HomeMy WebLinkAboutW-387503/ 1=
5` W/
9 STA 18+81.71
1-12 11-1
W/THRUST BLOCK
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W
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W
o Q 40 IQ" 12" DI d+
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W STA 18+14.26 (20.02' LT) 1
Z
10 LF DI
07
/ 5y
/ STA 18+05.87 19.56' LT /
1-12 x6 TEE MJxFL
1-6" GATE VALVE (FLxMJ) /
1-12" PLUG (MJ) W/THRUST BLOCK /
/
29 LF"t2� DI
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STA 18+58.57 5.65' RT
1-12 11-1 4- BEND M
W/THRUST BLOCK
SS i
R/W
5y ss J
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'GATE" (FLxM,
20 LF 12" DI
STA 19+4'
/ 1-12 2222-
I— W/THRUST
/ STA 18+37.34 6.02' RT
/ 1-12 11-1 4- BEND(MJ)
W/THRUST BLOCK
17 LF 12- �l
/ 1 1-12" GATE VALVES
L 6 LF 12" DI I Ij
SETA 5.79' RT
1-12 11-1 4' BENDki
W/THRUST BLOCK
7 LF 12" DI I II
STA 18+05.84 (6.00' RT)
1-12"002" TEE (MJxFL) W/THRU
1-12" GATE VALVE (FLxMJ)
185 LF 12" DI
GENERAL NOTES
1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY
CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE
PIPE RUN.
2. ALL MJ FITTINGS AND VALVES SHALL HAVE MEGALUGS
(OR APPROVED EQUAL) RETAINER GLANDS IN ADDITION
TO CONCRETE BLOCKING.
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
NW 1/ SEC 9, T 23 N, R 5 E, W.M.
m�x�
D MJxMJ _ — — SS — 1-6" GATE VALV,�,E (FLxMJ
STA 70+40.19 (8.02' LT)
STA 1 + 1' LT S
1-12 GA1I-MJ
/ R/W W/THRUST BLOCK _
41 LF 12"
DI
44 LF
j2 W
20 LF 12" DI
LF 12" DI
33 LF 12" DI
THRUST BLOCK
J i
i
10 LF 12" DI
52 3.98' RT
2' BEND MJxMJ
ILOCK /
j 34 LF 12"� DI /
STA 19+82.72 4.40' RT
_ 1-12 x12 TEE FLxFL
K 32R GATE VABLOCLVES (FLxMJ)
38 LF 12" DI —
STA 20+19.21 6.
1-12 1/2- E
y W/THRUST BLOCK
GAP/ F
40,
x0
88 LF 12" DI
/ 2STA
OGATE OVALVE 4MJxMJ
.O,C1
STA 70+48.09 0.17' RT v
J 155 LF 12" DI
WATER LINE NOTES
QFIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1
QCAP AND ABANDON EXISTING WATER MAIN.
A3
VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER
CITY OF RENTON STD PLAN 300.6.
A. NOT USED.
,A INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1 AND 1" PRESSURE
REDUCING VALVE IN METER BOX PER CDR STD PLAN NO. 340.5. RECONNECT
TO EXISTING PRIVATE WATER SERVICE LINE.
Q2" BLOW —OFF PERMANENT ASSEMBLY PER CITY OF RENTON STD PLAN 340.1.
QCONNECT TO 12" EXISTING WATER MAIN PER CITY OF RENTON STD PLAN 300.5.
RELOCATE EXISTING 4" POST INDICATOR VALVE AND 1' DCVA AND RESET
8 EXISTING HYDRANT. CITY OF RENTON TO RELOCATE 1.5" DOMESTIC WATER METER
AND 1" LANDSCAPE METER.
QPROTECT EXISTING HYDRANT.
INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1. RECONNECT TO
10 EXISTING PRIVATE WATER SERVICE LINE.
1-1/2" WATER SERVICE, 1-1/2" DCVA FOR IRRIGATION PER CITY OF RENTON
11 STD PLAN 320.2 AND 1-1/2" PRESSURE REDUCING VALVE IN METER BOX PER
CDR STD PLAN NO. 340.5 SEE SHEETS IR1—IR6 FOR IRRIGATION PLANS AND
CONNECTION DETAILS.
INSTALL DEAD —MAN BLOCK PER CDR STD PLAN NO. 330.4 ON 12" WATER.
12 SHACKLE 12" VALVE, BENDS AND HYDRANT TEE TO BLOCK.
QTEMPORARY 12" PLUG (MJ) W/THRUST BLOCK ON NEW 12" WATER. FINAL
13 CONNECTION TO BE MADE AFTER COMPLETION OF 12" WATER LINE IN NE 10TH
STREET.
14 INSTALL DEAD —MAN BLOCK PER CDR STD PLAN NO. 330.4 ON EXISTING 12"
WATER AND SHACKLE EXISTING NORTH 12" VALVE TO BLOCK BEFORE
INSTALLATION OF NEW 12" WATER MAIN IN NE 10TH STREET AND BEFORE FINAL
DEKG CONNECTION TO EXISTING 12' WATER MAIN.
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O 48442 p
\ �F�SNN� AENG�21t21t9
8 LF 12" DI
Vv
NN S� P 2
MP
m, 1 "=20'
M. xeo JAIN
J. BEAN ...,. ,.,..,,
xmD. DEKOEKKOEK
N0. REVISION BY DATE APPR PA P of aoLor
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
N.x=oMwwIF �3,ss„ CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
KEY MAP
LEGEND
W
WATER LINE PIPE
SS
SANITARY SEWER PIPE
SD
STORM DRAIN PIPE
— — W — —
WATER LINE PIPE (EXISTING)
— —SS— —
SANITARY SEWER PIPE (EXISTING)
— —SD— —
STORM DRAIN PIPE (EXISTING)
PIPE REMOVAL
Qi
WATER LINE NOTE
❑�
CATCH BASIN TYPE 1
®
CATCH BASIN TYPE 2 WITH GRATE
�O
CATCH BASIN TYPE 2 WITH SOLID LID
BIORETENTION FILTRATION UNIT
®
SANITARY SEWER MANHOLE
FIRE HYDRANT
N
GATE VALVE
I--[ T-I
BEND
134
TEE
►
THRUST BLOCK
❑
REDUCER
CAP
PLUG
DEAD —MAN BLOCK
000-�
SCALE
20 0 20 40
FEET
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
WATER PLAN
�B0/2016
WP3
sxE�. 539