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@ SLP=4.00%
25 (
25
EXISTING CB
LEFT IN SERVIC
CB #46
CHANGED TO TYPE 1 CB
20 RIM=29.74 2F. + 3
20
IE(OUT)12"(N)=27.70
RIM=29.78f�H��
IE(OUT)12"(W)=24.18 24.38
60" SDMH #34
15 STA F9+24, 15' RTF
15
- RIM=30.65
34 LF 12"C900 SD
z19-.+8 IE(IN)24"(N)=19.46
@ SLP=3.970/o
24.48 IE(IN)12"(NW)=26.98
zi9-5119 IE(IN)12"(E)=22.85
26--84- IE(IN)12"(S)=26.19
10
26-4119 IE(OUT)24"(S)=19.46
5 5
1+00 1+20 1+40 1+60 1+80 2+00
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS T
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@ SLP=5.74%
3--53 -
25
20
33 LF 12" DI SD
@ SLP=5.86%
T 8.5 E) %'v
25
CB #52
RIM = 28. 97 26-.-8r3r
IE(OUT)12"(N)=27.70
48" SDMH #37
STA F12+04, 30' LT 36' ELF
15 RIM=29.87 15
IE(IN)12"(S)=25.77 26.65
IE(IN)12"(N)=26.50 25-9+
IE(IN)12"(E)=24.57
10 IE(OUT)18"(W)=19.59 19.�zEi 10
CB #50
RIM = 29.14 RHp4-i!9.8+
IE(OUT)12"(S)=27.59 26.81
5 5
1+00 1+20 1+40 1+60
TO C
m
35
30
25
20
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35
30
32
LF 12"
PP SD
_
@
SLP=0.50%
-33
LF 12"
PP SD
@
SLP=1.76%
20
15
RIM=29.67 15
IE(OUT)12"(W)=20.65 zM..4119
48" SDMH #35
10
STA F10+01, 15' RTL 10
RIM=30.13 -
IE(IN)24"(N)=19.60 19.84
IE(IN)12"(E)=20.06 28..24
IE(OUT)24"(S)=19.58 19.84
5
1 1 5
1+00 1+20 1+40
SDMH
#35 TO SDMH #53
SCALE: 1"=20' HORIZ; 1"=5' VERT
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9 LF 12" PP SD
@ SLP=10.08%
35
30
25 25
31 LF 12" PP SD
@ SLP=1.34%
20 20
FO r-
48" SDMH #54
RIM=29.52
15 48" SDMH #36 IE(OUT)12"(W)=20.4428.2
15
STA F10+82, 12' RTC
RIM=30.04
IE(IN)24"(N)=19.42 +9.5F
10 IE(IN)12"(E)=20.03 10
IE(IN)12"(W)=24.03 z�S
CB #49 IE(OUT)24"(S)=19.37+9.5F
RIM=29.59
IE(OUT)12"(E)=24.94 24.63r
5 1 15
1+00 1+20 1+40 1+60
CB #49 TO SDMH #54 r
SCALE: 1"=20' HORIZ; 1"=5' VERT
40
t�
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30
5 LF 12"PP SD @
SLP=57.54%
E).25%
I-JIM114.1
m
35
30
25
Ul O 0 1 -
20 ref 20
46 LF 18" PP SD
@ SLP=0.83%
3--5611%
48" SDMH #37
15 60 SDMH 4-38 RIM=29.87 15
STA F12+04, 16' RT IE(IN)12"(S)=25.77 26--65
RIM=29.54 RW-29.�'T IE(IN)12"(N)=26.50 25.9+
IE(IN)24"(N)=19.17 IE(IN)12"(E)=24.57
19.4& IE(IN)18"(E)=19.21 IE(OUT)18"(W)=19.59 19-FS
10 m`4-2-�L IE(IN)12"(W)=21.55
22-88 IE(IN)18"(NW)=31.58r (RECONNECT)
CB #51 IE(OUT)24"(S)=19.27 +9.15
RIM=29.18
5 IE(OUT)12"(E)=24.53 24.28r 5
1+00 1+20 1+40 1+601+70
CB #51 TO SDMH #37 r
SCALE: 1"=20' HORIZ; 1"=5' VERT
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8 LF 12" PP SD
.8--EF
11 LF 12"
PP SD
41 LF 8" DI SD
@ SLP=8.53%
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@SLP=5.13%
@ LP=0.3�9%0%
25
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25
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@ SLP=5.77%
(
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20
CB #55
20
25
CB #59
RIM=32.45
H�".
CB #57
25
CHANGED TO
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TYPE 1 CB
0
RIM=28.17
IE(OUT)8"(NE)=30.40 38.51
RIM=32.56
IE(OUT)8"(W)=26.70
IE(OUT)12"(W)=30.39z29-.9f
RIM=28.65
26.35
6 LF 12" PP SD
IE(OUT)12 (W)=23.67
z
@SLP=2.71 /o±-89
15
60" SDMH #40
15
15
15
20
20
STA F13+64, 14' RT
32 LF 8" DI SD
RIM=29.39 RHp4-29.5.5
@ SLP=1.55%
0
IE(IN)36"(N)=18.49 +8-�z8r
3.s8%
IE(IN)12"(W)=23.93 zR9..68
CB #5811
10
IE(IN)12"(E)=21.69 i
10
10
60" SDMH #41
10
15
RIM=32.79
15
IE(OUT)36"(S)=18.48 +8.FB
STA F15+14, 11' RT STA F
5 . i i1 R-
-
IE(IN)8"(SW)=30.24
39-B8 r
CB #54
RIM=28.76 f�H►4-z�8-3.3�
IE(IN)12"(E)=30.24
28-95
RIM=28.79
IE(IN)36 (N)=18.26 �8-��
IE(OUT)12"(S)=27.44 z�.-F2
IE(OUT)12"(E)=24.59
�G
IE(IN)12"(W)=22.76 zRi..9-1
5
5
5
IE(IN)8"(E)=26.21 26-+8r
5
10
10
CB #56
IE(OUT)36"(S)=18.21 18.41
RIM=28.21
IE(OUT)12"(E)=23.30
0
0
0
0
5
5
1+00
1+20 1+40 1+60
1+00
1+20 1+40 1+60
1+00
1+20
1+40
1+60
CB
#54
TO SDMH
#55
r6-'�
CB
#56
TO CB
#55
CB
#59
TO CB
#57
SCALE: 1"=20' HORIZ; 1"=5' VERT �17 SCALE: 1"=20' HORIZ; 1"=5' VERT �-1 SCALE: 1"=20' HORIZ; 1"=5' VERT D-18 SCALE: 1"=20' HORIZ; 1"=5' VERT D-19 R-394942
NOTICE JAM RECORD
DESIGNED RENTON DOWNTOWN SHEET
0 % 1 BAW DRAWINGS ® UTILITY LATERAL DRAINAGE
DRAWN PROFILES - 4 SD-43
IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS
NOT MEASURE 1" TTT
I L-lr!!Kl
lE.lm DRAWING
1 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE IS CHECKED COVER SHEET
PROJECT 42 of 121
NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: JANUARY 2021