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SECTION 31, TOMINSIEP Z8 N, Rl1NOE 6E, •. M., 101!0 COUNT7, MIASNMOTON
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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
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GRAPH?C SCALE
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I \�11i1 114
I TSEWEI�NEA�EMEt�II II II ��� 1
I I I I I N11111\\�'\[\
STA +39.32 00.E RT m )1
�I. I zv'L'[3 �
J' I
� I I I � � q.. I tE .32. l y �» 5� 1 ��� /
1 I \ �\ ��� I IE r432•�4 �" tip. � /
�I:� I lE '' �. �jO I I
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\ \ \ 1 I I 11. I i i � I\ O\
\ \,� \ 1 � I. I I i I I I I\ \�
i .—_ i
___— \ \ �\
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