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STA 22+65.68, 11.08' RT
(1)-12"x12" TEE, (FLxFL)
(3)-12" GV, (FLxMJ)
(1)-THRUST BLOCK
21 +60
RECORD DRAWINGS
THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED
FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE
CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING
THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE
ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE
FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE
ACCURACY OF THE INFORMATION PROVIDED BY THE
CONTRACTOR'S AS —BUILT REDLINES.
PROTECT MONUMENT
DURING REMOVE EX GV
CONSTRUCTION
ABANDON EX 4" (565 ZONE)
W AFTER COMPLETION OF
NEW 12" W
(1)-4" CAP, (MJ)
1\LI LI1uL uVI\U (.X. UV 1 ILI\ \./
AND CONCRETE SIDEWALK 5-4" DI SLEEVE
(1)-4" DI MJ CAP
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22+00 22+40
22+80
1 S,
0 10'
20'
40'
1 inch =
20 ft. HORZ
0 5'
10'
20'
1 inch
= 10 ft. VERT
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3 STA 25+74.08, 10.88' RT
C331 CONNECT TO EX 10" WATER MAIN
PER COR STD 300.3
(1)-10"x10" TEE, (FLxFL)
(3)-10" GV, (FLxMJ)
(1)-12"x10" REDUCER, (MJxMJ)
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23+20 23+60 24+00 24+40 24+80 25+20
A^1 S-.^" BUILT 04199
1 AS —BUILT 10 10 2 3 DAD° SCALE:
A HORIZON
AAL- NAD 1983/1991
DESIGNED: S SHOWN
BG
DRAWN:
DC, JYL ONE INCH DATU M
CHECKED: AT FULL SCALE
CB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
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REMOVE EX
VALVE
i KIRKLAND AVE
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25+60
W-419909
NOTES
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.1, 330.2 AND 330.3.
4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE
THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
AND C104 STANDARDS.
LEGEND
ROW LINE
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WATER < 12
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WATER > 12"
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FIRE SERVICE
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VALVE
THRUST BLOCK
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FIRE HYDRANT
SLEEVE
• [
POLYPIGGING STATION
WATER METER
390
FLAG NOTES
O1 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN
380 OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED
AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE
BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX �
HYDRANT TO BE REPLACED SHALL BE SALVAGED TO COR WATER SHOPS. z
370 W
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CITY OF
RENTON
Planning/Building/Public Works Dept
• Cal 1811 ISTER�'� 1601 5th Avenue, Suite 1600 LUJ
® two business days ��`rsIONAL Seattle, WA 98101 Cf)
before you dig 206.622.5822 z
10/16/2023 www.kpff.com
CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS mmD�: z
OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO. O
C301 z
WATER UTILITY PLAN & PROFILE - NE 10TH ST SHEET: 09 D'14 LU