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1 10/26/2022 JJM RECORD DRAWING
NO. I DATE BY
SSMH #12,
SEE SHT SS-5
1-60" DIA MH
15 -d
F — M-- Al — S17
ss - -- -Ss 1-2) C
23 LF INSTALLED J0+00
8"DR 17 HDPE SS BEND TO v�
CONNECT NEW MH TO EXIST - - SS - - I�
PIPE, MIN R-40' I
KING COUNTY MANHOLE \ /
R01-20 TIE-IN, SEE DET SSMHRIM
139 - -
SHT SS-40 5^2-239 CONE— r
IE .4 N-S, METRO SEWER 0
TO MEASUE
PREVIOUSLY ABANDONED TCR T00 DTLPMH, 6.5x12x8.5'
SHORING MAY BE DUCT
O3 FO INSTALLED BY HDD,
ENCOUNTERED IN THE PROTECT IN PLACE T
VICINITY OF THE KING
COUNTY EASTSIDE CTL MH, 5'x10.5'x6'--,-" DUCT
INTERCEPTOR, REMOVE AND
DISPOSE AS NEEDED TO
COMPLETE THE WORK
i
NOTICE
Jim
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
�- •� ` I T I
-�•IIcr) II III
I I I SDMH 12317
7 1 I I I RIM 38.56
IE 34.0 E, 18" CONC
cn I = I IE 33.4 W, 18" CONC
J \I M I
II I\ / III IIII
WATER LINE
ALIGNMENT AS
FOUND IN r
FIELD
in"I ��
FOR CONTINUATION
SEE SHEET SS-5
PLAN
0 10 20 40 60
SCALE: 1"=20' a
W
W
0
M
U
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>
~
45
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V7
EXIST
GR @
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Lu
ROW
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Lu
40
35
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H110
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W
uj
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30 12 ITYP
0
44 LF 12" PVC SS
@ SLP=0.3%
25
A
SMH #32TA J 0 + 17 , 2' LT
RIM=38.41
IE(IN)12"(S)=28.04 27..94
20 IE(IN)8"(N)=31.94 -41- +9
IE(OUT)12"(W)=27.93 z1-7 1. .-8_
15
w
IE 33.2 E, 18 UUNU
IE 32.8 S, 12" CONC
IE 32.5 W, 18" CONC
IE 35.7 E, 6" CONC
IE 35.1 W, 12" CONC
SDMH 12087
RIM 38.52
IE N/A, E, CAN'T SEE PIPE
IE N/A, N, CAN'T SEE PIPE
CONC. MON. IN CASE
REESTABLISHED PER DNR -W
PERMIT 7373-18"T x 6"W
SS —
-L D — -- — SD — — ——
c
BU RN ETT AVE S
�S
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
MIR
us]
35
SSMH #12 11 25
STA A23+19, 7' LT=
STA J 0 + 61, 7' LT ' LT
RIM=38.67
IE(IN)8"(W)=28.25 28.4+ 20
IE(IN)12"(E)=31.90 Bi!--99
IE(IN)8"(S)=31.90 3i!.89
IE(OUT)12"(N)=28.15 28.3+
JO+00 JO+20 JO+40 JO+60 JO+80 J1+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
RECORD
DRAWINGS
SEE NOTEMUrraySMirth
SHEE COVERRSHEET
i
15
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
rnl\IgTR I IrTTnl\l I\InTFq
O1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
O3 CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF EXIST UTILITY
O8 REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
11 NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.2, 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
BURNETT AVE S
SEWER PLAN & PROFILE
STA 30+00 TO STA 31+00
S-394925
SHEET
SS-22
69 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021