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NOT LOCATED 20 LF TO DIP STA. 34+19.15, 25.33' Lr. A PORTION OF SECTIONS 29 & 30, TWP. 23 N., RGE. � 5 E., W.M ., CITY OF RENTON � _ � ,KING COUNTY,-WASHINGTON
�-)INSTALL NEW FIRE HYDRANT ASSEMBLY
` 254 LF 8" 0 DIP 3 1/ / �-' '
C E,�'/5j
+1 6
L, wATfR {{{{ I W � CONNECT TO EXISTING 6" VALVE.
16 LF 8"0 DIP
SEE TESTING & FINAL CONNECTION DETAILS #2 BELOW.
`L o / / 1
Ln
DEFLECT P PE Q Uj
I"jS I ---�
03 � I a� aW
/� o NOT LOCATED 60 LF 8"0 DIP j ♦�//��• / I W v
W I STA 34+21.48, 9.73' LT. S NOT LOCATED II I wJ I I I I EXISTING SWA I / / N N
J / r 236 LF 8' 0 DIP I y ' / w
1-11 1 4 BEND f (I I / o N W
Q U, 1-CONC. BLOCKING \ 0 ' W
LOCATE EXISTING 8" GATE VALVE REMOVE CAP PLUG I N > + 3 G'
i « _�
AND CONNECT TO PROPOSED WATERMAIN. ` I Q I ` ` _ _ — 170-� C)1 II ` I - -- C)
SEE TESTING & FINAL CONNECTION DETAILS # 1 BELOW. STA. 36+IR.13, 1.30'RT./ O ! 1 fl ♦♦^^ I - r
UTILITY TRENCH AND PAVEMENT RESTORATION ,�j vJ I
xoo DETENTION
STA 36+69.89. 0.39'RT. VAULT - .5` MIN. (`tYP)
1-8" x8" TEE (MJxFL)
I I
W 1-8" GATE VALVE (FLxMJ) _
a 1-GONG. BLOCKING 1 II I own MFF=125I I , 1 MFF=135 M =145 MFF=�51 Ill157 MFF 165
3 11 STA 40 I07.09, 12.84' LT.
o ` I v! 0 1-8" TEE (FL) t
'I 1h ` �+! _ 1 3-8' GATE VALVES (FLxMJ)
Il VOWICAL CROSS (MJxFL} FOR POLYPIGGING, l �� OW DIN ) 1-CONC. BLOCKING` DEFLECT WATER MAIN AS
x EXIST. 6" D.I. WATER SEE -. � 8 -' 1 l �/ �,� NECESSARY TO AVOID C8
\\-
`�' - I CE
ONE BOND FLANGE ON TOP WITH 2'TAP & f PLUG ` EXIST. C D.I. WATER I �� -'�1 3 � OF �� > — �
I I I � T
NEWT D.I. WATER ONE BLIND FLANGE ON BOTTOM �� I{ ��� ^� �ry�
ONE (MJ) PLUG WITH f TAP & f TEMP. BLOW -OFF r
10, TEMPORARY BLOCK ^�9+00 w _ j 41 00 ` I +00 ` 1 43+0jJ '
NOT LOCATED `�-► - - -! I -} 1 -' �- -' -1 ' I 1
STA 3$+34.15, 12.03' RT. - 12 .20
CAP AND ABANDON 1 22 1/2' BEND (MJ) o = 1 5. 0' ' ► , ' ' o
NOTES: EXIST. 6" D.I. WATER 1-CONC. BLOCKING
CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND NOT LOCATED
69 LF 0Io DIP
Q) VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START 13p/ / j/�/
o NOT LOCATED NOT LOCATED �
LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL NEW 8" D.I. WATER NOT LOCATED
44 Z �' ALIGNMENT OF THE EXISTING STUB- ` STA 39+00.28. 14.29' RT, 102 LF TO DIP / f STA 43+31.61, 13.0' LT.
0 o CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW W `-NEW FIRE HYDRANT ASSEMBLY 1-22 1 /2' BEND (MJ) NOT LOCATED S. 38TH CT.
