HomeMy WebLinkAboutR-394933CONSTRUCTION NOTES:
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RIM 32.29
IE 31.1 S, 6
SSMH 628
RIM 32.55
IE 26.4 E,
CB #6, SEE SHT SD-3
SDMH #5, SEE SHT SD -
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
SEE SHEET SD-3
FOR CONTINUATION
FOR CONTINUATION
SEE SHEET SD-3
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30
25
20
15
10
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0 10 20 40 60
SCALE: 1"=20'
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IE(IN)12"(E)=30.24 28..95
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GO+00 GO+20 GO+40 GO+60 GO+80 G1+00 G1+20 G1+40 G1+60 G1+80
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
NOTICE SEO RECORD
0 Yz 1 DESIGNED DRAWINGS
BAW
DRAWN murra SMi
mt
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
EA
O 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
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION TO VERIFY IF
THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM
DRAIN IS ACTIVE, RECONNECT EXIST PIPE TO NEW
STRUCTURE
19 SEE PROFILE 8 ON SHT SD-43
13 CONNECT PIPE TO EXISTING DRAINAGE STRUCTURE
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 GO+00 TO STA G3+20
R-394933
SHEET
SD-19
33 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021