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SEE SHEET C-6.13
FOR
CONTINUATION
W
N
n
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I
365
360
355
350
345
340
335
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
T PL HE,= 3 `� _-- i qS�TA 33+1727, 1.52 T STING 16" Cl
a'1 NC ' asa- _ _ _ 2 4 BFNCE HYDR T ASSEMB Y' / EXISTING 8" Cl
TR _ - - - - - - _ _ G �\ (435 ZONE) WM (565 ZONE)
1 - 12' ' TEE FLxFL -:`6 LF 12" DI WM
ti TA. 30+32.21, 2d 4' RT �0p�16 �4 Tx�A,1 19LF 12" DI WM 2 LF 8" DI WM
i 63 LF 1 ' DI WM HARRINGT 6 K Nt�"� 4'la 6" AA VALVE (FL 1J) 46 LF 12"/DI h
so SO So so so Sro o 'jE - B c,
s s f O 12° MJ) ADAP R
(1) CONCRETE BLOC G 31+DO 32+00 33+00 °y 34+00
N Irse'e zs alQN RF R_I�TF I(IfKING__� 1
w w w w wr�-w w�
_ v INGJON -PLACE N w �
�y 1 REMOVE EXISTING HYDRANT"�o
AFTER MAIN HAS BEEN STA. 33+61.41' RT \�
STA. 32+18.97, 1.76' RT ABANDONED BY CITY CREWS. 22.5* .5' B D
STA. 31+14.93, 2.02' RT (1) 12"x2" TAPPED TEE (MJxFL) REMOVE VALVE AND VAL " \ o
(1) CONCRETE BLOCK 0 '
(1) 12"x2" TAPPED TEE (MJxFL) (1) 2" GATE VALVE BOX FOR HYDRANT V STA. 3333+70
STA. 3.25, 2.19' RT (1) 2" GATE VALVE (1) CONCRETE BLOCKING 11.25' BEND (MJ F
HYDRANT ASSEMBLY (1) CONCRETE BLOCKING
(1) CONCRETE BLOCKING (FOR FUTURE WATER SERVICE
PER COR STD. PLAN 310.0 (FOR FUTURE WATER SERVICE TRANSFER TO EXISTING METERS) \ o \
(1) 12"A" TEE (MJxFL) 6 1 TRANSFER TO EXISTING METERS) CONNECT TO EXISTING WATER MAIN > ✓ o
(1) 6" GATE VALVE (FLxMJ) (1) 8"x8" TEE (FLxFL)
(1) CONCRETE BLOCKING (3) 8" GATE VALVE (FLxMJ)
vi
STA. 31+07.65, 2.03' RT (1) 8' DI SPOOL
(1) 12" GATE VALVE (FLxFL) (1) 12"x8" REDUCER (MJxMJ) +u`
(1) CONCRETE BLOCKING s h
CONTRACTOR SHALL POTHOLE AND
CONFIRM DEPTH AND LOCATION OF
EXISTING UTILITIES AND NOTIFY
ENGINEER PRIOR TO CONSTRUCTION
CONNECTION PER CDR STD PLAN
300.4.
CONNECT TO EXISTING 8°
L,
WTJ IN NE 12TH STREET
L,
8"x8" TEE (FLxFL)
STA.33+8T.6T
-
L. L. EL=350.26
EXISTING GRADE AT OF ROAD
'I. 'I.
',.
I,.
6.,. LF 12" DI WMM
9 LF 12" DI WM
PROVIDE. ETHAFOAM BLOCKING
FOR LESS THAN 1
1
------------ ---
i
',. '..
-SEP -
12 LF 12" DI WM
-
----.
63 LF
----. -_-_-.
12" DI WM
----. ----. ----.
120
DI WM
--- 'a
----. --_-__
---
209 IF
STA. 33+62.5
ryry
26 LF 12" DI WM
12"x6" (FLxFL)
EL=349.55
rl 2 LF 8°
B
STA. 33+17 27
22.5' BEND (MJ)
DI WM
1 OUR
----..
--------------
--_-_- -_-_-_
---.--.EL=34858
T CONCRETE BLOCKING O --.
----. --_-
12" GATE VALVE (FLxFL)
ELA349.984.07
STA. 31+07.65
PROVIDE ETHAFOAM BLOCKING
3
12"x8" MJxMJ
12"x12° (FLxFL)
EL-344.83
FOR LESS THAN 1.5' UTIL SEP
REDUCER
STA. 30+10.63
12"x6" (MJxFL).__
EL=334.25
STA.
