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STA A9+51 23.9' L ° REROUTE EXIST 12"VCP SS
11 SSMH 62129 �_ 11 STA Al2+69 23. V LT PROVIDE TEMPORARY TO EXIST SSMH 62818
1-CB #1 RIM206 7 @ CL SS 'sue S 1 �1-CB #6 SUPPORT AND PROTECT ASREQ'D FOR SD INSTALL
IE IE 25.6 E D IW / i EXIST FO DUCT DURING (ABANDONED IN PLACE)
STA A9+52 19.5' LT 13 400 IE 25.3 SE A 11 CONSTRUCTION 400 STA A13+15 4.3' LT
1-48" SDMH #1 (EXIST) CB 33049 I 0 l` 12 STA Al2+69 15.1' LT O 1-SDMH #5.5
SSMH 5330 RIM 32.21 m 1 48 SDMH #5 CB 62819
RIM 32.22 E 29.6 S, 6" CONC SSMH 62818
SDMH 62148 SSMH 62147 IE 20.5 E,W ® CL ' / RIM 32.55 RIM .1 S,
RIM 31.80 29.2 E, 12" CPP m IE 26.4 E, W @ CL IE 31.1 S, 6" CONIC
IE 27.5 SE,NW ® CL, RIM 32.38 IE 20.5 N ' �-
E 20.8 s I 11 STA A10+84, 23.4' LT - _ = = - = _ - !
�. IE 21.7 NW 1-CB #3 I W - � . . p
19 ENTER.ONLY I '� JW'62448 ° a
® STA A10+84 18.1 LT a ° a agog
12 , STOP o ° RIM.32.12 p °
EXIST TYPE 2 -T_ 1-48" SDMH #3 � 3.31= 30.3 N? 6" -CONC ° ° aER
LEFT PLACE _ - - } PROTECT EXIST FRANCHISE UTIL IN PLACE 33- a ° - - - - - - _ _- _r_ _ _ _ _ _ _ - O
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SDM 62637
RIM 31.96
IE 3.0 N, 1 CONC
IE 3.0 S, 1 CONC
IE 5.9 E, 2" CONC
8 STORM
RECONNECTED
TO EXIST SDMH
#62637
LATERAL
CONNECTED AT
7'-3" DEEP
50
45
35
30
25
20
15
AT&T CRITICAL FIBER
CB 62661 OPTIC, PROTECT IN
RIM 31.33 PLACE PER 1-07.17
28.8 N, 6" CONIC
/ FOUND STORM LATERAL, 305
REROUTED TO SDMH #2,
6'-8" DEEP
STA A9+61, 49.9' RT 12
-4-48" SDMH #2
CONTINUATION
SEE SHEET SD-15
STA A11+02, 48.0' RT
1-48" SADDLE SDMH #4
PER COR STD PLANS 201.00 AND 400.6
RIM=32.46 321
IE(OUT)12"(W) = 28.38'
PLAN
0 10 20 40 60
SCALE: 1"=20'
SDMH 63337
RIM 32.47
IE 28.4 S, 6" CONC
IE 28.3 E, 12" CONC
IE 28.3 W, 12" CONIC
IE 28.4 NE, 4' CONIC
CB 63515
RIM 32.22
IE 30.2 E, 6" CONC
CB 63514
RIM 32.48
IE 29.8 W, 6" CONC
CB 63513
RIM 32.22
IE 29.9 W, 6" CONC
Mi CB #7, SEE SHT SD-40 419
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RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
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ELEVATIONS. THE ORIGINAL DESIGN
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LOCATIONS AND ELEVATIONS ARE INDICATED
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185 LF 12"
C900 SD
@SLP=0.24%
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47 LF 12" DI SD 127 LF 12" PP
RP
SD @ SLP=0.86
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128 LF
15" PP SD @ SLP=0.61%
@ SLP=0.11%
SDMH #5.5
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PROTECT
W/ DENSE
STA A13+15, 4' LT
48" SDMH #1 (EXIST)
48" SDMH #3
FOAM
USHION
RIM=33.26
48" SDMH #5
STA A9+52, 19' LT
0
STA A10+84, 18' LT
IE(IN)12"(E)=27.88
STA Al2+69, 15' LT
RIM=31.80
RIM=32.42
RIM=32.89 IE(OUT)12"(W)=27.85
IE(IN)12"(N)=27.98
IE(IN)12"(E)=27.35R �z. 9Jz
IE(IN)12"(E)=27.80 28-.53r
IE(IN)15"(E)=26.23 2F.58
;F!Eipj)T2Ec)_;n_nn
IE(OUT)12"(S)=22.80
IE(IN)12"(N)=28.15z8.92
IE(IN)12"(N)=28.32 i!942
IE(OUT)12"(W)=22.87
(PLUG)
IE(OUT)15"(W)=27.012F.F
IE(OUT)12"(W)=27.80 .
A9+40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 Al2+00 Al2+20 Al2+40 Al2+60 Al2+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00
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
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
O REMOVE INACTIVE DETECTION LOOP
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL CB PER COR STD PLAN 201.00
13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
1s CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
19 SEE PROFILE 1 ON SHT SD-40
20 SEE PROFILE 2 ON SHT SD-40
21 SEE PROFILE 3 ON SHT SD-40
22 SEE PROFILE 4 ON SHT SD-40
23 SEE PROFILE 5 ON SHT SD-40
50
NMI
35
30
25
20
15
S2NDST
STORM PLAN & PROFILE
STA A9+40 TO STA A14+00
R-394923
SHEET
SD-3
23 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021