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UNIT LOT NUMBER
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N GATE VALVE
1 CONCRETE THRUST BLOCK
SS SS SEWER MAIN
0 SANITARY SEWER MANHOLE
► FLOW DIRECTION ARROW
NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
v UUNNLU I I U tXIS I INU SLVVLK MAIN 5 I Ub
3. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR
STD PLANS 330.1, 330.2 AND 330.3
4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF THE PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE
6. WATER MAIN SHALL BE RJ CLASS 52 DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT.
"FIELD-LOK" GASKETS ARE NOT PERMITTED
7. ALL ROADWAYS IN VARYING WIDTH UTILITY AND ACCESS EASEMENT
UNLESS OTHERWISE NOTED.
8. CONSTRUCT POLY PIGGING STATIONS AT CONNECTIONS TO EX. WATER
MAINS PER STD PLAN 300.7.
• Call 811
• • two business days
before you dig
�D�
11UU UK AF'F'KUVLU LIJUAL. FIELU LUUK UASKE 15 AKE NU I F'EKMI I I EU.
10. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND ELEVATION OF
SEWER AND WATER MAIN EXTENSION POINTS OF CONNECTION, AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
11. WATER PRESSURE EXCEEDS 80PS1. INDIVIDUAL UNIT PRV'S ARE REQUIRED
DOWNSTREAM OF ALL DOMESTIC WATER METERS (PER COR STD. PLAN
340.4)
12. DOUBLE CHECK VALVE ASSEMBLY (DCVA) REQUIRED DOWNSTREAM OF ALL
INDIVIDUAL UNIT METERS PER COR STD 340.8.
13. ALL SIDE SEWERS SHALL BE 6" PVC SDR35 PER WSDOT STANDARD
SPECIFICATIONS 9-05.1(5) WITH 2% MIN SLOPE UNLESS INDICATED
OTHERWISE.
14. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER
MAINS (TYP).
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/20241
JSF
CHECKED:
MNF
BY
DATE
APPR
JSF
0 15' 30' 60'
1 inch = 30 feet
12/09/2025
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CONDITION OF APPROVAL:
EASEMENTS SHALL BE REVISED TO CORRECT DEFICIENCIES OUTLINED BY CITY OF
RENTON PER EXHIBIT PROVIDED BY THE DEVELOPMENT ENGINEERING PROJECT
MANAGER SENT TO APPLICANT VIA EMAIL ON 12/31 /2025
REVISED EASEMENTS SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING
PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION CLOSEOUT
SEM
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.knff.com
I gm
HORIZONTAL- NAD 19W/1991 CITY OF
11
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-436332 w-436301 s-436301
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
JValdez 12/18/2025 Ul r HBray 12/31/2025 U1
WASTEWATER UTILITY 'D
jstowell 01 /02/2026 L DATE.
SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD FIELDBOOK:
FADE
RENTON, WA 98056
DRAWING NO:
BLOCK C COMPOSITE UTILITY PLAN C7'00
SHUT:32 OF.55
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PLEASE SHOWN AND OBTAIN A 5-FT WIDE
EASEMENTAROUND THE HYDRANT
I
5': 5'
5'
LEGEND:
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UNIT LOT NUMBER
WATER MAIN
TEE
GATE VALVE
CONCRETE THRUST BLOCK
ss ss SEWER
0 SANITARY SEWER MANHOLE
► FLOW DIRECTION ARROW
CONDITION OF APPROVAL:
EASEMENTS SHALL BE REVISED TO CORRECT DEFICIENCIES OUTLINED BY CITY OF RENTON
PER EXHIBIT PROVIDED BY THE DEVELOPMENT ENGINEERING PROJECT MANAGER SENT TO
APPLICANT VIA EMAIL ON 1 2/31 /2025
REVISED EASEMENTS SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING PROJECT
MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION CLOSEOUT
• Call 811
• • two business days
before you dig
SURVEYED:
ZLN
DESIGNED:
MDR
2
CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL
JSF
12/8/2025
JSF
1
CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL
JSF
08/31/2025
JSF
DRAWN: RAG
0
CIVIL CONSTRUCTION PERMIT
MDR
05/27/2024
JSF
CHECKED:
MNF
NO.
