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RIM 43.10
IE 38.7 NE, 6" CONC
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4'CHLK CONNECT TO
1 EXIST 8" W
CB 30025
RIM 43.27
IE 41. NE, 6" IRON IE=41.25
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STA L1+46 10' LT
1-12"X2" TEE
-1-2" GV
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STA L2+02 10, LT
1-12"x8" TEE, RJxFLG
1-12" GV, RJ
2-8" 450 BENDS, RJ
1-8" SOLID SLV, RJ
1-8" GV, RJxFLG 100
3-TB
1.5' CONC WALL STA L3+60, 11' LT
8' BUS GN 7BUS SHELTER
BENCH 1-12" INSULATING SLV
TRASHCAN 1 I
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APPROXIMATE LOCATION
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STA L1+35 10' LT
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1-12" GV, RJ 2 20
1-TB
' IE=37.9
} B 3 6 0 STA L 1 +11 24' RT
IE 42.0 NE, 6" c1-12 X8"TEE, RJxFL (ROLLED DOWN)
C DE INEANR ` \ ` K 1-8" 450 BEND, RJ 1023
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1-8" SOLID SLV, RJ
& COLUMNS ` 1-12" PLUG, RF ,
5 IR AT 1-TB
\ ` 1-DEADMAN ON EXIST WATER MAIN 1
WATER SERVICE TABLE
SERVICE
ADDRESS
SIZE
APPROX STATION
FIELD VERIFIED
NO.
AT MAIN
STATION AT MAIN
EIRRIGATION
1.5"
L1+46, 10' LT
L1+461 10' LT
El1023
BRONSON WAY
1"
L2+45, 11' LT
L2+45, 23' RT
E1010
BRONSON WAY
1"
L2+93, 11' LT
L2+93, 23' RT
PLAN
0 10 20 40 60
SCALE: 1"=20'
STA L4+07, 11' LT '
1-12" 450 BEND, RJ
1-12" INSULATING SLV, RJR
1-TB
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1-12" 450 BEND, RJ
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W-42 SSMH 85682
RIM 46.04 Q
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CONNECT TO E 42.0 S, 8" CONC
I N E 42.0 N, 8" CONC
STA L3+98 11 LT EXIST 12 sW 85622
1-12"CROSS, RJxFLG CAP EXIST TEE
2-12" GV, RJxFLG 1 i RIM �45.46 CONC
STA L4+50 11 RT „
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IE=39.9 1-TB
III IE=38.9
CONC. MON. IN CASE o
REESTABLISHED PER DNR I `` STA L4+75, 11' RT
` PERMIT 7373 - 18"T X 6"W I I IN'• L 1-12"x6" TEE, RJXFL
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STA L3+96, 0 RT A I l i l l 0 1-FH, 29' RT
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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
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INSULATING SLV
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1-12" INSULATING SLV
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1-8 45 COMPOUND BEND, RJ
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f 345 LF OF 12" CL 52
IE=MATCH EXIST WATER INVERT
REST JOINT DI WATER
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1T 2" 450 VERT BEND, RJ
MAIN WITH POLYWRAP
IE=37.5 FE--9z8
STA L4+18
1-12" 22.50 BEND, RJ
IE=37.5 I��
STA L4+25
1-12" 450 COMPOUND BEND, RJ
IE=39.3 JE-40._
INSTALL J
INT BONDS
AND ANOD S FOR
EACH
IPE LENGTH
AND FITTI G
LO+00 LO+20 LO+40 LO+60 LO+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
REVISION
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
i
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
1
CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
2
SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
3
REMOVE AND REPLACE EXIST STORM TO A
DISTANCE OF 10 FT ON BOTH SIDES OF
PROP WATER, STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXIST SLOPE, SIZE,
AND ALIGNMENT
4
SUPPORT SPU WATER IN PLACE PER
1-07.171 DO NOT ALLOW EXIST PEA
GRAVEL BACKFILL TO UNRAVEL, BACKFILL
PIPE BEDDING PER SPU STD PLAN 350
9
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETS
13
REPLACE EXISTING WATER LATERAL
SETTER AND METER BOX PER COR STD
PLAN 320.3 AND RECONNECT TO EXIST
SERVICE
14
WATER SERVICES CORP CONNECTIONS
SHALL BE A MIN OF 18" FROM OTHER
SERVICES OR FITTINGS
19
PLACE DENSE FOAM CUSHION AT ALL
UTILITY CROSSINGS WHERE WATERMAIN
CROSSES WITHIN 6" ABOVE/BELOW
ANOTHER UTILITY
20
REPLACE EXIST WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
26
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS, SHT CP-1
37
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-25
38
REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
98
CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM
LOCATION AND ELEVATION OF EXIST
UTILITY
55 gg
CONCRETE DEAD MAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
50
45
35
30
25
MILL AVE S
WATER PLAN & PROFILE
STA LO+00 TO STA L4+80
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE:
JANUARY 2021
W-394913
SHEET
W-25
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