HomeMy WebLinkAboutzW-3875Setw w
Q
z
z
U w
w z
a
a __J
I—
w
(n
z
(n
••
_ I� e
FE
•
frill
8 LF 12" DI I��'�•�.' i••' •�•i'
ff
W
W/THRUST
NW 1/ SEC 9, T 23 N, R 5 E, W.M.
W
.57 21.50' LT
BEND MJxMJ o
BLOCK g
STA 12+21
1-12" END
W/THRUST
R/W
F
— 50 LF 12" Dl-,ss,
� � I
—
BEGIN PROJECT
SS
SS SS !
SS
S-LINE STA 10+00
°
/
32 LF 12" DI
v�{I
O
TSL2+7
R
600' RT5N
R/W
MJ1-0
12 4
4
_....0
W/THRUST BLOCK I
STA 1S
STA 25+02.37 3.55' RT
I
W W 20 LF 12" DI
1
72 LF 12" DI O �I 1-12 22 1 2' BEND MJ_
S m W/THRUST BLOCK
O G
STA 12+21.50
MATCH LINE STA 24+75,
1-12"x12 GATE VI
SEE DWG WP4
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
UEKG
of As F
0
om
O \ 49442 E
O �F�SLNNA ENG�21t21t9
No.
_SS
75 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.
ANOT USED.
A5
INSTALL 1" WATER SERVICE PER CDR STANDARD PLAN 320.1 AND 1" PRESSURE
REDUCING VALVE IN METER BOX PER COR STD PLAN NO. 340.5. RECONNECT
TO EXISTING PRIVATE WATER SERVICE LINE.
A. 2" BLOW —OFF PERMANENT ASSEMBLY PER CITY OF RENTON STD PLAN 340.1.
ACONNECT 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
12 SHACKLEVALVE DEAD—MAN
BLOCK BENDS AND HYDRANTTE TO BLOC
CSTID DR ON 12" WATER.
A SHACKLE RECORD D RAWI N G
TEMPORARY 12" PLUG (MJ) W/THRUST BLOCK ON NEW 12" WATER. FINAL THIS RECORD DRAWING WAS PREPARED USING
13 CONNECTION TO BE MADE AFTER COMPLETION OF 12" WATER LINE IN NE 10TH INFORMATION PROVIDED TO CONSULTANT AND
STREET. CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
INSTALL DEAD —MAN BLOCK PER CDR STD PLAN NO. 330.4 ON EXISTING 12" THE INFORMATION WAS NOT INDEPENDENTLY FIELD
14 WATER AND SHACKLE EXISTING NORTH 12" VALVE TO BLOCK BEFORE VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
INSTALLATION OF NEW 12" WATER MAIN IN NE 10TH STREET AND BEFORE FINAL GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
CONNECTION TO EXISTING 12' WATER MAIN. INFORMATION SHOWN.
6V JAIN 1 "=20
— CITY OF
nxn'
�J. BEAN �� DATUM RENTON
D. DEKOEKKOEK Planning/Building/Public Works Dept.
REVISION BY DATE APPR PA P DE aoLoT sc.���aan"sr
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-1
BEND
134
TEE
►
THRUST BLOCK
❑
REDUCER
CAP
PLUG
DEAD —MAN BLOCK
",40
SCALE
20 0 20 40
FEET
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
WATER PLAN
�B0/2016
WP1
s.Uff °l
51 9,
NW 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
Ati
Uo
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,
/ 1=
5` W/
9 STA 18+81.71
1-12 11-1
W/THRUST BLOCK
0 \®
W
z Z ® c
W
o Q 40 IQ" 12" DI d+
a _J /
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
/
5
�Tcy
zz
F o cSTq
�A2,X00
i
STA 18+58.57 5.65' RT
1-12 11-1 4- BEND M
W/THRUST BLOCK
SS i
R/W
5y ss J
�/
'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.
o
o n
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
w w
a
z
z
U w
w z
a Q
a _J
I—
w
(n
z
(l)
R/W
171
STA
t-t
-t
\L
STA 21 +73.95 16.69' LT tT
1-12 x6 TEE MJxFL \
1-6" GATE VALVE (FLxMJ)
1-12" PLUG (MJ) W/THRUST BLOCK
y 14 LF 12" DI
i
10 LF 6"DI
z155 LF 12" DI
� W
A-
W / 55 /
Q _STA 21 +60
G INSTALL 2" WATER
Z SERVICE PER CDR
STANDARD PLAN 320.