REVISION
BY
DATE
APPR
APPROVED:
JSF
0 15' 30' 60'
iiiw
1 inch = 30 feet
12/09/2025
REFER TO SHEET C7.00 FOR WATER & SEWER
CONSTRUCTION NOTES
11q3ff
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www_knff.com
I gm
HORIZONTAL- NAD 19W/1991 CITY OF
11
RENTON
ONE INCH 7DATUV
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-436333 w-436302 s-436302
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING AOV
�.
JValdez 12/18/2025 HBray 12/31/2025
WASTEWATER UTILITY
jstowell 01 /02/2026
DAM
SOLERA TOWNHOMES 05/30/202
2842 NE SUNSET BLVD FIELDBOOK:
PAGE
RENTON, WA 98056
DRAWING NO:
BLOCK D COMPOSITE UTILITY PLAN C7'0 1
sHUT:
33 OF.55
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SEE SHEET C7.11
FOR CONTINUATION
0
60 °
-
-PERMANENT �
9
STA 29 5.60 2.67' LT
STA 29 0 2.67' LT
STA 29+97.93, 5.00 LT
.61
6" (1) 45° END (FLxMJ)
PROPERTY " (1) EN C P (MJ) 0
I
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6 (1) 45 BEND (FLxMJ) II
LINE TYP (1) EN CONCRETE
(TYP) (1) 2" B.O. ASSEMBLY
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BLOCKING
L
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1"WATLLJ
ER > i ~
METER (TYP) > Q
360
355
350
345
340
335
330
325
R
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GRADE (TYP)
EXISTING PH1 GRADE
AT CENTERLINE
I
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S A 30+05.17, 5.00' LT
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(1) 6" GATE VAL E (FLxMJ)
(1) CONCRETE LOCKING
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STA. 29+15.89, 7.33' RT
RIM=344.75
8" IE OUT=335.88 (SE)
SSMH #1, 48"
STA. 30+63.74, 5.00' RT
RIM=342.40
8" IE IN=332.74 (NW)
CONNECT TO
EXISTING STUB
8" IE OUT=332.64 (SE)
PROPOSED GRADE
AT CENTERLINE
4' MIN
(FOR 12")
5 LLF12"DIWM(Rn
o rvt JJ L 1.50%
CONNECT DIRECTLY TO STUBBED
EXISTING 12" WATER MAIN
STA 30+62.50
EL=337.32
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29+20 29+60 30+00 30+40 30+80
• Call 811
• • two business days
before you dig
31+20
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
CONDITION OF APPROVAL:
ALL GATE VALVES SHOWN IN RED SHALL BE ADDED TO PLAN VIEW
APPLICANT SHALL SEND A REVISED PLAN TO THE DEVELOPMENT
ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION OF WATERMAINS
360
355
350
345
340
335
330
325
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/20241
JSF
F CHECKED:
MNF
BY
DATE
APPR
o:
JSF
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II III I;�■ ■ �� �■ 1 I�ii 'I
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KEY PLA ti
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
1
Water
6
341.1
Side Sewer
6
336.16
4.44
2
Water
6
340.8
Side Sewer
6
335.76
4.54
3
Water
6
340.52
Side Sewer
6
335.39
4.63
4
Water
6
340.23
Side Sewer
6
335.00
4.73
5
Water
6
339.02
Sewer
8
334.02
4.33
6
Water
6
338.81
Storm Drain
12
335.39
2.42
7
Water
12
337.52
Storm Drain
8
335.80
