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SCALE: 1"=20'
SEE SHEET SD-16
FOR CONTINUATION
FOR CONTINUATION
SEE SHEET SD-16
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CONSTRUCTION NOTES:
48IN SDMH #14, SEE SHT SD-16 O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
48IN SDMH #15, SEE SHT SD-16 CONTROL PLAN, SHT G-6
300 11 INSTALL CB PER COR STD PLAN 200.00
CONC MON IN CASE REESTABLISHED
PER DNR PERMIT 7373 - 18"Tx6"W 12 INSTALL CB PER COR STD PLAN 201.00
z AT&T CRITICAL FIBER OPTIC, O CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
'^ 261 PROTECT IN PLACE PER 1-07.17 09913
E 27.4 W, 12" CMP STA C13+82 18 5' LT CONNECT EXIST STORM DRAIN PIPE TO NEW
E 27.4 S, 12" METAL �1-4E" SDMH ##lE 12 15 STRUCTURE
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EXIST FRANCHISE UTILITY TO BE RELOCATED BY
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SEE PROFILE 1 ON SHT SD-41
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SEE PROFILE 2 ON SHT SD-41
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INSTALL 6LF OF 12-IN PP PIPE AT SLP=1.3%
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SURVEYED STRUCTURE LOCATIONS AND
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STA C9+83, 13' LT
48" SDMH #18
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RIM=31.39
STA C13+82, 18' LT
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IE(OUT)12"(W)=25.30
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IE(IN181 E =22.099 22.42
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IE(OUT)18"(S)=22.09�i
STA C12H 13' RT
RIM=31.06
IE(IN)18"(E)=21.08 2+.48
48" SDMH #17
IE(IN)18"(N)=21.49
STA C13+81, 10' RT
IE(IN)12"(E)=27.46 2 �z -5 8r
RIM=31.56
IE(IN)12"(SW)=27.30z�F
IE(IN)18"(N)=21.85
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IE(OUT)24"(S)=20.81 z+-83r
I E(OUT)18"(W) = 21.8522.33r
C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
NOTICE SEO RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
IF THIS BAR DOES
DRAWN SEE NOTE ON murra sm�
mt
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
EA
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
no]
35
WX
25
NEI
15
10
5
S3RDST
STORM PLAN & PROFILE
STA C9+60 TO STA C14+40
R-394926
SHEET
26 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021