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SDMH 79859 R
RIM 46.89 0 \ \ \ \
IE 43.7 SW, 8" CONC
IF 42.4 N, 6" CONC \ S1 x \ \ � \
IF 42.4 NW, 6" CONC �� �5 S� \
IE 40.4 E, 12" CONC 32 R9 S s1 \
CB 80056 j a y IE 4. 8" CONC \
RIM 46.23 KB-7' % �\ .4 C�ONC \ \
IF 43.0 S, 8" C0�4C IVY
D1 SP � �� '�9 � R 46. �
IE 5 \ 0 N C SSM
,� AIM
VY \ I \ \ \\ -48 IF 4
3 37 CONNECT TO
OI -4 6- Ad RK / AC BARK _ EXIST 12" W
Op - - 3' - _ _ - - - - _ as _ \ W STA L8+ 19, 1' LT
l --�-------- - - \ a
- - - - 8"W cl - - - 4 - 6"W CI - - - - - 6"W CI - - 6 'W-cl- - - pw� W CI S - - - 6 W C MILL AVE S - - - - - 6 'w CI 6"Wd l -
--------
J �� 12" PP SD - 12"PP SD - _ _ _ _ \ 1 Ty P W-4
c� Q -- --4 - __----MIC 268 --� --\----�j--r --
>T' � CRPL#3 66" STL 0 CRPL#3 66" STL \ \
�(n -- - -
L5+00 .•.•.•. n`\w L6+00L7+00 L8+00 _ --L9+`
-
00
00
V) Z - - 284 LF 12 CIPP SS ... .. ..-US - .- - - - - - �.•v .... .... ... '134.LF ' 13 SS
w J 12"DIW .... ... •.80 co-••I�'• - _ - s
Ln= 12 DIW _qv12 DIW s \ M
Ur�Gfl-
45 8"DI SD ---SD --SD - - - -- -- � �\
�-- T = _ = U S U� _ _- =.-U _ - - DWY UGP- - - - �P- DWY - 20
_T- 3�\'
-3
, AG o
CB 805 05 46- ORN MENTAL FOUNT 1 2 1�1
CB 80213
�
RIM 45.04 STA L7+50 11 RT
42.2 N, 8" CONC
2.0 S, 8" CMP
IE 4SIlI W, 6" CONC
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
IF 42.8 N, 8" CMP
IF 42.8 W, 8" CMP
SSMH 80203 /
RIM 46.20
IF 40.1 N,S @ CL
211 W/RR-XING AND "NO RIGHT" SIGNAGE
15 RIM
1-12"x6" TEE, RJxFL E440 S , " CONC
1-6" GV, FLxRJ IF .0 NW, 8 NC
1-FH, 29' RT SSMH 79860
1-TB RIM 46 71
WATER SERVICE TABLE
SERVICE
APPROX STATION
FIELD VERIFIED
NO.
ADDRESS
SIZE
AT MAIN
STATION AT MAIN
�1
IRRIGATION
1.5"
L7+631 12' RT
L7+611 29- RT
\
235 MILL AVE S
1"
L7+60, 12' RT
L7+641 28- RT
n-
- - -
_ _ _
- - -- --• --
IF 41.0 SW,N @ CL
STA L8+ 13, 11' RT
1-12" 450 BEND, RJ
1-TB
IE=40.2
PLAN
0 10 20 40 60
SCALE: 1"=20'
MH 79861
IM 46.40
E41.2S,NE@CL
AC
SSMH 80291
RIM 46.94
IF 41.4 N,S @ CL
\ STA L8+47 17' RT 17
1-24"x12" TEE, FLG (TAPPING)
\ 1-12 GV,FLGxRJ C
CD
w
\ 1-TB o N
Of w
Nx\ IE=37.0 \ o 0
``STA L8+39 23' RT
o
1-12" 450 BEND, RJ
1-12" SOLID SLV, RJ �� I
\ 1-TB 0 \ \I
STA L8+23 21' RT \
1-12" 450 BEND, RJ
RAMP \ 1-TB
\ IE=39.3
L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE JAM 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
55
50
45
.O
35
30
25
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
5 REMOVE AND REPLACE CATCH BASIN (TYPE
1), REMOVE AND REPLACE EXIST STORM
PIPE FROM CATCH BASIN TO 10 FT PAST
PROP WATER, STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXIST SLOPE, SIZE,
AND ALIGNMENT
13 REPLACE EXIST WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXIST SERVICE
17 CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
20 REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-26
MILL AVE S
WATER PLAN & PROFILE
STA L4+80 TO STA L9+00
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394914
SHEET
W-26
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