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PROPOSED 8" PVC SEWER LINE
PROPOSED 6' SIDE SERVICE
PROPOSED SANITARY
® SEWER MANHOLE
PROPOSED DIRECTION OF FLOW
• PROPOSED CLEANOUT
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BENCHMARK=
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 LOCATED S. 24' E. 11.4'
DATUM -
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983, 1991 ADJUSTMENT.
L
20 0 20 40
SCALE: 1' - 20'
REVISIONS: A) CITY OF RENTON. B) PED LOWERED RNISHED OWES. 3/28/98
REVISIONS: A) PED. INCORPORATED WATEFWNE CHANCES. 4/30/98
A PORTION OF SIN 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, R 5 E, W
R•1 IT ~y lftjr
28LF 6, PVC S
S =03100 l
' O BLDR CO.
20 (W= 11650
114.00
`\ 32LF 67 F%C S SRV.
0 +78
LE =105.
18 j - SSMH ,, -1-
LOG. C O. STA 21+85
M= 116.50 A RIm= 113 77 a `-
f — 114.00 IE 8' IN (S)— ,117,5.
\ lE 8' OUT (N)=2-- . 1t
\ f{
96LF 8' PVC SS
1 i �✓ 6+72
2 1 LE-= 10-.02 \ ,
i I 1 BLDGL CO. r = 4 :. y .- - -- ''�_ V BLDG CO.
16LF 6' PVC S SRV. ` ! ✓ =
5= 0.7820 m I RIM= 11950 E 1i _ �- RIM =113.00
, 1 IE= 117.00 _ _ / �'1 = - -;' 300
1 ,r 1 -_ E
0+72 F • E 88
LE= 104.01
os s \ 17
c' =F VC _ �r 28LF 6' �VC S SRV
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1 .&. / OF 6' PVC S SRV� i
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CONNECT TO
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EXISTING 8' SEWER LINE � ''
(SEE Dd SHEET C2 OF 3
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117.0 GAR. ENE � CA
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1 ? I GAR ENT aR EMT j of- Ca z ' w
= 117.0 PVC S SRV ssA tEo6 11 — W
RM&-- lT 54 E 111.50 M
ecoc Co. �-oz�� L i �
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IE 113.70 IE 8' WT (N)= 704 64' z
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PROJECT NO.
VM G
DRAWN BY
3 -03 -98
ISSUE DATE 1+J
04 -30 -98
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SHEET REVISION
CIO
INO AND
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28LF 6, PVC S
S =03100 l
' O BLDR CO.
20 (W= 11650
114.00
`\ 32LF 67 F%C S SRV.
0 +78
LE =105.
18 j - SSMH ,, -1-
LOG. C O. STA 21+85
M= 116.50 A RIm= 113 77 a `-
f — 114.00 IE 8' IN (S)— ,117,5.
\ lE 8' OUT (N)=2-- . 1t
\ f{
96LF 8' PVC SS
1 i �✓ 6+72
2 1 LE-= 10-.02 \ ,
i I 1 BLDGL CO. r = 4 :. y .- - -- ''�_ V BLDG CO.
16LF 6' PVC S SRV. ` ! ✓ =
5= 0.7820 m I RIM= 11950 E 1i _ �- RIM =113.00
, 1 IE= 117.00 _ _ / �'1 = - -;' 300
1 ,r 1 -_ E
0+72 F • E 88
LE= 104.01
os s \ 17
c' =F VC _ �r 28LF 6' �VC S SRV
. �s� \
!° r 1i S--0.2596 r r
1 .&. / OF 6' PVC S SRV� i
F � 5- 0.1365 >
i z�L 6' P; sarr` S SR
_ S=ai440 R(M -C�1 D 14 0 r: ,
\ 19
02 T. IE= 1 A`0.50 \�1, /, _O s CV
CONNECT TO
LE—
(SEE ( �'
EXISTING 8' SEWER LINE � ''
(SEE Dd SHEET C2 OF 3
FOR DETAILS) _ — -- — — I — — '� _ _ -� �' GaR \ w
* GAR_ ENT. L �
117.0 GAR. ENE � CA
-
f
= 7.D = It/ U _ t16- c ,s,
1 ? I GAR ENT aR EMT j of- Ca z ' w
= 117.0 PVC S SRV ssA tEo6 11 — W
RM&-- lT 54 E 111.50 M
ecoc Co. �-oz�� L i �
RIA7= 177.00 I E 8- INJS`E� 104-74, LLI
IE 113.70 IE 8' WT (N)= 704 64' z
fI �e�
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Ism27,2-303 i
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1
PACIFIC E NOINEERINO LESION INC. o CIVIL ENOINEER
PLANNING CON
va
G
241,
ROLL 15X
1DPIRES MAY 6, 1999 1 1
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PROJECT NO.
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DRAWN BY
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ISSUE DATE 1+J
04 -30 -98
I
SHEET REVISION
CIO
INO AND
3ULTANTS
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