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@ SLP=0.50 0 35
5 LF 12 PP SD - - - -
@ SLP=0.47% _ - - - - _ , _ - - 34 LF 8" SD
r - - @ SLP- .50%
5 LF 12" PP SD--�ni�'J ........
30 @ SLP=4.36% 30 30 30 30 30 30X 30
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41 LF 8" C900 @ PLACE DENS FOAM PER 9 O
O SLP=5.86% A � THE SPECS ETW SD & T 5 LF 12" C900 @ I
3--5.8�4b 0 S DIRECTS BY THE SLP=3.59% I I �T��_" 48" S H #4
25 25 25 25 �� 3.S4% 25 25 STA Al2 71, 47' T 25
CB #2T RIM=32.5
0 48" SDMH #1 (EXIST) o RIM=31.32 IE(IN)8"(S)- 8.40
STA A9+52, 19' LT IE(OUT)8"(W)=25.30 z�9-�� 48" A10+SDMH #3 IE(IN)8"(S = .82
RIM=31.80 Rffq-3 - STA A10+84, 18' LT
Q„ ���„� �-, IE(OUT) (N)= 0.25
20 IE(IN)12"(N)-27.98 z-8-�8r 20 20 EXIST SDMH 62637 20 20 RIM=32.42 20 20 IE(OU2"(W)=2 30 20
IE(IN)15"(E)-26.23 z�B• STA A9+61, 50' RT IE(IN)12"(E)=27.35 �F
RIM = 31.78 f2lP4--1-4FT "
IE(OUT)12"(S)=22.80(EXIST z�3- 8 IE(IN)12"(N)=22.68 22.94 (EXIST) IE(IN)12"(N)=28.15 2F-�zR
IE(OUT)12"(W)=22.8AEXIST) z�8 IE(IN)8"(E)=22.88 29-39 IE(GY:F)15"(W)=27.0128-92
15 CB #1 15 15 IE(IN)12"(E)=25.53 zz3-�9 (EXIST) 15 15 CB #3 IN 15 15 15
RIM=31.43 IE(OUT)12"(S)=22.48 (EXIST) RIM=32.04
IE(OUT)12"(S)=28.18z8.4+ IE(IN)4"(SE)=24.11 IE(OUT)12"(S)=28.34 28.95
10 10 10 L 10 10 10 10 10
0+80 1+00 1+20 1+40 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+80 2+00 1+00 1+20 1+40 1+60
CB #1 TO SDMH #1 1 SDMH #2 TO CB #2K-2 CB #3 TO CB #4 3 4
SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3
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
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- - - - - - 20 LF 8" DI SD n
8 LF 12" PP SD @ SLP=7.28% U
3 @ SLP=5.07% 30
SEP% 30 EXIST CB LEFT 30
01
- CB # IN SERVICE
EXIST SDMH 63337 RIM=32.26 3.3t
IE(OUT)8"(NW)=30.56 3.3
CB #9
RIM=32.53
25 IE(IN)8"(S)=28.40 38.25 25 25 RIM=32.66 25
J „ J IE(OUT)8"(N)=30.31
r(E) IT\ i 2" ) 25
I-�- - � � -- ���`�-�� @ SL =3 93°/0 �� 0 5�i LF 8" C900
48" SDMH #5 E(OUT)12"(W)=28.30 i ^ r� i r� ELF
48 SDMH #6 � @SLP=0.22%
3 __, __ _. STA A14+42, 3 LT
_\ 20 STA Al2+69, 15' LT 0 20 20 RIM=33.70 E--58�b 20
RIM=32.89 CX/TCT �Q u EXIST CB LEFT IN SERVICE PLACE DENSE F AM PER
�9-�-� IE(IN)12"(E)=28.98
28.5B IE(IN)12"(E)=27.80 RIM=32.30 RHp9--�-�-�- THE SPECS BE W SD &
- �9--6-� IE(IN)8"(N)=29.42
iE(ip')+i!"(S)_9E) IE(IN)8"(E)=30.30 3r8.4F 29--99 30 8"(S) IN IE =.20 UGP AS DIRECTED BY THE
IE(OUT)8"(N)=30.20 3r8.4F ( ) ENG NEER
15 i9- 2• IE(IN)12"(N)=28.32 15 15 29.22 IE(OUT)12"(W)=28.97 15
28.5-3r IE(OUT)12"(W)=27.80
CB #61 PLACE DENSE FOAM PER CB #8
RIpq•-32.34 RIM=32.22 THE SPECS BETW SD & W RIM=32.78
IE(OUT)12"(S)=28.73 29 � AS DIRECTED BY THE IE(OUT)8"(S)=30.86 29.6F
10 L ENGIN ER 10 10 10
1+00 1+20 1+40 1+60 1+80 2+00 2+20 1+00 1+20 1+40 1+60 1+80
CB #6 TO CB #5 TO CB ##7 5 CB #8 TO CB #9 6
SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-4
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE I BY REVISION
NOTICE
SEO
RECORD
DESIGNED
0 Y2 1
DRAWINGS
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
SEE NOTE ON
THEN DRAWING IS
NOT TO SCALE
COVER SHEET
CHECKED
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19 LF 8" DI SD - - - - - - 38 LF 8" DI SD
@ SLP=16.64% \
� @SLP=0.29%
--5.E) %
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30 52 LF 8" C-9 00 70, 30
@ SLP=0.54% CB 66459 (EXIST)
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_ CB 66459 (EXIST) RIM=32.73
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25 4" FOAM RIM 2 75 IE(OUT)8"(W)=30. Z5 B1.8B
0 IE(IN)8"(E)=30.60
IE(OUT)8"(N)=30.63
48" SDMH #7 STA "' r . 88 ' ' 3' T STA A15+87, 4' LT 13 LF 8" DI SD @
20 - RIM=33.97 SLP=0.75% 8.64%
3.8.12 IE(IN)8"(S)=30.32 1 48" SDMH #8
29--63 IE(IN)8"(N)=29.46 STA A15+85, 48' RT
CB #10 zz9.69 IE(OUT)12"(W)=29.23 RIM=32.85
RiPq-32.98 RIM=33.99 IE(IN)8"(S)=30.53 38.FS
15 IE(OUT)8"(S)=32.59 29.86 _ IE(0UT) 8"(N)=30.60-3$A-i�
10
1+00 1+20 1+40 1+60 1+80 2+00 2+20
CB #10 TO CB #12 r
SCALE: 1"=20' HORIZ; 1"=5' VERT
RENTON DOWNTOWN
o UTILITY
'� IMPROVEMENTS
PROJECT
LATERAL DRAINAGE
PROFILES - 1
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: JANUARY 2021
E.EP
R-394939
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