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SEE SHEET SS-6
CONTINUATION
\ SO 250 \ f J \ \
31 � \ � 15
� ` S 2 �' STA E 1 +78 0' LT10 �n
• \ \ \ .�\ --SSMH #39 \\, SO \ 2-8-� a \ 300 \ \
• \� �. , , -1-48 DIA MH \ \ Q a \
.• 3 \
REPLACE FENCEON
/
\ y \\ o� IN KIND INACTIVE SS CUT �`�x`' \ 3 a��
••\ \ �� \\'� AND CAPPED , , �� 20 \ f.3,_ I /\
\ \ BURIED DEBRIS AND \ U, STA E2+63 0 RT \ ,ma
P\° �� • . \ CONTAMINATED SOILS ` ` SSMH #23
PREVIOUSLY ENCOUNTERED SO ,�N 1-48" DIA MH
� IN THIS AREA, REMOVE s• _ , I \ \ _C�
\ \ o T AND DISPOSE IN s _ 1 13 , SO FOUND
ACCORDANCE WITH SPECS S BLOCK A
MAIN 4,
\ , ,
',\ \Q \ \ \ p� COORDINATE WITH CITY Sn 112 ` 8" SDR 35 SS
o N, �\ DURING CONSTRUCTION �P �d S \ / ' I SO 3 _ �B�W I 3
\ TO DETERMINE IF SIDE O \ \ f �� I 3 3 - I - g"\N I
SEWER IS ACTIVE PRIOR �36 d _ _ , a I I I
TO RECONNECTING
- 3 15 CONNECTED 52 S OF
� 5 �35 SSMH #23, 3-8" DEEP, SID I 19
o - SD -
-� _SD
N, p\\\ �d \ I\\`SO
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED PLAN
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL 0 10 20 40 60
DETAILS
SCALE: 1"=20'
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--------------
12 TYP
1
87 LF 8" SDR 35 SS @SLP=0.5%
248 LF 8" SDR
35 SS @SLP=0.4%
%
-2-5&
SSMH #39 10
SSMH #2310 21
STA E1+78, 0' LT
STA E2+65, 0' LT
RIM=32.55
RIM=31.15
IE(IN)6"(NW)=25.53
IE(IN)8"(SW)=24.97 2548
IE(OUT)8"(NE)=25.36
IE(IN)6"(S)=25.06-zi!5-26
IE(OUT)8"(N)=24.96
E1+00 E1+20 E1+40 E1+60 E1+80 E2+00 E2+20 E2+40 E2+60 E2+80 E3+00 E3+20 E3+40 E3+60 E3+80 E4+00 E4+20 E4+40 E4+60 E4+80 E5+00
1 10/26/2022 JJM RECORD DRAWING
NO. 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
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
RECORD
DRAWINGS
SEE NOTE ON murra sm�
COVER SHEET
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
M
35
30
25
1wil
15
mull
CONSTRUCTION NOTES:
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
O3 CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF EXIST UTILITY
@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, 406.2, AND/OR 407 AND CO
IF SHOWN
15 CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
19 COORDINATE WORK IN PARKING LOTS
WITH PROPERTY OWNERS. MAINTAIN
ACCESS AND MINIMIZE CONSTRUCTION
IMPACT TO THE GREATEST EXTENT
FEASIBLE. ANY DAMAGE BEYOND EXTENTS
SHOWN SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE
20 COORDINATE LIGHT REMOVAL AND
REPLACEMENT WITH PROPERTY OWNER
21 EXISTING SSMH IE=23.9. PLACE AND
COMPACT ADDITIONAL FOUNDATION
MATERIAL AS REQ'D TO SET NEW SSMH
AT IE SHOWN
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
230 RAINIER
E3+38
N:
AVE S
E:
250 RAINIER
E1+77
N:
AVE S
SSMH#39
E:
D1
112 S 3RD
E2+63
N:
ST
SSMH#23
E:
�4
UNKNOWN
E2+12
N:
E:
*SS NO. SPECIFIC TO THIS SHEET
PARKING LOT EASEMENT
SEWER PLAN & PROFILE
STA E1+00 TO STA E5+00
S-394917
SHEET
SS-12
61 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021