSTALLATION • � SD SIGN
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<br /> ;� '� > Di 7 • + '� ASPHALT
<br /> a '' a ';' .,SWALE CALL BEFORE YOU DIG
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<br /> c> RIM=117,29' 4" FDCO 3 3 PERIMETER FOOTING o I I D
<br /> CENTER OF 8" PVC CHANNEL cn IE=116.1 3 SSMH RIM=119.19
<br /> p� (N:, S.)=99. EL4 `f' CENTER OF 8" PVC CHANNEL DRAIN 4" PERF SCH r GAS LINE S� Q
<br /> IE 8" PVD W. )=99.34' (N . S., W.) IE=102.74 40 PVC 0 0.5% MIN. PER LOCATOR
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