1-CONC. BLOCKING STA 40+00,01. 12.02' RT. 325 LF TO DIP 1-8» CAP (FL)
LINE TO THE EXISTING STUB WITH D.I. SLEEVE AND D.I. SPOOL Q TO BE PROVIDED BY CITY 1-CONC. BLOCKING
[-� 0 3 I t -45' BEND (MJ) / 1-8" x8" VERTICAL CROSS (MJxFL) /
If
1-GONG. BLOCKING FOR REMOVAL OF POLY PIG
�, Z �� TESTING DETAIL # 1 o AFTER ALL IEStING, CLFMIING OF Pa-YPIG a� DISINFECTION. NOT LOCATED / / / / » /
w a REMOVE EXIST f" PIPES' FITTINGS & EXISITNG HYDRANT STA 40+06.83. 5.69' RT. SEE DETAIL, SHEET
AND CONNECT TO EXIST 9* GATE VALVE WITH 1-45' BEND (MJ) I
8' SLEEVES (MJ), HORIZONTAL BENDS AS NEEDED, 1-CONC BLOCKING
" AND INSTAIl NEW FIRE HYDRANT ASSEM8I.Y MFF 125 h�FF= 129 MFF= 136 MFF=143' / MFF=150
W
m q MFF�159 MFF= 65
m (PROVIDED BY THE CRY OF RENTON) /
Is FINAL CONNECTION DETAIL #1 ! ' I
�=: cm
a EXIST. 6" • �- N
D.I. WATER • a
100 � 00 00
n
4
40' 20' 0 40' 80'
SCALE: ; �= o, ORi z.
STA 43+32.52, 22.21' LT.
1-8" COMBINATION AIR/VAC VALVE ASS'Y
1-2" BLOW OFF ASS'Y
DOMESTIC
WATER METERS
LOT NO.
MFF
METER SIZE
12
125
3/4"
13
129
3/4"
14
136
3/4"
15
1 143
3/4"
16
150
3/41'
17
159
3/4"
18
165
3/4"
34
165
3/4"
35
157
3/4"
36
151
3/4"
37
145
3/4"
38
1 135
3/4"
39
1 125
3/4"
�z �'
o
180
N �;
_ o Z
�� EXIST. 6" Z
NEW 8 o a o x
WATER
i I �
o 0 o NOTE: FILL OR CUT AND COMPACT
o z o o ROADWAY PRISM TO FINISH GRADE PRIOR
o 6 6 0 —
co o TO EXCAVATION FOR WATERMAIN INSTALLATION.
180
NOTE: INDIVIDUAL PRESSURE REDUCING VALVE
W
D.I. WATERI. W
—
L a o
(PRV) REQUIRED DOWNSTREAM OF EACH DOMESTIC
i
N N o =
M '
M o
METER FOR STATIC PRESSURE ABOVE 75 PSI,
VERTICAL CROSS (MJxFL) FOR POLYPIG ANG, W Q � it �
SEE DETAIL, SHEET 8 Z I (nm W ��
a n W Q a II
W - rn cn W
OR BELOW MFF=173
ONE BOND FLANGE ON TOP WITH TTAP & T PLUG
= J ONE BOND FLANGE ON BOTTOM
10- o z NZo
ONE (MJ) PLUG WITH f TAP & 2" TEMP. BLOW -OFF
11 TEMPORARY BLOCK
Z M !3 < R
Z W NOTES: a4a I
- U
W 160 CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND I
VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START
LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL
ALIGNMENT OF THE EXISTING STUB.
CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW
LINE TO THE EXISTING STUB WITH D.I. SLEEVE AND D.I. SPOOL
TESTING DETAIL 12
m
s
W
3 CONNECT TO EXISTING
o
140 CAP AND ABANDON 6" VALVE WITH:
� EXIST. 6" D.I. WATER 1-45- BEND(MJ)/BLOCK
0- g'xg* REDUCER (MJxPE)
fr SLEEVE & SPOOL
a X�. EXIST, 6"
NEW 8" % D.I. WATER
D.I. WATER
m
120 FINAL CONNECTION DETAIL #2
APPROXIMATE
EXISTING GRADE
�� V
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100 U !
!
S. 38TH ST.
CD cep 00 (V
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35+20 36+00 36+80 37+60 38+40 39+20
r • •�
PROPOSED CE GRADE'
DEFLECT WATERMAIN
2 1 /2' MIN. PER
18'PIPE SECTION
MIN. 6" SPERATION
3' MIN
COVER
JIM 109
NOT LOCATED
\--45' VERTICAL BENDS AT
CROSSING
PROVIDE BLOCKING
MIN. 6" SEPERATION
S. 38TH CT.
h N cfl v -
M M o0 00 00 � I�
O 00
M O `I n Ln
40+80 41 +60 42+40
160
�P
®EM
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+20 43+60
NED OCT 2 8 2005
J
KEY MAP
NOT TO SCALE
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Cal 2 Working Days Before You Dig
1-800-424-5555
Utlities Underground Location Center
(ID.MT.ND,OR,WA)
REVISIONS
NO,
DESCRIPTION/DATE
BY
1
PER RENTON
COMMENTS 7/9/03
ESM
2
REVISE WATER MAIN
LOCATION ON
RL
S- 38TH CT-
3
AS-BUILT-01/21/04
ESM
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JOB NO.: 994-001-001
DWG. NAME: AS-WA-01A
DESIGNED BY
REM
DRAWN BY:
KM8
CHECKED BY:
DATE: 1/21/04
DATE OF
PRINT
WA-01A
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