1.72
8
Storm Drain
12
334.66
Sewer
8
332.85
1.14
W@S�r
0 10 20 40
1 inch = 20 ft. HORZ
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 'f'pfy �`'EGISTEg���4 Seattle, WA 98101
1 inch 5 ft. VERT
�SSIONAL E206.622.5822
=
12/09/2025 www.kpff.com
SCALE:
HORIZOMA�N D 198385
/1991 • CITY OF
RENTON
UR
ONE INCH DATUM •
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND:
- -
PROPERTY LINE
CENTERLINE
- -
SANITARY SEWER
SS
SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
C
SEWER STUB
WATER
W
N
GATE VALVE
CONCRETE THRUST BLOCK
HYDRANT
E
MECHANICAL JOINT / CAP
BLOW OFF
04
PIV
®
UTILITY CROSSING
w-436303 s-436303
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY w M L11
VELOPMENT ENGINEERING
JValdez 12/18/2025IVINB HBray 12/31/2025
WASTEWATER UTILITY
jstowell 01 /02/2026
SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD FIELDBOOK:
RENTON, WA 98056 PEE
DRAWING N0:
WATER AND SEWER PLAN & PROFILE ALLEY A C7. 1 O
SHEET:OF:
34 55
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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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°
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RIM=344.41
CD
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8" IE IN=335.17 (NE)
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Q
Q
8" IE IN=335.17 (NW)
m
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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
co M
M M
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
O M
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
a
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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(2) 12" GATE VALVE (FLxMJ) (TYP)
(1) 12" TO 6" REDUCER (FL)
[4 40 (1) 6" GATE VALVE (FLxMJ) 40 45 44
(1) CONCRETE BLOCKING
___1 L_
FE
K MM
365
360
355
350
345
340
335
330
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 C7.15 FOR CONTINUATION
W I
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STA 49+04.37, 5.17' RT
(1) 12" TEE (FL)
(2) 12" GATE VALVE (FLxMJ)
(1) 12" TO 6" REDUCER (FL)
(1) 6" GATE VALVE (FLxMJ)
(1) CONCRETE BLOCKING4,
STA 49+56.26, 5.17' RT
(1) 22.5- BEND (MJ)
(1) CONCRETE BLOCKING
STA 49+60.95, 9.86' RT
(1) 22.5° BEND (MJxFL)
(1) CONCRETE BLOCKING
40 50
I
SD.
SD
o
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00
M
v
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-
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REMOVE EX CAP
w
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TING
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STA 49+65.50, 9.8
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II
(1) 12"x6" TEE (MJxFL)
II
(1) 6" GV (FLxMJ)
(1) FIRE HYDRAN
ASSEMBLY
PER COR STD PLAN
310.1, 310.2 & 310.3
(1) CONCRETE BL
CKING
1 2"-POLYPIG STATION
PER STD PLAN
NO. 300.7
II
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CD
