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RIM=32.48 - . 48" SDMH #20 �48"
IE(IN)12"(N)=26.49 STA G5+19, 9' LT
SDMH #21
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IE(IN)12"(E)=26.93 i!F-+8 RIM =32.42 +�j+"�T
RIM=32.62
IE(IN)12"(W)=29.28 39-2 IE(IN)12"(N)=24.80
SEE SHT SD-9
IE(OUT)12"(S)=26.46IE(IN)12"(E)=27.03
2F.+4IE(IN)12"(W)=29.77
29.99 IE(OUT)12"(S)=24.79
20LF12"PP SD@
SLP=2.38%
G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE SEO RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL CB PER COR STD PLAN 201.00
16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
1s EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
19 SEE PROFILE 1 ON SHT SD-44
20 SEE PROFILE 2 ON SHT SD-44
40 RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
35 CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
30
25
20
15
10
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
WHITWORTH AVE S
STORM PLAN & PROFILE
STA G3+20 TO STA G6+00
R-394934
SHEET
SD-20
34 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021