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1-CB #55
I CB 28929 INVERT ELEVATIONS OF PIPE IN SDMH
IM 28.30 28665 IS BASED ON AVAILABLE RECORD
IE 24.9 E, 12" CPP 432 450 DRAWING DATA, CONTRACTOR SHALL
I SDMH 29396 AT&T CRITICAL FIBER OPTIC, CONFIRM INVERT ELEVATIONS PRIOR
RIM 28.61 PROTECT IN PLACE PER 1-07.17
AT&T CRITICAL FIBER OPTIC, IE INACCESSIBLE, BOLTED TO CONSTRUCTION
PROTECT IN PLACE PER 1-07.17 SSMH 28669 CB 28961
RIM 28.74 RIM 27.69
18 � AC
SP EDB MP IE 19.4 N-S @ C 12" PVC IE 25.5 W, 12" IRON
-a '6a a S o . AC
35
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO 30
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
1 110/26/20221 JJM I RECORD DRAWING
NO. DATE I BY
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IM28.3
IE 20.8 12" CONC
IE 20.8 S, 12" CONC
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STA F 15 + 14 11.1' RT 12
1-60" SDMH #41
STA F 15 + 12 21.6' RT 11
1-CB #56
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SDMH 28666 Hu
RIM 27.98
IE 23.0 W, 12" CPP
IE 20.4 S, 12" CONC
IE 20.4 N, 12" CONC
CB 28667
RIM 27.62
IE 24.0 W, 12" CPP
STA F15+47, 14.7' RT 1
1-60" SDMH #42
PI AN
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SSMH 29397
RIM 27.85
6w _ = IE 18.7 N-SE @ CL 18" PVC
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- - - SS - - SDMH 29398
RIM 27.04
AC IE INACCESSIBLE, BOLTS STRIPPED
- SDSD-----SD --
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I - 01 1190 1
RIM 28.09
STA F16+26 14.1' RT IE 20.2 N, 12" CONC
1-60" SDMH #43 12 IE 17.1 W, 12" CONC
\ IE S, INACCESSIBLE -TOO FAR UNDER RISER
IE E, INACCESSIBLE -TOO FAR UNDER RISER
0 10 20 40 60
SCALE: 1"=20'
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EXIST SDMH #28665
iw J STA F15+47, 15' RT
cn =
- RIM=28.43
STA F16+56, 15' RT
U
z�6-.8r� IE(IN)12"(E)=20.43
RIM=28.10 6
+8.36 IE(IN)36"(N)=18.03
IE(IN)36"(N)=17.81(EXIST)
-IE(OUT)36"(S)=17.93
60" SDMH #43
IE(IN)12"(E)=25.32 (EXIST)
-3.r734 LF 36" PP SD @
STA F16+26, 14 RT
IE(OUT)12 (W)=24.0( EXIST)
SLP=0.53%
RIM=28.03
IE(OUT)48"(S)=17.55
60" SDMH #41 +8.+&
IE(IN)36"(N)=17.93
r" F' 5 ' " 3' R+
STA F15+14, 11' RT +8-+8�_IE(OUT)36"(S)=17.83
\_30
LF 36" PP
SD @
_Nq- _ RIM=28.76 234.8$ IE(OUT)12"(W)=22.03
+8.4+
IE(IN)36"(N)=18.26
SLP=0.0
22- +.
IE(IN)12"(W)=22.76
%
26-48.
IE(IN)8"(E)=26.21
+8.4+_IE(OUT)36"(S)=18.21
F15+00 F15+20 F15+40 F15+60 F15+80 F16+00 F16+20 F16+40 F16+60 F16+80 F17+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE SEO RECORD
0 Yz 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
i
35
30
25
20
15
10
5
0
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
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
12 INSTALL CB PER COR STD PLAN 201.00
13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
1s CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
19 SEE PROFILE 7 ON SHT SD-43
27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F15+00 TO STA F16+00
R-394932
SHEET
SD-18
32 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021