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110
SSMH LOCA
BEHIND FENCE
STA NO+08 0' RT
SSMH #6645
RIM 37.67
_IE 30.8 N, S @ CL 8" CONC
-371— F
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126
17
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
110 RAINIER
NO+50
N'
AVE S
E:
a
124 RAINIER
N1+00
N'
AVE S
E:
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N 11+00
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140 ®- www
STA N4+01 0'
as - - �Q 35 ��` \ I 10 SSMH #3
\C) SEE SS-1 33
— -36 I I � 11 STA N3+57 0' LT
iJ 3' 17 I I SSMH #37
I I
2 T \I 100 1-60" DIA MH
-37 3: �\ �
1 COL COL COL
N2+00 1 398 LF 8" CIPP SS 7- - N3+00— — - - —
I -- -din - ----
doll -- -don-
-38 _ w� �� - - -\� - - SSMH 5210 x 1
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128 134 144 �s 19
SIDE SEWER TABLE
APPROX
SIDE
COORDINATES
ADDRESS
STATION
SEWER NO.*
OF CO OR CPLG
AT MAIN
128 RAINIER
N'
E�l
N1+45
AVE S
E:
134 RAINIER
N'
HI
N1+72
AVE S
E:
PLAN
0 10 20 40 60
SCALE: 1"=20'
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51
FOR CONTINUATION
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CONSTRUCTION NOTES:
O2 PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
j I I I I I UTILITY TO BE ABANDONED, CONTRACTOR
I I I I I SHALL TAKE APPROPRIATE MEASURES TO
I MAINTAIN THE FUNCTIONALITY OF THE
I I —I -I_ _ EXISTING UTILITY UNTIL SUCH TIME AS IT
I I I I CAN BE ABANDONED
I ,I I I I I 10 NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 4011 AND 106
I I I
I 11 NEW DROP SSMH AS SHOWN PER CITY STD
I I I I I DETAIL 400.1, 401, 402.1, 402.2, AND 106
J, I I I I I 12 NEW SANITARY SEWER PIPE PER CITY STD
I I I I I I O DETAIL 405
I I I I I 15 CONNECT EXIST PIPE TO NEW PIPE W/
I I I CPLG, SEE DETAIL 2, SHT SS-42
I I I I I I I
I I I I I I 17 DO NOT REINSTATE INACTIVE SERVICE
I I I I I LATERAL
II I
VI I J I 18 REINSTATE ALL ACTIVE LATERAL
CD
-I I I VI CONNECTIONS
I 0 { I in I
I • .I ���y iLnl
t I N4I
I I \I I ICI
I I I I ICI
I I I�j I I
� IJ II I I
la I I I
� ICI I I
I I I I I I
I III I I
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
----
EXIST GR @
ROW CL
U'
o1
-------
----
----------
----
----------
----
-_ -
1---------
-
w
w
w
a
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---
----
--
--
EXIST8"CLAY
SSMH 6645
STA NO+08, 0' RT
INSTALL
3 98 LF 8" CURED -IN -PLACE
PIPE
— —
— —
12
YP
—
RIM=37.67
IE(OUT)8"(S)=30.80
46 LF 8" SDR 35 SS
@ SLP=0.1%
i.8%
SMH #37
11 TA N3+55, 1' LT 10 SSMH #3
RIM=33.66� STA A2+36, 16' RT=
IE(IN)8"(N)=25.10 i6.92• STA N4+01, 0' LT
IE(OUT)8"(S)=25.05 26-+& RIM=33.78
IE(IN)8"(W)=25.09 24.5F
IE(IN)8"(N)=25.00 �F
IE(OUT)8"(E)=24.83 24-4�
NO+00 NO+20 NO+40 NO+60 NO+80 N1+00 N1+20 N1+40 N1+60 N1+80 N2+00 N2+20 N2+40 N2+60 N2+80 N3+00 N3+20 N3+40 N3+60 N3+80 N4+00 N4+20
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
Jim
0 /2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
RECORD
DRAWINGS
SEE NOTE MUrraj mt
Ml
COVER SHEEE T
EA
2RENTON DOWNTOWN
o UTILITY
'� IMPROVEMENTS
PROJECT
35
30
25
20
15
10
SIDE SEWER
PLAN & PROFILE
STA NO+00 TO STA N4+00
S-394929
SHEET
SS-27
73 of 121
so
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021