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ww
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62
------------
------------
0
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163 LF 12'' DI WM RJ
CONNECT DIRECTLY TO STUBBED
SS @ 2.5 M 58
0
EXISTING 12" WATER MAIN
79 LF 8" PVC
ETA 50
151 LF 8,, PVC
SS @ 1.69%
64 66
EL=345.205.20
43
56 57
60
63 65
ASSEMBLY
FIR12"x
47 49
53
54 55
59
12"x 12" TEE (FLxFL)
6HTDEEANT
STA 49+60.49
42
48
52
50
61
STA 49+04.37
EL=345.14
45 46
SSMH #5, 48"
EL=344.42
220 HORIZONTAL BEND (MJ)
STA. 48+15.50, 4.84' LT
SSMH #6, 48"
(1) CONCRETE BLOCKING
44 12"x 12" TEE (FLxFL)
RIM=349.63
STA. 48+94.37, 4.84' LT
11 LF 12" DI WM
STA 47+41.79
8" IE IN=340.40 (NE)
RIM=351.21
STA 49+50.49
EL=341.26
8" IE IN=340.40 (NW)
8" IE IN=342.49 (NW)
EL=345.01
8" IE OUT=340.30 (SW)
8" IE IN=342.49 (NE)
220 HORIZONTAL BEND (MJ)
8" IE OUT=342.39 SW
1
CONCRETE BLOCKING
N
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47+60
48+00
48+40
48+80
49+20
• Call 811
• • two business days
before you dig
49+60
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
50+00
365
360
355
350
345
340
335
330
FIRE HYDRANT ASSEMBLY
12"x 6" TEE (MJxFL)
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
42
Water
12
341.51
Sewer
8
338.76
2.08
43
Storm Drain
12
344.08
Water
12
341.35
1.73
44
Storm Drain
12
344.12
Side Sewer
6
339.13
4.49
45
Water
12
341.19
Side Sewer
6
339.23
1.46
46
Storm Drain
12
344.59
Side Sewer
6
339.58
4.51
47
Water
12
341.67
Side Sewer
6
339.68
1.49
48
Storm Drain
12
344.68
Side Sewer
6
339.66
4.52
49
Water
12
341.75
Side Sewer
6
339.76
1.49
50
Storm Drain
12
345.15
Side Sewer
6
340.08
4.57
51
Water
12
342.22
Side Sewer
6
340.18
1.54
52
Storm Drain
12
345.54
Side Sewer
6
340.43
4.61
53
Water
12
342.61
Side Sewer
6
340.53
1.58
54
Storm Drain
8
346.29
Sewer
8
340.27
5.35
55
Storm Drain
12
346.26
Side Sewer
6
341.09
4.67
56
Water
12
343.34
Side Sewer
6
341.19
1.65
57
Storm Drain
12
346.78
Side Sewer
6
341.54
4.74
58
Water
12
343.86
Side Sewer
6
341.64
1.72
59
Storm Drain
12
347.11
Side Sewer
6
341.85
4.76
60
Water
12
344.19
Side Sewer
6
341.95
1.74
61
Water
12
344.62
Sewer
8
341.65
2.30
62
Storm Drain
12
347.19
Water
12
344.47
1.72
63
Storm Drain
12
347.48
Side Sewer
6
342.29
4.69
64
Water
12
344.45
Side Sewer
6
342.39
1.56
65
Storm Drain
8
348.16
Sewer
8
342.47
5.02
66
Water
12
344.65
Side Sewer
6
342.70
1.45
44
1VAS4
I fL�'�f f
0 10 20 40 -
1 inch = 20 ft. HORZ
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 pay �`'EGISTEg���4 Seattle, WA 98101
1 inch = 5 ft. VERT �SSIONAL E��l 206.622.5822
12/09/2025 www.kpff.com
I I I SURVEYEZLN SCALE.
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DI: RAG
ONE INCH
MDR
05/27/2024
JSF
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
I APPROVED:
JSF
NAVD.19815
0
' , ' OF
RENTON
DATUV Planning/Building/Public Works Dept.
