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SDMH 67580
RIM 36.83
IE E, 6' CONC
IE 30.8 N, 24" CMP
IE 30.6 S, 24" CMP
IE 32.8 W, 12" CPP
CB 67576
RIM 36.43
IE 33.5 E, 12 UFF
WOOD DECK
UNKNOWN CONNECTION
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COORDINATE CP STRUCTURE LOCATION WITH
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ENGINEER AS NEAR AS PRACTICAL TO THE
EDGE OF RESTORATION EXTENTS
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SDMH 67608
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RIM 36.81 IRT
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IE 32.2 S, 18" CMP
IE 31.4 E, 24" CMP SPIKE 102
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SSMH 67820
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SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
526 S 2ND
N'
NIC
ST
E:
205 LOGAN
NIC
N'
AVE S
E:
B 67579RIM 36.48 I N,
I IM34 9 W, 6" CONC I cn
U) SSM 11722 t
W► SMH 67611 SSMH #32, U) � RIM 38.40
SEE SHT SS-22 I IE 2.1 S,E-W @ CL 12" CONC _
IM 37.06 150
E27.9E,W@CLI Aft
IE 30.4 S I I
I ' KING COUNTY INTERCEPTOR cTL . ' 12'x8.5' � I
IE 30.3 Ni TIE-IN, SEE DE T SHT SS-40 C 51x6' \ J) CB 11711
IE 29.2 SW CB 67741 UCT I RIM 37.88
RIM 37.70 ` IE 36.5 W, 6" CONC
SSMH 67610
IE 33.9 NE, 6" CONC DUCT 13 9 IE 36.5 E, 6" CONC
tE 29•.9 E,' W @ CL ` SSMH 11881 ` \ DU T
UCT �
IE '30.2'N T \ I \ 1 SSMH 12322
• ' RIM 38.02 v�
tE 30.2 S' IE 29.7 SE-W @ CL 18" CONC � T _ N c) I RIM 31.73
. IE 30.0 E, 8" ABANDONED - - x ll IE 32.0 S,E-N @ CL 12' CONC
- - - - �DUC� �'�I ln I T DUCT
-_ =-T T -T _ T---- T-=-T=-=UG T= G _ T----T `oo �- -- UG _ --
DUCT I DUCT x-
- - cU) AT&T HH 463
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-T----- T----- T----- T--i�DUCTT -- --T-- DUCT ---- , DbT DUCTN. _
T- --- I T TI I i
- SS - - - - - SS - - - - - SS S 2ND ST - - -- S-----SS -_, -- T- -T-- ��------ LT___ I 1I c�STAA23+25 2'LT_ DUCT
- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CTL MH, � 5'x12'x8.5' 15 T r -
G- - - - - G- - - - - G- - - - - G- - - - - G- - - i.� .- G- - - - G- -.- -•-•� - - - - G- - - I �G8 _ _ 11 CPJB #8 �.
s° .
8" C900 SS � _ _ G I COORDINATE CP STRUCTURE LOCATION
nrAug CE R 2"PVC CONDUIT 4 WITH ENGINEER AS NEAR AS PRACTICAL TO
A21+00 APPROXIMATES` $ A22+00 W A23+00� - A23+40 THE EDGE OF RESTORATION EXTENTS
��----- - - - - - - - - - - - - - - - - - - - - �------------------- - - - - - - L- __ ________
--'-_ _
1 CRPL #3 66' STL
� # STL CRPL #3 66" STL � � � - -
--------- _ ------------ ---
SD-----SD SD - - - - - SD - - - - Sp ------ -------------- -- --SD -SD
�-12"W DID----12" DI-�---12"W I---12"W ---- Sa��---SD - - -- 1
a -12" DI - -- 1-2W DI - -- SD12"W 1- - 12"W �-- ----_
PIKG -
P _ - '-- - _ _ U = UGP = = � - GP- - II -- - P - - = �G - I T I ��` - UGP- - - - _U
P
P , 82 UO I
3$ SDMH 12317
�� r LLJ RIM
W-NW: 12" CONC E W; 18 C C NW
O_ E 34.4 E, 18" CONC
655 ~*► � � SDMH 12319 1 Q - � � �p / IE 33.4 W, 18" CONC
RIM 38.34 U 1 _ - UGP ( STA A23+19 7' LT 11 TION OF ALL SPU
IE 32.1 E, 18" CI(�NC 1 f SSM H # 12 IVER PIPES APPR(
PROTECT 12" SPU WATER IN PLACE, r IE N/A, W, IN ES IBLE I I "I
DO NOT ALLOW EXIST PEA GRAVEL 24" IRON PIPE NE- II LLI I I M I I 1-72" DIA MH
CB 67818 BACKFILL TO UNRAVEL BACKFILL PIPE ` RUNNING THROUGH TCR z o I
RIM 36.39 ' I I O
IE 33.4 S, 18" CPP BEDDING PER SPU STD PLAN 350 CB 12088
IE 33.8 N, 6" PVC I CB 119I I RIM 38.11
50 1 cn IE 35.7 E, 6" CONC
RIM 38.37 1� I III � t I I IE 35.1 W, 12" CONC
IF 35.6 NE. 12" CON I --,I
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
655 S 2ND
NIC
N'
AVE
E:
150 LOGAN
NIC
N'
AVE S
E:
*SS NO. SPECIFIC TO THIS SHEET
CONC MON IN CASE
PLAN REESTABLISHED PER
DNR PERMIT 7373-18" T x 6" W
0 10 20 40 60 RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
SCALE: 1"-20' ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
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SSMH
#12
11 STA
7' LTr5' LT
A23+19,
SSMH #11 10
RIM=38.67
IE(IN)8"(W)=28.25 28--4t
STA A19+95, 5' LT
IE(IN)12 z�(E)=31.903--88
RIM-37.14 ��
IE(IN)8 (S)=31.90 33-��
IE(IN)8"(S)=30.09-3�8.28
IE(OUT)12'(N)=28.15zz8-.-9+
IE(OUT)8"(E)=29.80
A19+20 A19+40 A19+60 A19+80 A20+00 A20+20 A20+40 A20+60 A20+80 A21+00 A21+20 A21+40 A21+60 A21+80 A22+00 A22+20 A22+40 A22+60 A22+80 A23+00 A23+20 A23+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE 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 murraysmi
COVER SHEET
i
RENTON DOWNTOWN
� UTILITY
� IMPROVEMENTS
PROJECT
50
45
.m
35
30
25
20
15
r n ICI qT P I I rTT C) ICI ICI C)T F q
O1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
O4 SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
O8 REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
10 NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 4011 AND 106
11 NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 4011 402.21 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
S2ND ST
SEWER PLAN & PROFILE
STA A19+20 TO STA A23+40
S-394910
SHEET
SS-5
54 of 121
no
REVISION
PROJECT NO.:
18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021