HomeMy WebLinkAboutW-4363043
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SEE SHEET C7.10 FOR CONTINUATION
6
5
EmilFMIII III
12
8
NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
SEE SHEET C7.14 FOR CONTINUATION SEE SHEET C7.17 FOR CONTINUATION
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3 4.90 3 4.90 1" WATER a?
(2) (1) 12" GATE VALVE (FLxMJ) . a STA 44+59.50, 5.17' RT „
1 12" TO 6" REDUCER FL I SIDE SEWER METER (TYP)
() ( ) (1) 12"X6" TEE (MJxFL) ;ERVICE TYP STA 45+86.47, co
(1) 6 GATE VALVE (FLxMJ) I (1) 6" GATE VALVE (FLxMJ) ( ) 5.1 T RT
(1) CONCRETE BLOCKING � I'' (1) F.H. ASSEMBLY PER COR (1) 12" TEE (FL)
Lu STD PLAN 310.1, 310.2 & 310.3 (2) 12" GATE VALVE (FLxMJ)
Q (1) CONCRETE BLOCKING - (1) 12" TO 6" REDUCER (FL)
0 58 (1) 6" GATE VALVE (FLxMJ) 55 54 52
EF
60 52 (1) CONCRETE BLOCKING 56
- _do��I-ISDt
SEE SHEET C7.10 FOR CONTINUATION
360
355
350
345
340
335 '
330
325
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SSMH #3, 48"
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STA. 45+11.41, 4.84' LT
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RIM=344.41
CD
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8" IE IN=335.17 (NE)
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8" IE IN=335.17 (NW)
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8" IE OUT=335.07 (SW)
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PROPOSED GRADE
18 LF 12" DI WM (RJ) I AT CENTERLINE
L 8 PVC SS @ 1.46 /o
--
----- F C26
--------------------
127 LF 12" DI WM (RJ)
SSMH #2, 4,3"
STA. 44+29.02, 4.84' LT
RIM-343.56
8" IE IN=333 87 (NE)
8" IE IN=333 87 (NW)
8" IE OUT=3 3.77 SE
CIA ti
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44+40
� 0
10 12 14
FIRE HYDRANT ASSEMBLY
12"x 6" TEE (MJxFL)
STA 44+59.50
EL=336.71
-12"x 12" TEE (FLxFL)
STA 44+41.35
EL=336.43
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M
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44+80
12"x 12" TEE (FLxFL)
STA 45+81.48
EL=338.56
EXISTING PH1 GRADE
20
WE
ray
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CIA
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VARYING WIDTH
UTILITY AND
ACCESS ESMT 1
(TYP)
52 51 51
AT CENTERLINE
0 4' MIN
6' MAX
-----------------------
-----------------
155 LF 12" DI WM (RJ)
153 LF 8" PVC SS @ 1.62%
SSMH #4, 48"
STA. 46+64.13, 4.84' LT
RIM=346.70
8" IE IN=337.75 (NE)
8" IE IN=337.75 (NW)
8" IE OUT=337.65 (SW)
360
355
350
345
----------- - -
---------------
340
ai
ao 335
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45+20
45+60
46+00
CONDITION OF APPROVAL:
ELEVATION OF WATERMAIN DOES NOT MATCH ELEVATION SHOWN ON SHEET C7.1 0
THE APPLICANT SHALL SEND A REVISED PROFILE OF C7.1 0 AND C7.1 1 TO THE DEVELOPMENT
ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION OF WATERMAINS
• Call 811
• • two business days
before you dig
46+40
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
