HomeMy WebLinkAboutS-3949267
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f TL— — — — — W-- — — — -41 W -+ — — 4 —
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FF=44.48
R" IRON
SIDE SEWER TABLE
APPROX
SIDE
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
1000 BRONSON
N:
KO+99
WAY
E:
�2
1010 S 2ND ST
K1+31
N:
E:
�3
211 MILL AVE S
K2+49
N'
E:
55
50
45
.N
35
30
25
I
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
1017 & 1023
HI
BRONSON WAY
K2+86
N:
& 123 MILL
E:
AVE S
*SS NO. SPECIFIC TO THIS SHEET
PLAN
0 10 20 40 60
SCALE: 1"=20'
CONSTRUCTION NOTES:
ii
gpS.TA K3+95 5'LT
1CONSTRUCTION
CL EQUALS R/W CL, SEE
H #34
SURVEY CONTROL PLAN, SHT G-5
1-48" DIA MH
\8
REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
10
NEW SSMH AS SHOWN PER CITY STD
��
DETAIL 400.1, 401, AND 106
�1
\
12
NEW SANITARY SEWER PIPE PER CITY STD
SSMH 85682
RIM 46.04
DETAIL 405
6 IE 38.2 NE,E,S-W @ CL
6
—
15
CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
CONC. MON. IN CASE \
— — UGF
REESTABLISHED PER DNR
17
DO NOT REINSTATE INACTIVE SERVICE
PERMIT 7373-18 T x 6 W
LATERAL
6 =�---G—15
--
REINSTATE ALL ACTIVE SERVICE LATERAL
12" C900 SS
_
_ _ SS
CONNECTIONS
K4+00 K4+20
—SD — — — — — SD — — — — — SD
STA K3+21, 5' LT
SSMH #33
1-48" DIA MH 10
i u i
FOR CONTINUATION
SEE SHEET SS-25
RIM 45.37
IE 41.7 S, 8" CONC
IE 40.0 SE, 8" CONC
IE 38.9 W, 12" CONC
IE 38.8 E, 12" CONC
CB 85662
RIM 44.97
IE 42.9 NW, 8" CONC
IE 42.9 N, 8" CONC
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
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0
12TYP
EXIS
T 12' CLAY-
—
----
--
--__—_
--u
74LF12"C900SS@SLP=0.80/0
-
—--
--
_—
----
—
297
LF OF 12"
CURED -IN -PLACE
PIPE
—
— —
SSMH #34
Cl'�)STA
EXIST SSMH 1893
STA KO+18, 6' LT
SSHM #33
K3+95, 5' LT
RIM=44.65
10 �
STA 5 LT
LT RIM=45.20
IE(IN)12"(E)=36.62 3 t
46.14,
RIMN)12"(
IE(IN)6"(E)=39.36 B9.81
��
IE(IN)8 (S)=36.14 3 E
IE(IN)12"(E)=38.48-38-18r
IE(OUT)12"(W)=39.10 38-68
IE(OUT)12"(W)=36.62 R� RA
IE(IN)12"(S)=38.38 38--88
IE(IN)8"(N)=38.84 98.5-i
IE(OUT)12"(W)=38.35 38-88r
KO+00
KO+20 KO+40 KO+60 KO+80
K1+00 K1+20 K1+40 K1+60 K1+80 K2+00 K2+20 K2+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE Jim RECORD
0 /2 1 DESIGNED DRAWINGS
BAW
DRAWN murrat!,vsmilh
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
K2+60 K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00 K4+20
EA
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
55
50
45
m
35
30
25
S2NDST
SEWER PLAN & PROFILE
STA KO+00 TO STA K4+20
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
S-394926
SHEET
SS-24
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