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I l CD CB 18707 (141563
\ w RIM 30.76 I
°- - - . I IE 29.1 W, 8 PVC
695 (178159) \ \ I ' �� \� T GB 1'8710 (1400 - °
M 30.93 CB 184 5 (113735) II ° IE �g;7 E'a.8" P4'VC, ,I CB 18485 (113734) \ I
IE 25.9 SW, 12" HDPE RIM 30. 7 I I IE 28.3'NW, 8" PVC STA C8+39 21.0' LT 11 112
IE 21.6 SE, 12" METAL IE 2 .4 S, 8" CONC STA C5+33 20.9' LT I 112 a o,a . a , I < IM 31.12 O _ O
IE 17.8 NE, 48 METAL 1-CB # 13 11 I IE 29.8 S, 8" CONC I 1 CB # 15
IE 17.8 NW, 48" METAL I l ��. I' IE(OUT)12"(S)=27.13
IE(OUT)12"(S)=27.50
O I �I 187 8 (No ID b STA C6+85 21.0' LT 11 1 0
RIM'31.1 ° � ,.°
I w Pvca 1-CB #14
-xi` I a ° I IE(OUT)12"(S)=26.57 STA C8+39 13.5' LT ,
STA C4+90 13.6' LT STA C5+33 13.7' LT _ _ _ > - - as - - - - �- as � - 12
1-48" SDMH #9 12 1-48" SDMH #10 0 � - - - ' ~ � � � 1-48" SDMH #12 '
� R .HALLS33125
(1 27 27 p
3 i d0lS - P --C7 - TO 0 a C
STA C6+85 13.0 LT 12 a NE.WAY Q
O
-T --T GP- �� G -.--------U�P== _= Gp= _ a4 P- Ada--UGa --. P--1-48"SDMH#11 �IGP-- �- -3-- �_�� 0 l0
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-44
24 - - - - - - - - - - - - 25 - - I I 26 4
U
12"C900 SD 12"C900 SD J" 1 `� 1 1 12�'C900 SD 1 1 12"C900 SD Q o
15 „ ,I, ,_ I S3RDST TYP ____ I
- w - - 12 W DI - - - - 1 I W DI - - - - - 12"W DI - - - - - 12''WkDI - - - 12 W D - - - - - 12"W DI -� - -I - 12'W DI - - - - - 12 W DI - - - - - 12"W DI - - 12"W DI - - - - 12"W DI - - - - 12"W 12''W DI - - 12"IW DI - - - - F- �
C5+00 C6+00 C7+00 C8+00 �2 C9+00 � w
�,�- .:I .... ... .-r. j .�- -., AT - . .- .,�A ._ - �-� - . i . r I - .}.�.. �� -1.- +- .-I .--. ,�;T .� �. ; �.� _. - I� .+.� .� � .� " �. W =
...
\ • • • .. 24" C900 SS I I 24" C900 SS - I Z Ln
I w
I® \� I G � G � G G I � G G G G � ® 82 � G G =�
31 I I I f T T T ° I f T U
I I I _ - KB-16 _ - _ - _ - - -
® - uG ° - _ ° a -r -° -- -U U
0 RIM 31.06
t �E 2 C SDMH 18144 (135877) 1-�71',METAL.POST
IE 23.3 E, 8" CONC � RIM 31.36
l-G IE 23.1 NW, 12" METAL IE 26.2 N, 8" CONC CB
RIM
IE 24.9 E, 8" CONC YD 26457 , IE
r I , IE 24.6 W, - CONC ' RIM 31.74
r ' IE
300 I 107 111 115 IE ':0 E, 3" PVC
125 ;
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND I
ELEVATIONS. THE ORIGINAL DESIGN PLAN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO 0 10 20 40 60
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SCALE: 1"=20'
'I
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL CB PER COR STD PLAN 201.00
15 CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
24 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.6%
25 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.2%
26 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=2.2%
27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
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154
144 LF 12"
C900 @ SLP=0.45%
U-)
LF 12" C900
@ SLP=0.48%o
153 LF 12"
SLP=0.53%
C900 (a)w
(� w
42 LF 12" C900
W w
@ SLP=0.47%
U)
48" SDMH #11
STA C6+85, 13' LT
48" SDMH
#12
ww
48' SDMH #10
STA C8+39, 14' LT
=
STA C5+33, 14' LT
RIM=31.38
RIM=31.74
U
RIM-31.16
IE(IN)12"(E)=23.93
IE(IN)12"(E)=24.65
~
IE(IN)12"(E)=23.09
IE(IN)12"(N)=26.33
IE(IN)12"(N)=26.98
Q
48„ SDMH
IE(IN)12"(N)=27.50-�8
IE(OUT)12"(W)=23.90
IE(OUT)12"(W)=24.67
STA C4+90, 14'
LT
IE(OUT)12"(W)=23.07
RIM=31.23
i!2.3 IE(IN)12"(E)=22.87
22 -F- IE(OUT)12"(NW)=22.83
(RECONNECT)
IE(IN)12"(SE)=22.83
(RECONNECTED)
C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
REVISION
NOTICE SEO RECORD
0 /Z 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
i
RENTON DOWNTOWN
� UTILITY
IWO IMPROVEMENTS
PROJECT
35
30
25
20
15
10
E
S3RDST
STORM PLAN & PROFILE
STA C4+80 TO STA C9+60
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE:
JANUARY 2021
R-394925
SHEET
SD-7
25 of 121