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62147
8S
7 NW
SEE SHEET SS-3
FOR CONTINUATION
SDMfi 68463 '
STORM RI 31.70 '
I 0 I Z IE 27.2 NW -SE, ® CL 12 CONC CHANNEL
i I O STA F1+60, 1 LT LATERAL, AT&T CRITICAL FIBER
I I � \l/ . v SSMH #27 REROUTED TO AT&T CRITICAL FIBER OPTIC PROTECT -IN -PLACE
C) I V , f 1-48" DIA MH / SDMH #2 OPTIC PROTECT -IN -PLACE PER 1-07.17
ul)z I h I a i / �/ cn
! a N = IE: 25.22 / / = / ,'PER 1-07.17 v)
I. N CB 626 1
�a I / / / SSMH 68464
RIM
N CONC 2, w/ 220 EU31.6LV 9211PVC
300
Ln
� I � / RIM 31.87 CB 68620 O I I O
'� n N / IE 21.4 NW RIM 30.98 I
n I v I. / / �/ IE 21.4 N IE 29.6 W, 6" CONC IE: 25.20 cn AC
O I I v s 6, cn AC 14"
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1 - � I� / , I I 53- - 75 54 55 Ln
N - `�50 / 52 I 1 SHATTUCK AVE S 12"DI w - - - 5 13 '�
I 49 37 0 -8'°cl ----8"wcl-----8"wcl -8"wcl 3 13 cl�=- „ CI - - - - -( NCI ---8"wcl -
I F1+00 ll _ c 51 F2+003? / � °- I F3+00 _ F4+00 _ a 21 F5+00 \ I - 8 w CI - Ln
cn ` / / = 4ti >I �- - -,�_ / X J I "SDR 3 SS W w
SSMH#6, I I 2 ��/ / / 8"SDR35SS - ---- --- -----=3�= �- --8---- -S --- z_cn
c SEE SHT SS-13 I , / // // // 14 4 13 II 6 13 J w
IW @ CL,. I I - a I I - aS SD - - - - - s /- SD - - - - D - - - SD - - - - SD - 18" PP SD SD - - - - - - - - - - - - - - 18 PP - - - - - - - - - - - - - 18' PP SD- - - -- = U)
I I I 42
®Ii LJ/ /- / - - - T - - - ITY-ROTA/ - X- UGP- - T�- - - x x _ - - _ = T = _ __
- - -- ----- ----- - -x - �_ x -- - - -T T - -- -- - T-- a
I I I I M 22 I 1Ic 257 _ / �� 2 13 32. co AC t AC
CONC I If II o IE: 24. 2
E: t I 23.43 -REPLAC / IE: 23.04
I II II I • LB 68720 / SDMH 68468
I I • T I I / / +� RIM 30.90 TO GUTTER RIM 31.85
IE 28.1 NE, 6' CONC I / IE 22.6 N, 12" CONC
IE 22.6 IE 28.2 E, 6" CONC I /
I II I I• n / ' I / O SMH 68465 / I / IE 23.2 W, 88" " C
CONC
IM 31.73 '
E 21.S
,J E 216 SE I I STA F4+43 8 RT 10
.211 212
I O � SSMH #28 O
I I E 22.7 NW / I 1 48 DIA M H - - - - -
RIM 314666
IE 22.9 N, 1 CONC I /
IE 22.9 S, 1 " CONC
I I III _ • i _� a� / / '/ / \ ELEV 24.0 -W, TOP OF 12" ID CONC SS PIPE I /
FOR CONTINUATION FOR CONTINUATION
OIL -
SEE SHEET SS-2 SEE SHEET SS-14
RECORD DRAWINGS SHOW CONTRACTOR PLAN
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN 0 10 20 40 60
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO SCALE: 1"=20'
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
40
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34 LF 8" SDR 35 SS
@ SLP=1.00/o 8--4%
20 10 SSMH #6 SSMH #27 10
EXISTING MANH LE STA A9+75, 28' RTC LT STA F1+62, 3' LT ' LT
KEPT IN PLACE RIM=32.5032-83 RIM=31.92
5 IE(IN)8"(S)=21.65 28-8r1 IE(OUT)8"(N)=21.99 z 6$
15 STA FO+88, 1' LT IE(OUT)8"(E)=21.29-28.5 IE(IN)6"(E)=21.94 M-1.187
3 2.86 RIM=32.31
�2 IE(IN)8"(W)=21.88
26-88~ IE(OUT)15"(E)=21.23
10
FO+80 F1+00 F1+20
/i\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE BY I REVISION
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a
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06
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w
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SSMH #0066
STA F2+33, 8' RT
RIM=31.71
IE(IN)12"(W)=22.72
IE(OUT)8"(S)=22.05 zz+-GE
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
305, 309, 315,
�1
319 & 321 S
F1+60
N:178526.70
SSMH #27
E:1299237.56
2ND ST
211 SHATTUCK
N: 178440.86
AVE S
F2+58
E:1299182.65
EXIST GR @
ROW CL
12 P
210 LF 8" SDR 35 SS @ SLP=0.7%
F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE Jim RECORD
0 V2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
F3+60 F3+80
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SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
220 SHATTUCK
N'
F3+65
AVE S
E:
211 SHATTUCK
F4+23
N'
AVE S
E:
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LO
a Ln LO
a w w
- - - - - - - - - - - - - - ---- 0
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213 LF 8" SDR 35 SS @ SLP=0.6% a
SSMH #28 10�
STA F4+43, ' RT ' RT
RIM=31.96
IE(IN)8"(N)=20.59 28..�z6
IE(OUT)8"(S)=20.57
F4+00 F4+20 F4+40 F4+60 F4+80 F5+00
RENTON DOWNTOWN
� UTILITY
� IMPROVEMENTS
PROJECT
F5+20
PROJECT NO.:
F5+40 F5+60
r'4t`%KICT171 1t'4TTf-%KI KIr%TCC .
O1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
O2 PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
10 NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
12 NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
13 INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.21 AND/OR 407 AND CO
IF SHOWN
14 GROUT NEW PIPE INTO EXIST SSMH W/
SANDED ADAPTER AND RE -CHANNEL SSMH,
SEE DETAIL 1, SHT SS-42
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION
OF CO OR CPLG
AT MAIN
�5
300 S 3RD ST
F5+05
N:178200.09
E:1299216.61
�6
212 S 3RD ST
F5+34
N:178164.48
E:1299177.23
*SS NO. SPECIFIC TO THIS SHEET
11
35
30
25
20
15
10
SHATTUCK AVE S
SEWER PLAN & PROFILE
STA FO+00 TO STA F5+60
18-2251 1 SCALE: AS SHOWN I DATE:
JANUARY 2021
S-394920
SHEET
SS-15
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