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SECTION 31, TOWNSHIP 23 K RANGE 5E, W. It, KING COUNTY, WASHIIIGTON
NOTE DRAW FROM PROPOSED POOLS AND ANY
SHOWERS SHALL CONNECT 70 SANITARY
SEVER VIA REC. BUOJNNG PIUUWEIING.
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NOTE
1. COORDINATE ALL SEWER STUB LOCATIONS
WITH MECHANICAL
2 ALL SEWER STUBS SHALL BE EXTENDED
TO WITHIN 5' OF THE BUILDING AND A
SURFACE CLEANOUT IS TO BE PROVIDED AT
THE TERMINUS.
3. ALL SEWER STUBS SHALL BE 6' MIN AT
Z00% MIN SLOPE.
4. VERTICAL SEPARATION FROM WATER
SHALL BE 3' MIN OR 1.5' MIN WITH
CONCRETE ENCASEMENT.
5. ALL SEWER PIPE SHALL BE PVC SDR35
ASTM 3034.
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Tacoma, WA 98402
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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
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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
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NGINEERING, Inc.
aWl ENGINEERS +LAND PI- AN►ffRS
1019. Padit Ave.. Suite 906
Tacoma. WA 96402
Hue: (253) 573 -0040
Fos: (253) 573 -0142
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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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___— \ \ �\
NOTE
L COORDA4ATE ALL SEWER STUB LOCARONS
WITH MECNAIJICAL.
2 ALL SEWER STUBS SHALL BE E1CIE14DED
TO WITWN 5' OF 1HE BUgDING AND A
SURFACE CLEANOUTiS TO BE FRONDED AT
THE TERMINUS
3. ALL SEWER SNB.S SHALL BE 6" NIN AT
200X MIN SLOPE
4: VERTICAL SEPARARON FRL>M WATER
SHALL BE 3' MIN OR 1.5' MIN WfIH
CONCRETE ENCASEMENT.
5. ALL SEMER PIPE SHALL BE PVC SDR35
ASTM 3034.
OUND
NAG" �•I += �2II�TG, Inc.
CINL ENGINEERS 'LAND PLANNERS
1019. Pad6c Ave:, SuNe 906
Tacoma„ WA 96402
Hue: (255) 573 -0040
SCANNED fEB 15 2002
_ \ � 2���p f. —"� i (,j � 1 � 9� ��2 FIlFIN1E� K \991E1 \991E1S. ING WG UPMiEp INY E2 EoaD 17i 11� 03
CJ J` CREATEOi. oEC E9 1999 iP 23 29 PLafTEO� JlN a3 2000 13 1313 5"
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___— \ \ �\
NOTE
L COORDA4ATE ALL SEWER STUB LOCARONS
WITH MECNAIJICAL.
2 ALL SEWER STUBS SHALL BE E1CIE14DED
TO WITWN 5' OF 1HE BUgDING AND A
SURFACE CLEANOUTiS TO BE FRONDED AT
THE TERMINUS
3. ALL SEWER SNB.S SHALL BE 6" NIN AT
200X MIN SLOPE
4: VERTICAL SEPARARON FRL>M WATER
SHALL BE 3' MIN OR 1.5' MIN WfIH
CONCRETE ENCASEMENT.
5. ALL SEMER PIPE SHALL BE PVC SDR35
ASTM 3034.
OUND
NAG" �•I += �2II�TG, Inc.
CINL ENGINEERS 'LAND PLANNERS
1019. Pad6c Ave:, SuNe 906
Tacoma„ WA 96402
Hue: (255) 573 -0040
SCANNED fEB 15 2002
_ \ � 2���p f. —"� i (,j � 1 � 9� ��2 FIlFIN1E� K \991E1 \991E1S. ING WG UPMiEp INY E2 EoaD 17i 11� 03
CJ J` CREATEOi. oEC E9 1999 iP 23 29 PLafTEO� JlN a3 2000 13 1313 5"
f 1 1