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SSMH 5330 RIM 32.21 m CB 62819
RIM 32.22 E 29.6 S, 6" CONC SSMH 62818
SDMH 6821148 SSMH 62147 400 IE 20.5 E,W ® CL 29.2 E, 12" CPP �� RIM 32.55 RIM .1 S, 400
RIM 31. RIM 32.38 IE 26.4 E, W @ CL IE 31.1 S, 6" CONC
IE 27.5 SE,NW ®CL, IE 20.5 N
IE 20.8E p, _34-34-
IE 20.8 S I - W - - 0 -. -
=� W CB 62448
15 o RIM 32.12 ® �00�
cn I _33�.3N,6"CONC ----- ---- EXISTING SSMH - - - - - 33_--Tf---- T - - - - -T - �- - __-_. -.-�- -T w
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1" MH FRAME : COVER
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CRITICAL FIBER OPTIC, • =�'.i !� * _ • C ■ ■ 11IR ;F=7x--
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28.8 N, 6 CO 1-30 MH FRAME & COVER -
IE 28.4 NE, 4' CONC c
FOR CONTINUATION FOR CONTINUATION
SEE SHEET SS-15 PLAN SEE SHEET SS-19
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
0 10 20 40 60
SCALE: 1"=20'
CB 63513
RIM 32.22
IE 29.9 W, 6" CONC
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
SEE SS-15
E:
2ND ST
SEE SS-15
E:
2ND ST
2ND ST
SEE SS-15
E:
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= SSMH #6 10
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uSTA A9+75, 28' RT A9+�CR
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Q RIM=32.50 32.89
Q
IE(IN)8"(S)=21.65 zzA-.8,,
SSMH #7 10
IE(OUT)8"(E)=21.29 28.54
STA Al2+87, 28' RT
RIM=33.07 33.-3.
IE(IN)8"(W)=19.50 +9-2t
(BEHIND) EXISTING MA HOLE
IE(IN)8"(E)=19.45 +9.2+
STA A9+72, 12' LT
IE(OUT)8'(S)=19.45 +9-+I-
RIM = 3 2.313z'--�G
IE(IN)8"(W)=21.88 z` +.42
IE(OUT)15"(E)=21.23 26-.-88
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 Al2+00 Al2+20 Al2+40 Al2+60 Al2+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
NOTICE
Jim
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
RECORD
DRAWINGS
SEE NOTE ON murra sm�
COVER SHEET
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
m
35
30
25
20
15
10
5
CONSTRUCTION NOTES:
O1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
O SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
10 NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
12 NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
15 CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
SEE SS-15
E
2ND ST
:
SEE SS-15
E
2ND ST
:
400 S
N'
2ND ST
NIC
E:
*SS NO. SPECIFIC TO THIS SHEET
S2ND ST
SEWER PLAN & PROFILE
STA A9+60 TO STA A14+00
S-394908 I
SHEET
SS-3
52 of 121
no
REVISION
PROJECT NO.: 18-2251' SCALE
AS SHOWN I DATE: JANUARY 2021