LEGEND:
- -
PROPERTY LINE
- -
CENTERLINE
SS
SANITARY SEWER
SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
C
SEWER STUB
W
WATER
N
GATE VALVE
CONCRETE THRUST BLOCK
HYDRANT
E
MECHANICAL JOINT / CAP
BLOW OFF
�j
PIV
®
UTILITY CROSSING
w-436305 s-436305
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
JValdez 12/18/2025 HBray 12/31/2025
WASTEWATER UTILITY
jstowell 01 /02/2026 1�ji
SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD FIELDBOOK:
RENTON, WA 98056 DRA
DRAWING N0:
WATER AND SEWER PLAN & PROFILE ALLEY B C7. 1 2
SHEET:36 OF.55
co
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0
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D SSMH #8
U i
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LU 50 00
w
LU a
LU
StA 50+34.50, 9.96' RT
CONNECT TO EXISTING 12" STUB
PER COR STD PLN 300.4
(1) 12"x6" TEE (FL)
r (1) 6" GV (FLxMJ)
I > I t N
(1) F.H. ASSEMBLY PER
( COR STD PLAN 310.1, 310.2 & 310.3 II
(1) CONCRETE BLOCKING
370
SSMH #8, 60"
365 STA. 50+33.37, 0.04' LT
RIM=352.96
8" IE IN=341.11 (N)
8" IE OUT=337.68 (SW)
I
360 + o
N O
N O
+
o
Q
= u MATCH EX -
355 w BACK OF
LUQ SIDEWALK
DEPTH
350 ±6.63' - -
FIRE HYDRANT ASSEMBLY -
12"x 6" TEE (MJxFL)
XIjIIX
_I
345
REMOVE EX CAF PER CGR
STD PLAN 300.4
ONNECT DIRECTLY TO STUBBED
EXISTING 12" W TER MAIN
340 SIT 50+34.5)0
EL=345.?0
PH 1 EX SSMH, 48"I
335
I cV I
co M
50+00
SEE SHEET C7.15 FOR CONTINUATION NW 1 /4 OF NW 1 /4 & THE NE 1 /4 OF NW 1 /4 SEC 9, TWIN 23 N, RG E 05 E, W.M.
STA 50+39.55
EL=345.20
22.50 VERTICAL &
HORIZONTAL BEND (MJ)
(1) CONCRETE BLOCKING
SSMH #9, 48"
STA. 50+49.52, 5.00' LT
RIM=353.35
8" IE IN=341.55 (NE)
8" IE OUT=341.45 (S)
13 LF 12" DI WM (RJ)
rr
55 LF 12" DI WM (RJ)
47 LF 8" PVC SS @ 2.00%
0
\-STA 50+51.29
17 LF 8" PVC EL=347.48
SS @ 2.00% 22.5° VERTICAL AND
SSMH
#10.48"
STA.
50+96.48, 5.00' LT
RIM=354.52
8" IE
IN=342.59 (NE)
8" IE
IN=342.59 (NW)
8" IE
OUT=342.49 (SW)
II
N
�
O
O
O
o
C+
+
O
O
LO
W
co
U
CD
Lu
LU
J
Q
J
Q
;D HORIZONTAL BEND (MJ)
(1) CONCRETE BLOCKING
19 LF 12" DI WM (RJ)
81
__ 67 LF 12" DI WM (RJ)
12"x 12" TEE (FLxFL)
STA 51+06.48 75 LF 8" PVC SS @ 2.00%
EL=347.75
N ti N I` N
co M M M COLo M M M
50+40 50+80 51+20
CONDITION OF APPROVAL:
APPLICANT SHALL SPECIFY ON THE PLANS IF MH #8 IS AN
INSIDE OR OUTSIDE DROP
PLANS SHALL BE REVISED AND RESUBMITTED TO THE
DEVELOPMENT ENGINEERING PROJECT MANAGER FOR
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION
SEWERMAINS
STA 51 +73.06
EL=348.42
11.25" HORIZONTAL BEND (MJ)
(1) CONCRETE BLOCKING
CD
I` N
co cco
51+60
SSMH #11, 48"
STA. 51 +71.49, 5.00' LT
RIM=356.36
8" IE IN=344.19 (NE)
8" IE OUT=344.09 (SW)
-----+-------
l
54 LF 8" PVC
SS @ 2.00%
PROPOSED GRADE