1
�L STA 2.
(� 1112
53' L74
MJxMJ W HRUS
t c�
5�
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.
' e
� . t
37 LF
• ` t
_ t
t ,
�0
�-- 67 LF 12" DI
—SS-----ss—_ ��
'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.
0EK0
of As F
0
4 DID 1 19 13 DID ~P 1 "=20' z 3 DID 5 17 1 DID HEo A. FAIN
49442
2 LKM 1 4 17 DID ","H: J. BEAN
\ R p ��" CH-.
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
it
72 LF 12- PI
5
44
WZ '
V
e/'21
+30. 8 66.42' LT6 T E MJxFL
ATE VALVE (FLxMJ)
PL G (MJ) W/THRUST BLOCK
T 24+50.87 (66.42' LT)
Q
R/W
�J
�Q
�V
ZQ
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•
w w
z Z
n
w
w Z
Q
0
a _J
I—
n
w
(n
Ld
Z
Ld
N
0
0
cV
N
Ld
Z
J
0
Q
0
J
m
L
In
Z
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
0EK0
0
om
O 49442 O
EENG�21t21t9
No.
NW 1/ SEC 9, T 23 N, R 5 E, W.M.
cV 11 M
(' 130 LF 12" W
Lli
LLJ
0 �� } c Lo
+ SD
Q —
L, I
Ld R/W
Z \ STA 51 +00.38
J 1-12 x6 TEE
J
m
rl V) i
N
R/W / 2, Ld
Ld I
HARRIN ON AVE NE
W/THRUST BLOCK - r e °'
1-6" GATE VALVE (FLxMJ) STA 5045' BE 8.00'
� 1-12 45' BEND MJx
V 28 LF 12" DI W/THRUST BLOCK
WATER LINE NOTES
AFIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1
ACAP AND ABANDON EXISTING WATER MAIN.
/ I W/THRUST BLOCK
N %
5 LF 12"DI
I
I
A3
VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER
CITY OF RENTON STD PLAN 300.6.
A4 NOT USED.
A5
INSTALL 1" WATER SERVICE PER COR 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.
A2" BLOW -OFF PERMANENT ASSEMBLY PER CITY OF RENTON STD PLAN 340.1.
A7 CONNECT 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
COR 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.
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
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
CONNECTION TO EXISTING 12' WATER MAIN.
m, 1 "=20'
xeo� JAIN
J. BEAN OK ,WH ,
xmb. DEKOEKKOEKAT
REVISION BY DATE APPR "A P DE BOLDT
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
AT
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMION SHOWN.
x=oMww�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
QWATER
LINE NOTE
❑�
CATCH BASIN TYPE 1
®
CATCH BASIN TYPE 2 WITH GRATE
CATCH BASIN TYPE 2 WITH SOLID LID
BIORETENTION FILTRATION UNIT
®
SANITARY SEWER MANHOLE
FIRE HYDRANT
N
GATE VALVE
I--[ T-1
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
WP5
7M 55 ° s
w
z z
U EL.I
W z
a
a __J
I—
LL
(n
z
(n
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 1-800-615-9!
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
OEKG
of As F
0
om
O \ 49442 E
O �F�SNNA LENG�21t21t9
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.
QNOT USED.
A5
INSTALL 1" WATER SERVICE PER COR 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.
APROTECT EXISTING HYDRANT.
INSTALL 1" WATER SERVICE PER COR 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 IR7—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.
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
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
CONNECTION TO EXISTING 12' WATER MAIN.
mmxeoA JAIN
1. BEAN
nccxmb. DEKOEKKOEK
N0. REVISION BY DATE APPR ""A P DE BOLDT
1 "=20'
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
GUARANE THE ACCURACY OR COMPLETENESS OF THE
INFORMATETION SHOWN.
IF �x="Mww�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
QWATER
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
4/2016
WP6
56�9