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30
60"
SDMH #29
RIM=35.16
STA C21+96, 12' RT
IE(OUT)8"(NW)=33.55
RIM=35.74 -
IE(IN)8"(SE)=33.23
25
-
IE(IN)6"(E)=33.21
63 LF 8" DI SD @
25
IE(OUT)12"(N)=33.13
SLP=0.51%
48" SDMH #28
STA C21+98, 17' LT
20
Ripq-35.3-&RIM=35.51
20
33.+t
IE(IN)12"(S)=32.72
32.38r
IE(OUT)12"(W)=32.19
15
15
10 1 1 1 1 1 1 - 10
1+00 1+20 1+40 1+60 1+80 2+00
SDMH #28 TO CB #34 l
SCALE: 1"=20' HORIZ; 1"=5' VERT SD-10
45
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35
30
25
20
15
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35 30
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7 LF 12" PP SD
0
CB 73854 (EXIST) 30
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RIM=35.45
IE(OUT)6"(W)=33.52
IE(IN)6"(NE)=32.64
20
15
10
1+00 1+20 1+40 1+60 1+80
SDMH #29 TO CB #35 K`2
SCALE: 1"=20' HORIZ; 1"=5' VERT D-10
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
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RIM=30.99
IE(OUT)12"(W)=26.34
23.88
36 LF 12" PP SD
48" SDMH #30 @ SLP=7.92%
15
STA F2+53, 15' RT 8.58%
15
RIM=31.31 RHP9-3`i 4
IE(IN)18"(N)=22.76
IE(IN)12"(W)=27.44 2F-F8
10
IE(IN)12"(E)=23.48 23-6i
10
CB #37
IE(OUT)18"(S)=22.82
RIM=30.89
IE(OUT)12"(E)=27.59
2F.F8
5
5
1+00
1+20 1+40 1+60
TO SDM
SCALE: 1"=20' HORIZ; 1"=5' VERT
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FOAM BETWEEN
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25
25
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RIM=31.21 n
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IE(OUT)12"(W)=27.10
48" SDMH #31
37 LF 12" PP SD
@
15
STA F3+80, 15' RT
SLP=8.97%
'
RIM=31.62
8.5i%
IE(IN)18"(N)=22.51
IE(IN)12"(E)=23.80
24.18
IE(IN)12"(W)=27.75
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10
CB #39
IE(OUT)18"(S)=22.61
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10
RIM=31.26
IE(OUT)12"(E)=27.93
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5
5
1+00
1+20 1+40
1+60
SCALE: 1"=20' HORIZ; 1"=5' VERT
LOCATIONS AND ELEVATIONS ARE INDICATED U
Q0 WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL p U
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un cn z LACE DENSE FOAM PE .� a
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6LF12"PPSD 22LF12"DI SDIF
13LF12"DI SD@
- - - @SLP=3.06% @SLP=7.56% 9 LF 12 PP SD
@ SLP=0.00% SLP=0.77%
30 30 25 25 D , 25 33 LF 12" PP SD 30
%
M
O EXIST CB #69591 @ SLP=2.10%
O O YO RIM=30.75 88.%
FOAM BETWEEN IE(IN)6"(N)=28.55 (RECONNECT Q
IE(IN)4"(E)=28.75 (EXIST)
25 D 25 20 EXIST SDMH #26853 20 20 IE(OUT)12"(S)=28.70 20 25 25
STA F6+ 11, 17' RT
RIM=31.45 48" SDMH #56 Q
IE(IN)12"(S)=22.10 (ABAN) RIM=30.24
Li IE(IN)12"(N)=27.40 (ABAN) IE(IN)12"(N)=28.60
20 CB „ 20 15 IE(IN)12"(S)=25.20 15 15 IE(IN)4"(SE)=29.00 (RECONNECT) 20 20
RIM=31.32 RHp4-_g+.&+ IE(IN)4"(SE)=28.10 IE(OUT)12"(W)=25.33z�-88 EXIST VI LEFT
V36
E(OUT)12"(W)=26.33 z14�4rs IE(OUT)12"(N)=23.48 IN SERVICE
33 LF 12" C900 CB #4448" SDMH #14 @ SLP=5.07% "15 LF 12" PP SD 15 10 STA F5+89, 16' RT 10 10 $-5 � 10 15 RIM=29.71 � STA F9+124#15' RT 15
@ SLP=6.20% RIM=31.03 48" SDMH #33 -
RIM=30.65
48" SDMH #32 8.58% IE(IN)18"(N)=21.76 STA F7+70, 12' RT 2848 IE(IN)24'(N)=19.46
STA F4+47, 15' RT IE(IN)12"(S)=21.85 zz+.FR RIM=30.70 24.48 IE(IN)12"(NW)=26.98
RIM=31.67 - IE(IN)12"(NW)=27.09 26.88 IE(IN)24"(N)=20.49 28.63r 23-58 IE(IN)12"(E)=22.85 (EXIST)
10 IE(IN)18"(N)=22.01 2248r- 10 5 IE(OUT)18"(SE)=21.76 5 5 IE(IN)12"(W)=25.07 25-44 5 10 IE(IN)12"(S)=26.19 zPr, AA 10
IE(IN)12"(W)=22.97 23-28 (RECONNE T) CB #17 IE(IN)12"(E)=23.64 I IE(OUT)24"(S)=19.46 2848
IE(IN)12"(E)=24.08 24.26 RIM=30.72 CB #42 IE(OUT)24"(S)=20.46 28.63!E(!N)+R-'(NE)-24
IE(OUT)18"(S)=22.00 2248r IE(OUT)12"(SE)=27.28 RIM =30.22
5 5 0 _L 0 0 IE(OUT)12"(E)=25.072-5-. 0 5 5
1+00 1+20 1+40 1+60 0+80 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+80 1+00 1+20 1+40 1+60
SDMH #32 TO SDMH #51 5 CB #17 TO EXIST SDMH #26853 6 CB #42 TO EXIST CB #69591 7 CB #44 TO SDMH #34 8
SCALE: 1"=20' HORIZ; 1"=5' VERT SD-15 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16
R-394941
NOTICE SEO RECORD
DESIGNED RENTON DOWNTOWN SHEET
0 Y2 1 DRAWINGS ® UTILITY LATERAL DRAINAGE BAW
DRAWN PROFILES - 3 SD-42
IF THIS BAR DOES SEE NOTE ON murraysmirlh� IMPROVEMENTS
NOT MEASURE 1" TTT
I L-lr!!Kl
1E.14 DRAWING
i 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE IS CHECKED COVER SHEET
PROJECT 41 Of 121
NO. DATE BY REVISION I I PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021