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3 I I \ - ---- --------- I $S TEE 1E= 1¢5.69 11
SS STUB
15 +44.54- 11.5L7 /
I rn j 3 jE= 166.10 ,
SS TEE 1E= 16518 _ \
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NOTES;
(n / EX SSMif, 1. MARK END LOCA77ON OF SS STUBS WITH
\ , RIM= IJO.Ob ' j [I WHITE PAINTED POST PER SIDE SEWER
IE =12350 i' I DETAILS SPIT 9 OF 9
2. MAINTAIN 10' HORIZONTAL SEPARATION
0 ti IX 7& 16 +63.18 - 71.521
\\ 6� 0 — \ Ij I tt BETWEEN SIDE SEWERS & WATER SERVICE
,i0' 5 ,DEEP SS TEE 1E =165. 9
J. LOT 7 MAY REQUIRE INOMDUAL PRIVATE
�1 ti �� \ , \ \ STUB
IE = 166.07 II I SEWAGE LIFT STA77ON DEPENDING ON BUi
1E � I j r I `� CONFIGURATION OF NEW NEW HOME PLAN
LIFT STATION SHALL BE DESIGNED IN
a , 0/ \ ` ` \ ' ACCORDANCE WITH THE CITY OF RENTON
3 STA 5+ '.14 t 1 ( t I SLOPE EA MENT REQUIRED STANDARDS AT THE LIME OF ISSUANCE C
W ry 1NTX PELL PL N CITY OF RENTON SIDE SEWER PERMIT.
C- 17 4�,02J3
.00 BEGIN
W i \ NgqESDEWA[R[,KKB' GUTTER \ \ Al n i i \ I �y � �t
e Q '� j \ INSxALL BARRACADE I �b
v \ AS I��QUIRED \ \ S>>?1p , I 2880 I rY°
\ o' ; v o
\ I \ RELCA
'7E U 4 28
------- _ _ -J - --PQLE BY OTHER y \ 6.. PRV yAULT, DgAlly
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--- -- 190 1
f \ ` '-,57A 17+54.81 -2 T `` �0�' / �82 4�' / ♦ h \ \,' Z00
EXIST SSMH 48° - \
AIM 64.60°E� X x l \ - _ �! - _ . 2 - ®� J-B0.x
I _ = CORE AB![J. \`
- '-RECHANNEL -TO -
I IE- -764,70 -8 °N`+
/ 9 9 _ ADJUST gX Rlkf '�TO 10 OOLN; 267$1 5T
o a I SCA L E 1 20 9 NEW STREET
E6=179.42t
I
Z
0
WwR -27- z820
ROLL 16'! 3 5-:4
( o EX SM 12 I 1 CB
1E= 188.50T8"
`jN7X1`11 +82.471
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EXPIRES 6/22/01 