HomeMy WebLinkAboutS-394907N
CL
U
a)
U)
J
Ln
N
z
O
U)
w
w
w
w
r-,
J
W
Q
O
M
M
N
O
N
O
N
un
U)
O
70
U)
U)
N
N
Ln
a�
a�
v7
0
Q
U
N
a�
ra
a
a
c
0
c
ry
N
N
i
00
11
U
a)
0
L
�I
w
CONSTRUCT SIDE SEWER THROUGH
ABANDONED VAULT, POTHOLE TO
LOCATE NORTH/SOUTH LIMITS OF
VAULT PRIOR TO CONSTRUCTION,
PROVIDE SHORING IN VAULT AS
NEEDED TO PREVENT VOIDS OR
SETTLEMENT OF ROADWAY,
COORDINATE SCHEDULE FOR THIS
WORK WITH CITY
1' DEEP TO TOP OF VAULT CORE
DRILLED FOR PIPE AT 6'-6" DEEP
M
M
35
30
25
20
15
10
O
00
� Q
un Q
w
w LU
unz
w J
V) =
U
Q
----------
TAP CONDUIT INTO
EXIST SPU RECTIFIER
STRUCTURE
SS _ I
AT&T CRITICAL
SIDE SEWER TABLE
SIDE
APPROX
COORDINATES
SEWER NO.*
ADDRESS
STATION AT
OF CO OR CPLG
MAIN
200 S
N: 178672.65
A5+74
2ND ST
E:1298816.39
SEE SS-14
E:
2 D ST
*SS NO. SPECIFIC TO THIS SHEET
RIM 30.83
SSMH 2146�
vvr- - - -- xuhj--- - - - - Jhl - - I
IU�P_X-
PLAN
0 10 20 40 60
SCALE: 1"=20'
PROTECT NEW WATER
LINE AS NECESSARY
DURING CONSTRUCTION
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
M
N
2
u
a a
d
U) l0
N
2
H
(D
,Ni
w
X
,--I N
W
XU)
EXIST GR
@
P
X
w
W
ROW CL
w
w w
00
O
— — — —
— — — — —
— — — —
— — — —
— — — — —
ON
-----
U
�— U)
LU
w
� F-
w
(n =
O
12
P
T u')
U
I
Q
3966 LF 8"
�
C900 SS @ SLP=0.4%
SSMH #4 10
3
Q
STA A5+73, 17' RT '
RIM=30.86
IE(IN)8"(W)=23.43 23-48
IE(OUT)8"(E)=23.27-zR3-86
IE(IN)8"(N)=23.48 29-18
A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60
1\ 110/26/20221 JJM IRECORDDRAWING
NO. DATE BY
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE Jim RECORD
0 Yz 1 DESIGNED DRAWINGS
BAW
IF THIS BAR DOES DRAWN SEE NOTE ON
NOT MEASURE 1" TTT murmt
ra
THEN DRAWING IS CHECKED COVER SHEET YSMih NOT TO SCALE
EA
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
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
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
12 NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
13 SIDE SEWER PER CITY STD DETAIL 406.1,
406.2, AND/OR 407 AND CO IF SHOWN
e
35
25
c
15
10
S2NDST
SEWER PLAN & PROFILE
STA A4+80 TO STA A9+60
S-394907
SHEET
SS-2
51 of 121
..
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021