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U , CO #3 STA ,'-^;ter - -2-
I SIDE SEWER INVERT �� I NEW CO PER STANDARD DETAIL
L AT THE PROPERTY LINE BW18D, SP PAGE 8076.1
I �--- - - - - - - - - - - _ - _ _ lE = 297.78 I _ RIM = 302.75
�m� -n-r-
TL. 7230 � - - - - - -
i 1E 8" = 296.80
I I
55 LF OF
i I I ❑I I I 8. PVC
- - T.L. 1234- I TL 1240 L , T.L. 1241 I T.L. 1235 LOT 21
_ T.L. 1239,
T. L. 1237 M ,ra
T -L 1223 " NEW MH ADDED
STA 10.149.8, 66.5 RT
RIM = 303.22
M I lE 8" E = 296.87
r 6 I lE 8" W - 296.77
.n `i.rr g V ;E 6. OxC(SW JO¢ C6, - CPEMW!=299C ( xw) 296.2
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65 LF of
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PV c a c9 - 7.
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1 ASPHALT ROAD AY ; / I 4 �.
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,2� (E) 298 BM Wj -%4.'1
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5 Wki." I _ E.L /'F100[ -s11) 19ASflE'„T E axE)_29
'A Al flLCOMNIT Ng / t6!] •c4xc(sE)= ]
IL FACE /wMxo eis,iHr , I E •se+r aw. o,mr aAm;e„ 69 IJ ; �
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w /,o aASar I xsE /,em EIEV.�
POLE
T.L. 1242
' T.L. 1233
Q I I TL 1232 T.L. 1243, LL 1236 HsE.,n�
T.L. 1231
- I TL 1238
I'
Lil LOT 22
BLAINE AVE N.E I
r---, -- - - - -- -- -- -- __
NOTE: NEW 6" SIDE SEWER SIDE SEWER INVERT
SIDE SEWERS SHALL HAVE A MIN /MUM ITYPICAL) AT THE PROPERTY LINE
SLOPE OF 29 FROM THE SEWER MAIN /E = 297.41
TO THE ADJACENT PROPERTY LINES 15137.7, 5.5' LT
SIDE SEWER STUBS SHALL BE A 15 +37.7, 5.5' LT' MH 9 STS °5+377, it
MINIMUM OF 6 FEET DEEP T THE MH #10 STA NEW 48" MH 10+79.2, 5.2' LT Ex MH STA 10+28, 538' RT
PROPERTY LINE UNLESS NOTED OTHERWISE '
NEW 48" MH RIM = 367-54 307.35 MH JB STA 4-9 _' LT
RIM = 3ii-Bt 311.66 / - NEW 54" MH TYPE'B RIM = 302.49
......... ................ ----------------- ---------------------------------------
AS - BUIL T
AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY
HENRY W. COATES OF COATES SURVEYING SERVICE
wv►� � i7��ydT
a
-- - --
>
lE 8" S = 35_;�
90 303.0.' -
E 8 S=
1E '8" N = z95z3fi
T 297.40
297.50
RIM = :36-5-
t i iE 8 S= 296.20
2--± 30280 IF 8" E = 296.20
DACE
JDH
/E 8" S
= 2�- �- 1T296.60 IF 8;. w = 296.20
IE 8 N
= -23£ -65 -296.7 8 =
0 29 30
F'
17 +00
--- - - - - -- - -- --- - - - - -- --------- - - - - -- - - - --
r
= 16 +00 15 +00
- - - - - - - --- x -- - - - - --
'-o>
14 +00
m i w
p o
-
_
13 +00
Ie
=
`s
12 +Od
INSTALLED
11 +00 10 +00 DESIGNED
NO.
REVISION
BY
DATE
APPR
*R
�+
30:
-- -- - ----- - - - - --
- -- ------ ---- -- - ---- - - - -- - -- - -- -- - -- - - - - --
-- - - - - -- - - - - -- -
18ti0 & 1900 BLOCKS OF BL ME AVENUE NE
,
-
_
-
m
- 310
SCANNED MA1R 29 Jft& 5'- z ?S-jr-6 F
-
d
- - .. - -
x`v
o y
300:
:
- - - - - -- -- -- - - -- - -
-- - - -- -- -- - --- - --- - - - -- - --- - - -- - -- --------- - ---
- - - - -- 30�EF OF 5 -- PVC
- - - -
-
----
-- - --- -- _ � 3 -300
- - -- - - -- -- - - --
312.5 1.76
:
:
LF OF 8" PVC o ,9 5249- LF: OF
290:
--- -- - - --
- -
_
-
=
0.5.Z : 8" PVC a $330 :290
280:
- - _..... -
--
- - - - -- ..... ... ..................:............
= - HROFI.LE- SCALE -
. -- - - -- . -- -_ - - --
- - - - -- ---=-------- - - - - -- - _-- - - - - -- --- - - - - -2 80'
HORIZ.
1- 30'
_.......
-
VERT.
= 0'
1 1
:
------
- - - - -- = ---- - - - - -- - - - - -- .. :...
......... ................ ----------------- ---------------------------------------
AS - BUIL T
AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY
HENRY W. COATES OF COATES SURVEYING SERVICE
wv►� � i7��ydT
a
-- - --
>
CITY OF ° JAN 2092
EAST KENNYDALE SANITARY R
RENTON
DACE
JDH
46 JDH
DMC
F'
Planning /Building /Public Works Dept.
SEWER INFILL PHASE 1
6L
c
S -'4
NO.
REVISION
BY
DATE
APPR
*R
�+
�°°°Y
18ti0 & 1900 BLOCKS OF BL ME AVENUE NE
9
SCANNED MA1R 29 Jft& 5'- z ?S-jr-6 F