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FUTURE 12" WATER MAIN IE AT HYDRANT =31.76 \ i- 0 i o� COL O - LID
LID 28.86
2
ELEV 8.46 Q TOP OF PVC
1 (BY OTHERS) STA A81-94 I I AC I +
SSMH 31431 (MH6345) STA AO+96 5' RT 35 I 35 I z III
RIM 41.87 1-12"X6" TEE, RJXFL I I RIM 29.4165 AC I rn I
I IE 32.9 W-E @ CL ' CO1 1-6" GV, FLxRJ I/
I I SPEED HUMP IE 21.1 S, 24" CPP II �
1-FH 26 LT J- I _ STAA4+24, 4' RT IE 21.2 N, 24" CPP SDMH 65164
c� 1-12 CROSS, FL G IE 25.6 W, 8" METAL I D I RIM 29.54
�--� 144 1-TB I /I I 100 4-12" GV, FLGxRJ f C IE 24.7 E, 8" CPP
I I rn I IE 20.7 S, 24" CPP
I if I I O 4" CPP
INSTALLED 2-450
�g BENDS, 3-FT SPOOL,
AND ANCHORS TO
SS - - - _S �, ROUTE UNDER DUCT
BANK
II G
P 18- - -
A� -
STA 0+00, 0' s�'i' IE=31.58
AO+00 I v?r� IE=34.30
Hill �II _ • �/�/
MIC 269 -41
STA AO 00, 10' RT 16 STA AO+88 5' RT
d I 1-POLYPIG
2-6 45° BEND, RJ I IE=23.36 IE 20.9 N, 2
CB 65442
IE=34.01 I o I IE 25.1 W, 8" CONC
/ l I I o I SQ I \ \ \ CB 65162
/ RIM 30.12 I I RIM 28.86
SSMH 65930 SSMH 65941 IE 28.4 NE, 8" METAL DWY I i
RIM 31.55 IE 25.3 W, 8" CPP
37 O IE 27.7 E,W,N @ CL IE 25.6 E,W @ CL l
/ O.NOT.ENTER .�b' _ 0 r \ ,
99 �- UGP- UG -� - AC I I AC i CB 65166 P N - -
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RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHROUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
50
45
.rs
35
30
25
20
15
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.... .. ... �.: .... .. .... .... .... .... .. 12"DI W 12"DI W d9 12"DI z ur)
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D .. .. .... /.. .... / z ' STA A4+ 14, 20' RT Mic II " ~
/ STA Q1+20
DWY C� UGP- - �- - - GP- - - - -UGP- - - - U - -I - UGP - - -UGP-® - - -UGP- - - - P UGP J - - - - UGP-
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CRPL#3 6 � CRPL#3 66" STL % \1
CB 658
\ RIM 29- n
.96
- ------ AC-- IE 28.7 S, 6" CON
RP-L#1� STL CRPL# 66"STL
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j-------- -- ---- ------ -- ---- --
L 5';
- - - - - - - - - - - - - - - - - - CRPL#2 51.5" STL ---- PL#251.5"STL
SEE SHT W-29 FOR
ALIGNMENT Q =
PLAN
0 10 20 40 60
SCALE: 1"=20'
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12 "DI W
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XX x
I x x x
x x x
f 392 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
I)
AO+00 AO+20 AO+40 AO+60 AO+80 A1+00 A1+20 A1+40 A1+60 A1+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE JAM RECORD
0 /Z 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
r`nn1CTD 11r`TTnK1 Kin-rr-C -
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
16 POLYPIG STATION IN ACCORDANCE WITH
COR STD PLAN 300.6
27 TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-1
34 SEE SHT W-29 PIPE CONTINUATION
35 FH ASSY PER COR STD PLAN 310.1
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-1
99 CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
50
45
m
35
30
25
20
15
S2NDST
WATER PLAN & PROFILE
STA AO+00 TO STA A4+80
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394906
SHEET
W-1
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