HomeMy WebLinkAboutW-387502NW U SEC 9, T 23 N, R 5 E, W.M.
STA 14+91.13 33.82'LT 6
1-12" CAP (MJ)
STA 13+95.58 13.79' LT \ W/THRUST LOCK
1-12 x6 TEE MJxFL 10 LF 6' DI _ STA 15+04.53 6.03' RT /
1-6" GATE VALVE (FLxMJ) \ -- STA 1 04. 4' BEND MJxMJ
1-12" PLUG (MJ) W/THRUST BLOCK W/THRUST BLOCK
1 ST� 14+04 1'LT)
h0' SUNSET LANE NE n `STA 15+25.76 5.80' RT
_ 1-12 11-1 4' BEND MJxMJ SS
�(x / \ASS / 42 LF 12" DI S �W/THRUST BLOCK 1 STA 16+08.21 (12.59'LT) ,
aQ 0 gg
10
R/W 9 M \ 3g
ss
1, 46 LF 12" DI SS R/W
� \ W
130 LF 12" DI �l \ SS - -
STA 16+21.65 11.51' LT
STA 13+25.24 13.48' LT 1-I2 x6 TEE MJxFL
1-12 x6 TEE MJxFL Sr STA 14+47.75 7.33' RT R/W /1-6 GATE VALVE (FLxMJ)
(
1-12' PLUG (MJ) W THRUST BLOCK ° / 1-12" PLUG (MJ) W/THRUST BLOCK
1-6" GATE VALVE FLxMJ)
1 � 1-12 11-1 4' BEND MJxMJ S
s
W/THRUST BLOCK 21 LF 12" DI �Q
/ 23 LF 12" DI LEGEND
8 LF 6" DI � / � 41 LF 12" DI LF 12" DI `� \ % �
R/W STA 14+04.78 5.8T RT _� - 8 G 5/ \ ��
/ 24 LF _ _ 1-1 11-1 4' BEND MJxMJ - 50 LF 12" DI of \
S " - W/THRUST BLOCK `gym Q y/ WATER LINE PIPE
/ STA 15+77.72 5.66' RT
STA 13+18.26 1 1-12 11-1 4' BEND MJ MJ /
10 LF 12" DI
(14.09'LT) AX � I do �Y A W/THRUST BLOCK A SS SANITARY SEWER PIPE d0 STA 13+95.64 6.10' RT \
31 LF 2" DI
Os 1-12 x12 TEE MJxFL W HRUST BLOCK �� �� S SD STORM DRAIN PIPE
1-12" GATE VALVE (FLxMJ STA 14+95.46 7.32' RT
C 1-12 x12 TEE MJxFL W HRUST BLOCK /
\ \ 33 LF 12" DI 1-12" GATE VALVE (FLxMJ) �� XO - - W - - WATER LINE PIPE (EXISTING)
ti liN� -
20 LF c STA 13+61.33 3.1T RT �`� 185 LF 12" DI ` (EXISTING)
-SS- SANITARY SEWER PIPE
S 23 LF 12" DI 1-12 22-1 2' BEND MJXMJ / STA 16+09.76 4.96' RT STORM DRAIN PIPE (EXISTING)
T 12" \ /THRUST BLOCK 1-12 4 11-1 ' BEND MJxMJ - -SD- -
% 27 LF �S s W/THRUST BLOCK
3X� 12" DI v 16 LF PIPE REMOVAL
\ STA 13+44.46 5.50' RT 11 LF 12" DI"
S \ 1-12 x12 TEE FLXFL W HRUST BLOCK i �� Q1 WATER LINE NOTE
3-12" GATE VALVES (FLxMJ) ,STA 16+21.16 5.75' RT
O G�\ 1-12 GATE
TEE MJxFL W HRUST BLOCK ❑� CATCH BASIN TYPE 1 STA 13+24.0 6. T 1-12" GATE VALVE (FLxMJ
U 1-12 02 TEE MJxFL W HRUST BLOCK \ �G ® CATCH BASIN TYPE 2 WITH GRATE
GI/A 1-12" GATE VALVE (MJxFL ^ Q.
CATCH BASIN TYPE 2 WITH SOLID LID
BIORETENTION FILTRATION UNIT
GENERAL NOTES WATER LINE NOTES ® SANITARY SEWER MANHOLE
1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY Q FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1. FIRE HYDRANT
CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE
PIPE RUN. N GATE VALVE
CAP AND ABANDON EXISTING WATER MAIN.
2. ALL MJ FITTINGS AND VALVES SHALL HAVE MEGALUGS 2 }"-[ T-1 BEND
(OR APPROVED EQUAL) RETAINER GLANDS IN ADDITION VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER
TO CONCRETE BLOCKING.
3 CITY OF RENTON STD PLAN 300.6. FTi TEE
A. NOT USED. ► THRUST BLOCK
A5INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1 AND 1" PRESSURE ❑ REDUCER
REDUCING VALVE IN METER BOX PER CDR STD PLAN NO. 340.5. RECONNECT
TO EXISTING PRIVATE WATER SERVICE LINE.
6Q 2" BLOW -OFF PERMANENT ASSEMBLY PER CITY OF RENTON STD PLAN 340.1. 3 CAP
PLUG
QCONNECT TO 12" EXISTING WATER MAIN PER CITY OF RENTON STD PLAN 300.5. :13 DEAD -MAN BLOCK
A8
RELOCATE EXISTING 4" POST INDICATOR VALVE AND 1' DCVA AND RESET
EXISTING HYDRANT. CITY OF RENTON TO RELOCATE 1.5" DOMESTIC WATER METER
AND 1" LANDSCAPE METER.
APROTECT 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
COR STD PLAN NO. 340.5 SEE SHEETS IR7-IR6 FOR IRRIGATION PLANS AND
CONNECTION DETAILS.
12 INSTALL SHACKLE DEAD-MAN
12" VALVEB ENDS AND DRHYDRANTSTDPLAN TEE NO. 330.4 TO BLOCK. ON 12" WATER. RECORD DRAWING SCALE
THIS RECORD DRAWING WAS PREPARED USING
ACONNTEMPORARY 12" PLUG (MJ) W/THRUST BLOCK ON NEW 12" WATER. FINAL
ECTION TO BE MADE AFTER COMPLETION OF 12" WATER LINE IN NE 10TH INFORMATION PROVIDED TO CONSULTANT AND 20 0 20 40
A
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED FEET
STREET.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
INSTALL DEAD -MAN BLOCK PER CDR STD PLAN NO. 330.4 ON EXISTING 12"
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
14
WATER AND SHACKLE EXISTING NORTH 12" VALVE TO BLOCK BEFORE
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INSTALLATION OF NEW 12" WATER MAIN IN NE 10TH STREET AND BEFORE FINAL
INFORMATION SHOWN.
0EK0
F
CONNECTION TO EXISTING 12' WATER MAIN.
of AS
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KEY MAP
CALL 2 BUSINESS DAYS BEFORE YOU DIG PeYteet JAIN 1"-20 aoM"' CITY OF CITY OF RENTON
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ of aeaaz E� �� B� " DATUM
0
RENTON SUNSET LANE NE IMPROVEMENTS
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 ss/ONA �ENG\� t21tg Pq"ED. DEIN.EI IOEK Piannlny/Banding/Pubic Works Dept.
Seattle, Washington 98104 2� N0. REVISION BY DATE APPR A P. of ao oT WATER PLAN
�B0/2016
WP2
52 a.9,