46+80
330
325
KEY PLAN
NTS
REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON
WATER AND SEWER NOTES
REFER TO SHEET C7.00 FOR WATER AND SEWER
CONSTRUCTION NOTES
ID
TOP UTILITY
BOTTOM UTILITY
CLEARANCE
(FT)
NAME
SIZE (IN)
IE
NAME
SIZE (IN)
IE
9
Water
6"
338.62
Storm Drain
12
336.12
1.50
10
Storm Drain
12
338.7
Side Sewer
6
334.69
3.51
11
Water
12
336.81
Side Sewer
6
334.79
2.02
12
Storm Drain
12
339.09
Side Sewer
6
334.98
3.61
13
Water
12
337.13
Side Sewer
6
335.08
2.06
14
Storm Drain
8
340.18
Sewer
8
334.90
4.61
15
Storm Drain
12
339.43
Side Sewer
6
335.24
3.69
16
Water
12
337.40
Side Sewer
6
335.34
2.06
17
Storm Drain
8
339.95
Sewer
8
335.04
4.24
18
Storm Drain
8
340.63
Sewer
8
335.28
4.68
19
Storm Drain
12
339.93
Side Sewer
6
335.62
3.81
20
Water
12
337.76
Side Sewer
6
335.72
2.04
21
Storm Drain
12
340
Side Sewer
6
335.67
3.83
22
Water
12
337.85
Side Sewer
6
335.83
2.02
23
Storm Drain
12
340.91
Side Sewer
6
336.41
4.00
24
Water
12
338.51
Side Sewer
6
336.45
1.56
25
Water
12
338.9
Sewer
8
336.12
2.11
26
Storm Drain
12
341.60
Water
12
338.74
2.86
27
Storm Drain
12
341.42
Side Sewer
6
336.85
4.07
0Water
0
12
338.94
Side Sewer
6
336.95
1.49
29
Storm Drain
8
342.11
Sewer
8
336.72
4.72
0Storm
0
Drain
12
341.91
Side Sewer
6
337.25
4.16
31
Water
12
339.34
Side Sewer
6
337.35
1.49
0Storm
0
Drain
12
342
Side Sewer
6
337.32
4.18
33
Water
12
339.42
Side Sewer
6
337.42
1.50
34
Storm Drain
12
342.47
Side Sewer
6
337.71
4.26
35
Water
12
339.81
Side Sewer
6
337.81
1.50
36
Storm Drain
8
343.01
Sewer
8
337.53
4.81
37
Storm Drain
12
342.98
Side Sewer
6
338.13
4.35
38
Water
12
340.24
Side Sewer
6
338.23
1.51
39
Storm Drain
8
343.83
Sewer
8
338.17
4.99
40
Storm Drain
12
343.66
Side Sewer
6
338.69
4.47
41
Water
12
340.8
Side Sewer
6
338.79
1.51
LEGEND:
- -
PROPERTY LINE
- -
CENTERLINE
ss
SANITARY SEWER
0
SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
C
SEWER STUB
W
WATER
N
GATE VALVE
CONCRETE THRUST BLOCK
HYDRANT
E
MECHANICAL JOINT / CAP
BLOW OFF
►tj
PIV
®
UTILITY CROSSING
w-436304 s-436304
S IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WAS I
o WATER UTILITY DEVELOPMENT ENGINEERING
0 10 20 40 -
.1 JValdez 12/18/2025 HBray 12/31/2025
1 inch = 20 ft. HORZ
IST
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 �o��SIONAL E��1�Seattle, WA 98101 WASTEWATER UTILITYgiiij
1 inch = 5 ft. VERT 206.622.5822
12/09/2025 www.kpff.com jstowell 01 /02/2026
SURVEYED:
SCALE.
DESIGNED:
"°RiZOWA. NAD 1983/1991 Aogftk CITY OF SOLERA TOWNHOMES 05/30/202
O
JSF 12/8/2025 JSF MDR RENTON 2842 NE SUNSET B LV D �:
JSF 08/31/2025 JSF °R^"� ,�,� RENTON, WA 98056 DRAWING No
ONE INCH DATUM
MDR 05/27/2024 JSF CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C 7 .
IF NOT ONE INCH WATER AND SEWER PLAN & PROFILE ALLEY B
11
BY DATE APPR I APPROVED:SCALESCALE ACCORDINGLY SHEET* OF.
uF.55
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