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SEE SHEET C-6.15 FOR CONTINUATION
EkXISTING 8 D I II °I
1435, ZONE) s
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25
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.
SEE SHEET C6.12 FOR CONTINUATION I
( STA. 21+43.10, 33.35' LT 240 LF 12" DI WM-
TEMPORARY BLOW OFF 1I
PER COR STD 340.2
52 LF 12° DI NM N1TH 4' COVER UTILITY
(1) DEADMAN BLOCK, SEE DETAIL 20/06.35 EASEMENT
STA. 22 8.18, 0. -
SS Be IE = 337.68 (1) CAP (MJ) =STA. 16+97.3 2.05' L q
0 2.00% (1) 12"x12" CROS FLxFL)
30 LF 12" D WM SSCO _ (4) 12D GATE VALVE ( MJ)
CONTRACTOR TO
OTHOLE r
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AND FIELD VERIFY
MISTING 15.0'
4
- GAS LINE INVERT.
SSMH A7
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15 LF 12' DI WM
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109 LF 1 " DI�WM 21+00
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CAP- END -OF -SEWER- BEFOT
--HARRINGTON-CENTEV
STA. 1g+971
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WM 565 ZONE ffffff+++J��jjjj
OSTA.20+00.00 I2' o
45 DEGREE BEND I(MJ)
(1) CONCRETE BLOCKING d�
REMOVE EXISTING 12" 9J F?F
AND BLOWOFF. I
CONNECT NEW 12""WATER
MAIN PER CDR ST) PLAN
300.5 1I
365
360
355
350
345
340
335
330
3
15 0' I 83 LF 12" DI WM e
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2
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of _o e a D"
TA. 0+33.6310.0 SSCO
45' BEND (MJ) 15.0' 15.0'
SSMH4
(1) CONCRETE BLOCKING N -
ARRINGTON PL NE STA. 30+11.30, 21.31' RT L _ UTILITY EASEMENT
NE 11TH STREET STA. 20+19.89, 11.85' LT STA. 21+43.10, 33.33' RT O3 D
(1) 12"02° TEE (FLxFL) SS 8" IE = 337.36 TEMPORARY BLOW OFF
GATE VALVE (FLxMJ) 0 2.00% CDR STD 340.2
STA. 21+43.09, 0.00' 52 L ° DI WM W1TH 3' COVER
(1) 12"x12" CROSS (FLxFL) (1) DEADM LOCK, SEE DETAIL
- 30 LF 12° DI WM 3Sp (4) 12" GATE VALVE (FLxMJ) (1) CAP (MJ)�
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APP
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SEE SHEET C6.11 FOR CONTINUATION
SSMH A. 48"
STA. 17+07.34,
8.00' RT
SS.,, H 7 48"
I,. L,. RIM=353.66
'.. '..
'..
STA. 21+33.181
10.00' LT
8" IE IN=336.32
(NE)
I..
RIM=352.04
8"..IE IN=336.32-(NW)
PROPOSED
GRADE AT OF ROAD
8° IE IN=337.21
(NE)
8° IE IN 336
(SE)
8' IE IN 336.47(SW)
8° IE OUT-3332
6.22 (SW).
EXISTING GRADE AT q OF ROAD
80 IE OUT=337.11
(SE)
g -
- - -
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MATCH EXISTING
-
------'�-
- - ------ -
---
STA. 21+64.04
- - - -
-
EL=349.67
Be SO XING _
75LF 12" DI WII
83 LF 127 DI WM
15 LF 12" DI WM 109 LF
12° DI WM
1
_.
_. 12"x12°
STA. 21+26.02
STA. 22+28.18
30 LF 12° I WM
EL 348.96
12°x12" (FLxFL)
EL=347.81
1„
z
STA. 20+33.63
18"''. SO XING
'',, STA. 21+43.10
'', STA. 22+18.08
.
EL 344.35
EL=345.20
EL=342.99_-.
F
-
45e BEND (MJ)
-- 12" SO XING
_.
18" SO RING
(1) CONCRETE BLOCKING
105 LF Be C9D0 PVC SS 0 0.75%
CONNECT DIRECTLY TO
'',. 12°x12" (FLxFL)
_. .EXISTING 12" WATER MAIN STAB-20+19.89
STA. 20+00.52
',, EL=344.27.
45' BEND (MJ)
120 SO XING
EL=344.84 '',,
',, SEE SHEET',, C6.15
SEE SHEET I..C6.15
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20+00 20+40 20+80 21+20
21+60 22+00
22+40
1
CNIL CONSTRUCTION PERMIT
JON
103/12/211
JET
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
TJP
09/03/21
JET
CNIL CONSTRUCTION PERMIT RESUBMITTAL
TJP
12/14/21
JSF
Ca 811day
a3
two busillness s
before you dig
N0.
REVISION
BY
DATE
APPR
365
360
355
350
345
340
335
330
2
KEY PLAN
NTS
KEY
TOP
DIA
DEPTH TO
APP. IE
BOT UTILITY
CIA
DEPTH TO
APP. IE
VERT.
UTIUTY
TOP UTIL
BOT UTIL
CLEARANCE
Q1
WATER
1 120
1 490
348.05
1 STORM
1 8"
1 73"
1 346.55
1 0.50'
REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND
WATER NOTES
REFER TO SHEET 06.02
AND C6.10 FOR SEWER AND WATER
NOTES
LEGEND
- - -
- PROPERTY LINE/ RIGHT OF
WAY LINE
-
CENTERUNE
SANITARY SEWER
®
SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
SEWER STUB
•
WATER
N
GATE VALVE
CONCRETE THRUST BLOCK
Y
HYDRANT
r
MECHANICAL JOINT / CAP
ES
FIRE LINE
BLOW OFF
PIV
• FDC S-417808
W-417808
R-417884
MEOW
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WA,4y��4C�
i4°M1�"o N DEVELOPMENT ENGINEERING WASTEWATER UTILITY
0 10 zo aDIT msippo 04/07/2022 O JStowell 04/04/2022 O
1 inch = 20 11 HORZ sell, I6015th Avenue, Suite 1600
o RACISTBR� Seattle, WA 98101
0 25 5 m �9NfONAL'` WATER UTILITY
306.6II.6622
1 inch - 5 H-YERTH-PERT 3/11/2022 w JcpTf.cam a0afour 04/07/2022 '
M". AS NOTED °" "'°'°"^°°' CITY OF SOLERA
RRI FENTON 2842 NE SUNSET BLVD °°®°"'
RENTON, WA 98056
�� DnruM Planning/Budding/Public Works Dept. WATER AND SEWERC6.13
NE 11TH STREET PLAN AND PROFILE 84 43
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