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STA L5+67, 17.4' RT
1-CB #70
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
PLAN.
0 10 20 40 60
SCALE: 1"=20'
oC
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3:
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ROW CL
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106 LF 12" PP SD @SLP-0.36% 91 LF 12" PP SD @
SLP=0.60%
CB #7311
u, J
L =
STA L6+58, 15' LT
u
RIM=45.83
I—
IE(IN)8"(W)=42.59
Q
CB #71
STA L5+67, 15' LT
IE(OUT)12"(N)=42.59
RIM=45.14
IE(IN)12"(S)=42.04�
IE(IN)8"(W)=41.87 42.818
IE(OUT)12"(N)=41.88 8
L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
SEO
0 Yz 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
RECORD
DRAWINGS
SEE NOTE ON murraVSMi
mt
COVER SHEET
EA
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
55
owl
45
35
EM
25
�11
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
11 INSTALL CB PER COR STD PLAN 200.00
1s CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
17 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO VERIFY IF THE EXIST
STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN
LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW
STRUCTURE
19 SEE PROFILE 8 ON SHT SD-44
20 SEE PROFILE 1 ON SHT SD-45
MILL AVE S
STORM PLAN & PROFILE
STA L4+80 TO STA L9+00
R-394938 I
SHEET
SD-26
38 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021