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STA 50+82.54, 7.28' LT
FIRE HYDRANT CONNECTION
'-FIRE HYDRANT ASSEMBLY
1 REMOVE EX
FIRE HYDRANT
ABANDON EX 8" (435 ZONE)
W AFTER COMPLETION OF
NEW 12" W
(1)-8" CAP, (MJ)
II
STA 51 +10.88, 18.63' RT
(1)-4" CAP, (MJ)
(1)-2" TEMP BLOW -OFF ASSEMBLY
(1)-THRUST BLOCK
k-I)-4 UV, krLXMJ)
(1)-12" GV, (FLxMJ)
(1)-12" FLANGE ADAPTER (FLxMJ)
(1)-THRUST BLOCK
I - II 1 n I
NOTES
A 51 +43.28, 21.61' LT
i" WATER METER 1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC
INSTALL EX METER IN 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
W METER SETTER & METER DOCUMENT EX GRADE PRIOR TO CONSTRUCTION.
IX STA 53+54.17, 6.07' LT 3
CONNECT TO PRIVATE CONNECT TO EX 8" W �3O 2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
RVICE LINE (1)-12%8" TEE, (FLxFL) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
'A 51+50.68, 21.48' LT (1)-12" GV, (FLxMJ) 1100.
WATER METER (1)-12 FLANGE ADAPTER, (FLxMJ) 3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
'.W METER SETTER & METER ABANDON EX 4" (565 ZONE) (2)-45• ROTATED BEND, (MJ) COR STD. PLANS 330.1, 330.2 AND 330.3.
)X W AFTER COMPLETION OF -8 SLEEVE, (MJ) 4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
:CONNECT TO PRIVATE NEW 12" W (1) THRUST BLOCK LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
.RVICE LINE (1)-4" CAP, (MJ) UIRED MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED.
PLACE CURB & GUTTER AND - ------ (1)46'x2' DEAD MAN
►NCRETE SIDEWALK (TYP) 2• PIPE " �" 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE
P
DEFLECTIONS - P - - - MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE.
SAS SS P
SS SS
SSSS� 6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT -LINED (DOUBLE
Wmm w I 1 THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151
-r _ 1 AND C104 STANDARDS.
JEFFERSON AVE NE w 1
-�
(COMMERCIAL A ECC ECC SSA 80+0o LEGEND
STA 53+65.48, 6.57' LT
(1)-12" CAP, (MJ)
(1)-THRUST BLOCK
_ STA 53+42.41, 5.65' LT
CONNECT TO EX 4" FIRE SPRINKLER SERVICE
(1)-12"x4" TEE, (FLxFL)
(1)4' GV, (FLxMJ)
(1)-12" GV, (FLxMJ)
(1)-12" FLANGE ADAPTER, (FLxMJ)
�(2)- 4" 45• ROTATED BEND, (MJ)
-4" SLEEVE, (MJ)
_ � ,(1) THRUST BLOCK
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EX GRADE
EX DB _ _ -
EX
................................................. :................................................. :................................................. :..... ........................................... :................. ........ .............. ...... ........ ......... ......................... ............. ...... ........ � _.. r....-.............
111
-GAS — N
192 LF!
28 LF 1L
z
............................... ..................................................... 1.................................................:................................................,..,.. ;.......................
6 LF X 8" SS
PSE P IM Y B
8L I EX8"SS: Z `
5 LF 19 LF
NEW 6" SS N
.......................................................................................................................................................................................................................:.........................................:.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
6" ETHAFOAM
PAD.00
NE 10TH ST
EX12"SD IN
CONCRETE CASING
50+00
50+40
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.
50+80 51 +20
"00 0 10' 20' 40'
1 inch = 20 ft. HORZ
0 5' 10' 20'
1 inch = 10 ft. VERT
51+60 52+00 52+40 52+80
1 AS —BUILT 10/10/23 RVEYED:
DESIGNED:
BG
DRAWN:
DC, JYL
CHECKED:-
B
NO. REVISION BY DATE APPR APPROVED:
TJE
53+20
53+60
AS -BUILT 04199
SCALE:
HORIZO�Nf� HAD 1983/11991
AS SHOWN
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
390
•e
370
360
350
340
330
W-41991 0
• CITY OF
RENTON
Planning/Building/Public Works Dept
ROW LINE
w w
WATER < 12"
�W�W�
WATER > 12"
Fs Fs
FIRE SERVICE
N
VALVE
THRUST BLOCK
�i
FIRE HYDRANT
SLEEVE
1 • E
POLYPIGGING STATION
FLAG NOTES
O1 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN
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.
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1601 5th Avenue, Suite 1600
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Seattle, WA 98101
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before you dig
206.622.5822
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10/16/2023
www.kpff.com
CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS SELDBOOK: z
OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO:
WATER UTILITY PLAN & PROFILE - C302 z
JEFFERSON AVE NE (COMMERCIAL) SHEET: 0l
10 14 