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Lt/1-48" SDMH #37
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STA F11+85 27.6' LT
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FRAME &VANED GRATE
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IE 21.8 N, 18" CONC
IE 21.8 S, 18" CONC
CB 70830
1 20
RIM 29.28
IE 27.3 E, 6" CONC
„STA F12+02, 21.4' RT
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CONTRACTOR SHALL VERIFY
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EXIST SD ELEVATION PRIOR TO
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CONSTRUCTION. FINAL DEPTH OF
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SSMH 70833 SDMH #37 SHALL BE PER
CHANGED TO TYPE 1 CB
RIM 30.19 DIRECTION OF CITY ENGINEER
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IE 21.4 S 400 408
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STA F 12 + 13 15.3 RT
RIM 29.71 12 STA F13+64 13.8' RT
IE 21.8 N,S, 12" CONC 1-60" SDMH #39 12
1-60" SDMH #40
IE 22.4 W, 6" CONC
IE 22.5 E, 8" PVC
SDMH IE 25.4 SE, 4" CONC
RIM 29.7440 STA F13+65 21.5' RT 11
IE 21.7 N,S,NE, 12" CONC 1-CB #54
IE 22.0 N, 18" CONC
IE 27.2 W, 6" CONC
IE 25.0 E, 10" PVC
STA F12+04, 16.4' RTC
1-60" SDMH #38 1G
PLAN
0 10 20 40 60
SCALE: 1"=20'
RECORD DRAWINGS SHOW CONTRACTOR
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SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
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WITH STRIKETHROUGH TEXT. REFER TO
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CONTRACT DOCUMENTS FOR ADDITIONAL
EXIST GR
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DETAILS
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8.25%
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48" SDMH
#36
60"
SDMH #39
60" SDMH #40
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STA F10+82, 12' RT
60" SDMH #38 STA F12+13, 15' RT
STA F13+64, 14' RT
RIM=30.04
STA F12+04, 16' RT RIM=29.60
RIM=29.39 ,L, q
4
+9.5F IE(IN)24"(N)=19.42
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--+ RIM=29.54 IE(IN)24"(N)=19.11
IE(IN)36"(N)=18.49 +8.F8
IE(IN)12"(E)=20.03
IE(IN)24"(N)=19.17 IE(IN)6"(W)=22.45 (RECONNECT)
IE(IN)12"(W)=23.93 z�-G8
+5_IE(IN)12"(W)=24.03
-IE(IN)18"(E)=19.21 IE(OUT)36"(S)=18.78 +9-+-
IE(IN)12"(E)=21.69
+9.55z IE(OUT)24"(S)=19.37
24.RF IE(IN)12"(W)=21.55
IE(OUT)36"(S)=18.48 +8-:F8r
22..88 IE(IN)18"(N)=21.58 (RECONNECT)
IE(OUT)24"(S)=19.27
F10+40 F10+60 F10+80 F11+00 F11+20 F11+40 F11+60 F11+80 F12+00 F12+20 F12+40 F12+60 F12+80 F13+00 F13+20 F13+40 F13+60 F13+80 F14+00 F14+20 F14+40 F14+60 F14+80 F15+00
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE JAM RECORD
0 /Z 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
'WO IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
O REPLACE SURVEY MONUMENT PER CITY STANDARD
DETAIL H031 AS REQUIRED FOR CONSTRUCTION
11 INSTALL CB PER COR STD PLAN 200.00
12 INSTALL CB PER COR STD PLAN 201.00
1s CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
19 SEE PROFILE 3 ON SHT SD-43
20 SEE PROFILE 4 ON SHT SD-43
21 SEE PROFILE 5 ON SHT SD-43
22 SEE PROFILE 6 ON SHT SD-43
24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY
NER
35
25
IrMs
15
10
5
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F10+40 TO STA F15+00
R-394931
SHEET
SD-17
31 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
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