HomeMy WebLinkAboutW-419908NOTES
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12" W
565ZONE W
17+00
PER COR STD 300.4
SEE NOTE 2
(1)-12" SLEEVE, (MJ)
12" DI SPOOLS AS REQUIRED
STA 17+812.73, 1.94' LT
(1)-12" 45° BEND, (MJ)
(1)-THRUST BLOCK
STA 17+92.75, 8.28' RT
(1)-12" 45° BEND, (MJ)
(1)-THRUST BLOCK
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.
390
370
360
350
340
330
I Ir`IAkI AI 1 ni rAAIIAIn Tr C`TIAIn ALIf1
MUM11VVI1 LA V kJVJ LVIVL) YY
AFTER COMPLETION OF NEW 12"
W (1)-6" CAP, (MJ)
(1)-12" GV, (FLxMJ)
(1)-12" ADAPTER (FLxMJ)
(1)4' GV, (FLxMJ)
(2)-6" 45° ROTATED BEND, (MJ)
0(1)
6" SLEEVE, (MJ) 2
THRUST BLOCK C330
UIRED
V'x5'x2' DEAD MAN
ABANDON EX 6" (565 ZONE)
W AFTER COMPLETION
OF NEW 12" W
STA 21+05.99, 42.18'
- — (1)-6" CAP, (MJ)
(1)-2" TEMP 1
♦ RI nw—nFF ACCFkARI Y 1
0 11+
STA 21+04.32, 10.40' RT
APPROX 53 LF 6" DI
CONNECT TO FIRE
SPRINKLER SERVICE
(1)-12%6" TEE, (FLxFL)
(1)-6" GV, (FLxMJ)
(2)-12" GV, (FLxMJ)
(1)-THRUST BLOCK
0 0
0
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EX 6 (565—........... _ _ _ 1
o EX 2" GAS ZONE) W _ _ — — — — — — — —
_---_--- 156 LF
EX DB — ------ 47LF
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...... ....... ...... ...... ....I...... ...ABA I NDON EX 8 ................ ................�B.... ......
EX 12 W (435 ZONE) W
r C114
JEFFERSON AVE NE
ROW (COMMERCIAL ACCESS) ROVE
18+00
18+40
0 10'
20' 40'
1 inch
= 20 ft. HORZ
0 5'
10' 20'
1 inch
= 10 ft. VERT
18+80 19+20 19+60
20+00
20+40
20+80
AS -BUILT 04199
1 AS —BUILT 10 10 23 RVEYED: SCALE:
HORIZO�Nf� N D 1983%1991
DESIGNED:: AS SHOWN
BG
DRAWN:
DC, JYL ONE INCH DATUM
CHECKED: AT FULL SCALE
CB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJE
21+20
W-419908
• CITY OF
RENTON
Planning/Building/Public Works Dept
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
w w WATER < 12"
�W�W� WATER > 12"
Fs Fs FIRE SERVICE
N VALVE
THRUST BLOCK
li FIRE HYDRANT
SLEEVE
0-
I • E POLYPIGGING STATION
FLAG NOTES
(1 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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• Call 811 �d 'p, 4ISTER�'� 1601 5th Avenue, Suite 1600 1-
® two business days ��`rs10NAL ���tie Seattle, WA 98101 (1)
before you dig 206.622.5822 z
10/16/2023 www.kpff.com
CITY OF RENTON 11/15/2022
RENTON SUNSET GARDENS SELDBOOK: z
OFF -SITE WATER MAIN IMPROVEMENTS PAM I1NG N0 O
C300 z
WATER UTILITY PLAN & PROFILE - NE 10TH ST SHEET: =11,Er