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1-12" PLUG (MJ) W/THRUST BLOCK
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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.
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'STA 22+59.57 2.81' LT — — SS
1-12 x12 TEE MJxFL W HRUST BLOCK R/W
1-12" GATE VALVE (FLxMJ
W/THRUST BLOCK J L/
W/THRUST BLOCK LOC18 LF-
STA 23+82.75 3.44' RT
LF 12 1-12 x12 TEE MJxFL
W/THRUST BLOCK I
N 1-12' GATE VALVE (FLxMJ)
a � STA 22+21.57 5.95' LT 48 LF 12" DI
1-12 x12 TEE FLxFL W/THRUST BLOCK
1-12"x12" TEE MJxMJ) W/THRUST BLOCK L� OS
1-12" PLUG (MJ W/THRUST BLOCK
SHACKLE NEW TEE TO EX. GATE VALVE
W/FOUR 3/4" RODS SS _ _ STA 24+30.45 3.51' RT
STA 21+73.95 6.00' LT O - -1-12 x12 TEE FLxFL W/THRUST BLOCK
1-12 x12 TEE MJxFL W HRUST BLOCK O SD \ 0 3-12" GATE VALVE (FLxMJ)
1-12" GATE VALVE (FLxIMJ _
21+631J.89' LT) / \ \ SD�'�"' \ \
WATER LINE NOTES
AFIRE 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.
A44 NOT USED.
INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1 AND 1" PRESSURE
5 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.
A. PROTECT EXISTING HYDRANT.
INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320,1, RECONNECT TO
N IV W C
4 Q 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
COR STD PLAN NO. 340.5 SEE SHEETS IR1-IR6 FOR IRRIGATION PLANS AND
CON CTIO DEf S.
1 ALL EAD- AN OCK ER R S PLA NO. 30.4 N 1 WA
12 SHACKLE 12" VALVE, BENDS AND HYDRANT TEE TO BLOCK.
TEMPORARY 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
3 INSTALL DEAD -MAN BLOCK PER COR STD PLAN N0. 330.4 ON EXISTING 12"
14 WATER AND SHACKLE EXISTING NORTH 12" VALVE TO BLOCK BEFORE
INSTALLATION OF NEW 12" WATER MAIN IN NE 10TH STREET AND BEFORE FINAL
CONNECTION TO EXISTING 12' WATER MAIN.
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2 LKM 1 4 17 DID ","H: J. BEAN
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FcisrERE 1 MAM tt/t7/ta DID
f D. DEKOEKKHKAT IULL
S�NA ENG 2�1211g NO. REVISION BY DATE APPR PA 0R0NGY
P. DE BOLDT
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72 LF 12- PI
5
44
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+30. 8 66.42' LT6 T E MJxFL
ATE VALVE (FLxMJ)
PL G (MJ) W/THRUST BLOCK
T 24+50.87 (66.42' LT)
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R/W
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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.
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.
�H=oMww�3,ss„ CITY OF
DATUM
RENTON
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
Q1
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
SCALE
20 0 20 40
FEET
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
WATER PLAN
�B0/2016
WP4
7- 54 9•