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A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, WM.
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30LF A.B. 114.13 A.B.
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SEWER LINE �I
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PROPOSED 8" PVC
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PROPOSED 6" SIDE SERVICE i
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PROPOSED SANITARY
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x' 0+82 AB
S. 105.5;
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SEWER MANHOLE
PROPOSED DIRECTION OF FLOW
15' SE R i
I 1F -122.0
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LE.= 195 6#
BENCHMARK:
BLDG. C.O.
IM =41£36 11 .78 A.
1 = 14489
11 .67 A.B.
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4 2+85
I= tt3317 114.29 Ak
8" IS188° OUT(N)B� 4fs 5.`7
e PROPOSED CLEANOUT I ___
I � '�� 0059 �'n - +34�
- I I �'i • 8 A -B. 4 0• I.E.
CITY OF RENTON #1927, ELEV. = 123.704
TOP OF BRASS DISC IN CADE, IN WESTERLY
PAVED SHOULDER OF TALBOT ROAD, 50'
SOUTH OF CENTERLINE OF S. 192ND STREET.
CITY OF RENTON #1227, ELEV.= 154.81
TOP OF BRASS PLUG IN CASE AT A P.C.
ON TALBOT ROAD SOUTH AT INTERSECTION
WITH S. 45TH PLACE.
NOTE: SIMILAR MONUMENT LOCA .D S. 24' E, 11.4'
DATUM:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983, 1991 ADJUSTMENT.
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20 0 20 40
SCALE: 1' - 20'
0 AS -BUILT
As built Infor atlon provided by.
� ESM Consulting Engineers
720 South 348th Street
Federal Way, WA. 98003
(206) 623 -5911
Centre Pointe Surveying
33639 9th Ave. South
Federal Way, WA. 98003
(253) 661 -1901
o wvVo-27 2523
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REVISIONS A) CRY OF RELRON. 8) PED LOWERED RNISHED GRADES. 3/26/96
PENSIONS: A) PEO. INCORPORATED WATERLINE CHANGES. 4/30/98 REVISIONS: A) AS- BUILTS 2/4/00 DCW
I FF�i20.0 I �` ' BLDG ao. a
14LF A.B. BLDG.
449�- 6" PVC S. ,SRV.
S= D.Z820 0,8486 A.B.
8i 7;- 0+63 A.B. I _ 0+ B. Jy . E110.5 A B
I.E.= 104.01 10451 17
2
6" VC S SRV. \60
S=6.259&
S X99& 0 0022 A ' e r
0.1875 A. .
PVC S SR A.B.
01 E
. � ''z t `� 0.1258 A.
S. -
a • . :I ''::::, .. ' ' -' ,t. .118 A.8 _ -- �* RIM 6-11 73 .B. O
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a o+ 0 +57 A. 1 ENT•
i - 110.21 .B. U
SSMH A.B. � IE. 193.•91` v �r
RIM = 117.94 A.B. DD ! 104 50 A B
INV.(8 °IN)= 104.37 A.B. II I r.�- - 1 '_ %GAR• EP1T• W
INV.(8 "OUT) - 104.27 A.B. -- - - - - -- �1T -0 \' s
GAR. ENT. GAR. ENT.
IECT TO GAR•T. W
- = 117.0
- _ GAR. ANT. = 117.0 {` l G 17• ; r Z•0 BLDG. C.O. � W
7NG 8 SEWER LINE 1 - 117!0 l- t - \ l
DEI SHEET C2 OF 3 .I 42LF 6" VC S SRV. 1.- -'STA 1+ - 114.49. A.B.
DETAILS) f BLDG. `C.O. S 0.1852 A. \ RIM= 11 .54 A.B. IE= t f# 89 A.B. i t (3
RIM = 4 -,' 115.90 A.B. I t IE 8° IN S E)= 104:69 A.B. 2 1 W
i IE ffi3 & 112.28 A.B. i . 1 IE B" OU (N)= 104.59 A.B. s , f Z
SSMH A.B. i GAR. ENT. QO- \! V
RIM =116 04 A.B. I FF= O = 117.0
INV.(8 "IN) 104.05 A.B. F-
INV.(8 "0UT)= 103.95 A.B. I 22 I 1 Q
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110
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EXPIRES: MAY 6, 2001
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DRAWN BY
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PACIFIC E NOINEERINIG DESIGN 'INC- o CIVIL ENGINEERING AND
PLANNING CONSULTANTS
A r3 SCANNED MAR 3 0 2000
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