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SEE SHEET SD-8
FOR CONTINUATION
CB 26961
30.96
IE 27.4 W, 12" CMP
IE S 27.4 , 12" METAL �
I CONC MON IN CASE REESTABLISHED
CB 2.4 S,
RIM 6852 PER DNR PERMIT 7373 - 18 Tx6 W
0.83
IE 26.4 E, 12" CPP I
IE 26.5 N, 12" CONC II 301
IE 26.2 W, 12" CONC I M I
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12 STA F 10 + 01 18.2' LT
1-CB #53
W/RECTANGULAR
FRAME & VANED GRATE AT&T CRITICAL
SSMH 26850 I (� �' CB #19 SEE SHT SD-8 CB 69591 FIBER OPTIC,
RIM 30.7E CUSHION PER THE CHANGED TO TYPE 1 CB PROTECT IN PLACE
RIM 0.00 I CB 70375
IE -8.6 N,E,S ® C 4 I I
SSMH 26851 awl
CB 6897E RIM 31.22
RII 2 12" CONCI IE 23.E E,W
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SHT SD-45
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CON FILL E CB 70005 I
SD 2669 1 RIM .6 N 13 RIM 29.69 a
IE 22.E N,S � cL I I STA F10+01 15.2' R 12
IE 28.1 SE, 4" PVC STA F5+98 10.9 RT RI 30.74 1 IE 28.4 SE, 4" PVC
a 12 IE 22.1 N,S, NW IF 22.8E IE 28.4 NW, 4" PVC I I Q
1-48 SDMH #15 IE 26.4 , 12" CONC CB 69599 STA F7+70 11.9' RT 3 1-48" SDMH #35
SDMH 25291 - 338) \ II RIM 30.12 12 SDMH 69907 I RI 7 9,75
1 ® RIM 29.73 TIED INTO EXIST CB
IE 26.5 S, 6" CONC IE 29.3 N, 6" CONC 1-48" SDMH #33 RIM 30.69
RIM 30.88 IE 27.3 E, 12" CONC IE 21.8 N,S, 12" CONC I I I M IE 27.3 NE, 6" CONC
IE 25.4 NE, 12" METAL STA F5+89 15.E RT c�
IE 25.8 W, 12" CMP a 1-48" SDMH #14 12 CI 21.3E F IE 23.5 E, 12" CONC I I �
SDMH 25292 L J IEM27.83N, 12" METAL 1 STA F7+70 20.6' RT I
RIM 31.01 1 j IE 27.8 W, 12" METAL 1 1-CB #42 11 13 STA F9+60 28.0' R
IE 25.9 E, W, 12" CMP STA F9+24 15.1 R o
�E_2�.2.SrlZtadEtAL STA F5+86 21.1' RT 11 a SDMH 25290 12 �� z
1-CB #46
1-60 SDMH #34 I I �
1-CB #17 IM 30.96
SDMH 25300 I I 3: I a
RIM 31.01 zIE 27.6 SE, 8" CONuCulNu
IE 25.9 E, W, 12" CMP al- I W f- IE 22.8 ELf), W/THROUGH PIPE, 12" CONC I
IE 27.2 S, 12" METAL ACI + II / a IE 27.0 NW, 6" METAL
CB 25293 I I I I (n CB 25298 P LA N
RIM 30.65 I O RIM 30.76 207 220 I
IE 26.2 E, 12" CMP I I o \ IE 28.7 E, 12" METAL 0 10 20 40 1 60
8 CON oo ,1 SCALE: 1"=20' u) Q !I, kI Ln rnl rn 12I n z r� 0
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CONSTRUCTION NOTES:
(DCONSTRUCTION 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
13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
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 6 ON SHT SD-42
20 SEE PROFILE 7 ON SHT SD-42
21 SEE PROFILE 8 ON SHT SD-42
22 SEE PROFILE 1 ON SHT SD-43
�p SEE PROFILE 2 ON SHT SD-43
24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
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STA F5+98, 11' RT
48" SDMH
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SEE SHT
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48" SDMH #33
STA F7+70, 12' RT '
60" SDMH #34
STA F9+24, 15' RT
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- RIM=30.65
48" SDMH #14
IE(IN)24"(N)=20.49 zz6-.6B
2 6-.+8 IE(IN)24"(N)=19.46
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STA F5+89, 16' RT
IE(IN)12"(W)=25.07 254
& IE(IN)12"(NW)=26.98
48" SDMH #35
RIM=31.03
64
LF 18" PP SD
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IE(IN)12"(E)=23.64
23-5& IE(IN)12"(E)=22.85
STA F10+01, 15' RT
RIM=30.13
IE(IN)18"(N)=21.76
SLP=0.14/o
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IE(OUT)24"(S)=20.46 28.63r
26--Ad IE(IN)12"(S)=26.19
IE(IN)24"(N)=19.60
+9.84
21-Fi! IE(IN)12"(S)=21.85
8.33%
2848 IE(OUT)24"(S)=19.46
IE(IN)12"(E)=20.06
28..i4
26--88 IE(IN)12"(NW)=27.09
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IE(OUT)18"(SE)=21.76
IE(OUT)24"(S)=19.58
+9.84
F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE SEO RECORD
0 Yz 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
40 RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
35 CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
30
25
20
15
10
5
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F5+60 TO STA F10+40
R-394930
SHEET
SD-16
30 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021