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RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN 45
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
40
1\ 110/26/20221 JJM IRECORDDRAWING
NO.1 DATE I BY
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IE 29.2 W, 12" CONC
IE 29.2 E, 12" CONC
IE 30.3 N, 6" METAL(THROUGH)
IE 30.3 S, 6" METAL(THROUHG)
' 4 + T STA A15+88, 23.2' LT
qTA D1d4-47 7? U' IT /77\--. __ .. . -
-L Li 'r a IE 30.2 E, b UUNU
PLAN IE 30.1 N, 6" CONC
0 10 20 40 60
SCALE: 1"=20'
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IE 28.7 E,W @ CL
IE 29.1 N
IP ?Q ? CF
6' BRICK ON CONC FOUNDATION,
SSMH 66949
RIM 34.36
IE 2` A E,W @ CL
12 METAL/LED, "RE
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-
---T-- -
S - SS -SS -----
S2NDST...
SS _ SS
2"PVC N
CODUI
8" C900 SS
DI
/CB 66460
RIM 32.75
IE 31.0 W, 6" CONC
SSMH 66398
RIM 33.27
IE 29.9 NW,S ® CL
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145 LF 12" PP SD @ SLP=0.17%
W
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48" SDMH #7
STA A15+87, 4' LT A
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48" SDMH #6
2
STA A14+42, 3' LT
'
RIM=33.97
IE(IN)8"(S)=30.32
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RIM=33.70
IE(IN)8"(N)=29.46
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IE(IN)12 (E)=28.98
om
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IE(OUT)12 (W)=29.23
IE(IN)8"(N)=29.42
IE(IN)8"(S)=30.20
29.99
IE(OUT)12"(W)=28.97
29-22
A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE SEO RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN
MUrraYSMirth
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
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RENTON DOWNTOWN
� UTILITY
IWO IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
O PROPOSED STORM DRAIN MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXIST UTILITY TO BE
ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE
MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE
EXIST UTILITY UNTIL SUCH TIME AS IT CAN BE
ABANDONED
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL SDMH PER COR STD PLAN 201.00
13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
15 CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
19 SEE PROFILE 6 ON SHT SD-40
20 SEE PROFILE 7 ON SHT SD-40
24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
13 CONNECT PIPE TO EXISTING DRAINAGE
STRUCTURE
S2NDST
STORM PLAN & PROFILE
STA A14+00 TO STA A16+40
R-394924
SHEET
61m
24 of 121
■■
REVISION
PROJECT NO.:
18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021