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SECTION 3% TOW NSHP 23 N, RANGE IIE, W. M., KEG COUNTY, WASNINGTON
NOTE DRAINS FROM PROPOSED POOLS AND ANY
SHOWERS SHALL CONNECT TO SANITARY
SEWER VIA REC. BUILDING PLUM6ING.
GRAPHIC SCALE
b 0 15 w 00 120
( nNrm)
1 inch = 30 &
iarw
wM►p :'_iSGI�
NOTE.
1. COORDINATE ALL SEWER STUB LOCATIONS
WlH MECHANICAL
2 ALL SEWER STUBS SHALL BE EXTENDED
TO WITHIN 5' OF THE BUILDING AND A
SURFACE CLEANOUT IS TO BE PROVIDED AT
RE TERMINUS.
3. ALL SEWER STUBS SHALL BE 6' MIN AT
200% MIN SLOPE.
4. VERTICAL SEPARARON FROM WATER
SHALL BE 3' MIN OR 1.5' MIN WITH
CONCRETE ENCASEMENT.
5. ALL SEWER PEE SHALL BE PVC SDR35
ASTM 3034.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
�&'D Ho
os�as N0 / 13 / 01
NGINEERING, Inc.
aWl ENGINEERS +LAND PI- AN►ffRS
1019. Padit Ave.. Suite 906
Tacoma. WA 96402
Hue: (253) 573 -0040
Fos: (253) 573 -0142
e —metL• ammdtsoand aginexam
/3l —"51 CD ; C51— %e? SCANNED FEB 15 2002 WATER WC 299eis»`iaea°�es°w' P OTIM All 05 HO20W 13- M43 �
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1[�
74`�
FIR
2`:�;711
NOTE.
1. COORDINATE ALL SEWER STUB LOCATIONS
WlH MECHANICAL
2 ALL SEWER STUBS SHALL BE EXTENDED
TO WITHIN 5' OF THE BUILDING AND A
SURFACE CLEANOUT IS TO BE PROVIDED AT
RE TERMINUS.
3. ALL SEWER STUBS SHALL BE 6' MIN AT
200% MIN SLOPE.
4. VERTICAL SEPARARON FROM WATER
SHALL BE 3' MIN OR 1.5' MIN WITH
CONCRETE ENCASEMENT.
5. ALL SEWER PEE SHALL BE PVC SDR35
ASTM 3034.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
�&'D Ho
os�as N0 / 13 / 01
NGINEERING, Inc.
aWl ENGINEERS +LAND PI- AN►ffRS
1019. Padit Ave.. Suite 906
Tacoma. WA 96402
Hue: (253) 573 -0040
Fos: (253) 573 -0142
e —metL• ammdtsoand aginexam
/3l —"51 CD ; C51— %e? SCANNED FEB 15 2002 WATER WC 299eis»`iaea°�es°w' P OTIM All 05 HO20W 13- M43 �
` y