30+30.60
STA. 30+43.25
2
--PROVIDE ETHAFOAM BLOCKING
----- ---- ----
-----
---- --- -
STA. 33+70.45---
TORE 24" ----
SEE SHEET C6.13
EL=344.05
EL-344.11
FOR LESS THAN 1.5' UTIL SEP
EL=349.88
WM XING
45'
BEND (MJ)
LOW POINT
11.25' BEND (MJ) I
STA. 33+72.01
(1)
CONCRETE BLOCKING
'.,. (1) CONCRETE BLOCKING'...
EL=346.37
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29+80 30+00 30+40 30+80 31+20 31+60
KEY
TOP
UTILITY
CIA
DEPTH TO
TOP UDL
APP. IE
BOT UTILITY
CIA
DEPTH TO
BOT UDL
APP. IE
VERT.
CLEARANCE
Oj
STORM
12"
44"
345.08
WATER
6"
50"
344.08
0.50'
Q2
STORM
8"
70"
345.88
WATER
12"
76"
344.38
0.50'
Q3
WATER
1 12"1
61°
1 347.46
1 STORM
1 8"
67"
346.29
0.50'
Call 811
• two business days
before you dlg
N0.
32+DO 32+40
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
REVISION
32+80
BY I DATE I APPR
KEY PLAN �� NTS
REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES
REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES
NOTES
1. THE NEW 12" WATER MAIN SHALL BE INSTALLED, TESTED AND ACCEPTED
AND THE EXISTING SERVICES ALONG HARRINGTON PLACE NE SHALL BE
TRANSFERRED TO THE NEW 12" WATER MAIN PRIOR TO ABANDONMENT OF
THE EXISTING 8° WATER MAIN.
2. THE CONTRACTOR SHALL COORDINATE THE TRANSFER OF EXISTING WATER
SERVICES TO THE NEW 12" WATER MAIN WITH CITY WATER CREWS UPON
ACCEPTANCE OF THE NEW 12' WATER MAIN. SERVICE TRANSFER WILL BE
DONE BY CITY WATER CREWS AFTER THE NEW 12" WATER MAIN IS
ACCEPTED AND OPERATIONAL.
3. THE EXISTING FIRE HYDRANT SHALL REMAIN IN OPERATION UNTIL THE NEW
120 WATER MAIN AND FIRE HYDRANT ARE ACCEPTED AND OPERATIONAL.
THE EXISTING FIRE HYDRANT, HYDRANT VALVE, AND VALVE BOX SHALL BE
REMOVED AFTER ABANDONMENT OF THE EXISTING 8" WATER MAIN. THE
REMOVED FIRE HYDRANT SHALL BE SALVAGED TO THE CITY WATER SHOPS.
THE GROUND WHERE THE HYDRANT IS REMOVED, SIDEWALK, CURB, AND
ROADWAY SHALL BE RESTORED TO MATCH EXISTING CONDITIONS.
LEGEND
PROPERTY LINE/ RIGHT OF WAY LINE
CENTERLINE
SANITARY SEWER
® SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
SEWER STUB
• WATER
N GATE VALVE
CONCRETE THRUST BLOCK
Y HYDRANT
r MECHANICAL JOINT / CAP
FsFIRE LINE
BLOW OFF
�f PIV
33+20 33+60 34+00 . FDC 5-A 17810
Y 6.
`;� oe "ANniFEd
i4°M1� '
0 10 20 ao
1 Bch = 20 f. HORZ 1601 5th Avenue, Suite 1600
�d'Cpff
0 25 5 10 o�RACxSTBR�`{Q� Seattle, WA 98101
93(ONAL W6f 3N.633.5822
1 inch = 5 ft. VERT 3/11/2022 w .kpff.cnm
M" AS NOTED °' � `^ °'�CITY OF
% FENTON
�� DATUM
Planning/Building/Public Works Dept.
365
360
355
350
345
340
335
CD
Ld
W-417810
R-417886
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
lsippo 04/07/2022 N%
WATER UTILITY 4p
Igafour 04/07/2022
SOLERA
2842 NE SUNSET BLVD °°®°"'
RENTON, WA 98056
WATER AND SEWERC6.15
H NRRINGTON PL NE PLAN AND PROFILE 86 43
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