AT CENTERLINE
EXISTING PH1 GRADE
AT CENTERLINE
70 LF 8" PVC SS @ 2.00%
SSMH #12, 48"
STA. 52+24.70, 5.22' RT
RIM=357.38
STA 51+91.37 8" IE IN=345.36 (N)
EL-348.60 8" IE OUT=345.26 (SW)
11.25" HORIZONTAL BEND (MJ)
(1) CONCRETE BLOCKING
co O� C0 CD N O�
O Lc3 O LO
ti ti ti
LO M U-) cM U-) U-) U-)
co co co co co
52+00 52+40
CON>ErT`j0 EXISTINQ,42"`STUB
/ ER CO ' TD PLN 300.4
�EMOVE EX CAP
(1) 12"x6" TEE
(1�6" GATE VALVnECOR
xMJ)
(1) F.H. ASSEMBLY
STD PLAN 3�, 310.1H
ie��1'YrTr n� � i�
�In
ti
co
M
co
SSMH #13, 48"
co
LO
STA. 52+95.21, 3.94' RT Q
RIM=357.54
cn
cn
8" IE IN=346.85 (NE)
0
=
8" IE OUT=346.75 (S)
LU
J
III
J
31 LF12"DI
WM (RJ)
Q
a
- - - FIRE HYDRANT ASSEMBI-
12"x 6" TEE (MJxFL)
--------
370
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
LEGEND:
- -
PROPERTY LINE
CENTERLINE
- -
SANITARY SEWER
SS
0
SANITARY SEWER MANHOLE
FLOW DIRECTION ARROW
C
SEWER STUB
WATER
W
N
GATE VALVE
CONCRETE THRUST BLOCK
CONDITION OF APPROVAL:
WATER METER LOCATIONS SHALL BE RELOCATED OUTSIDE OF DRIVE AISLE FOR ALL UNITS
PLANS SHALL BE REVISED AND RESUBMITTED TO THE DEVELOPMENT ENGINEERING
PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO WATER METER INSTALLATION
365
SSMH #15,
8"
STA. 53+62
07, 5.00' RT
RIM=356.7
8" IE OUT=
47.98 (W)
360
MATCH EX
BACK OF
WALK
355
rWi +I
23 LF 8" PVC \-38 LF 8" PVC
SS @ 2.00% SS @ 1.50%
D95 96
SSMH #14, 48"
STA 52+95.84
EL-349.65 STA. 53+22.35, 3.07' RT
45° BEND (MJ) RIM=357.31
(1) CONCRETE 8" IE IN=347.41 (E)
BLOCKING 8" IE OUT=347.31 (SW)
STA 53+21.89 CONNECT DIRECTLY TO STUBBED
EL=349.91 EXISTING 12" WATER MAIN
45" BEND (MJ) STA 53+68.80
(1) CONCRETE BLOCKING EL=350.37
LO � N OLO I`
Lf") C_ LO LO LO LO U-)Lf�
M COco co M co co
52+80 53+20 53+60
ID
TOP UTILITY
BOTTOM UTILITY
CLEARANCE
(FT)
NAME
SIZE (IN)
IE
NAME
SIZE (IN)
IE
aWater
a
12
348.8
Sewer
8
343.84
4.29
9Storm
9
Drain
12
351.26
Sewer
8
343.99
6.60
95
Water
12
349.51
Sewer
8
347.01
1.83
96
Storm Drain
12
351.92
1 Sewer
8
347.17
14.08
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/2024
JSF
CHECKED:
MNF
BY
DATE
APPR
APPROVED:
JSF
350
345
340
335
1VASgI
0 10 20 40
1 inch = 20 ft. HORZ
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 'f'pfy �EGISTi4'! 4`t�4 Seattle, WA 98101
1 inch = 5 fl. VERT �SSIONAL l 206.622.5822
i HYDRANT
MECHANICAL JOINT / CAP
BLOW OFF
►tj PIV
® UTILITY CROSSING
ID
TOP UTILITY
BOTTOM UTILITY
CLEARANCE
(FT)
NAME
SIZE (IN)
IE
NAME
SIZE (IN)
IE
68
Storm Drain
12
349.42
Sewer
8
337.95
10.80
69
Storm Drain
8
349.94
Sewer
8
338.05
11.22
70
Storm Drain
12
349.65
Side Sewer
6
339.03
10.12
71
Water
12
346.29
Side Sewer
6
339.13
6.66
72
Q
Storm Drain
12
349.75
Side Sewer
6
339.37
6.80
73
Water
12
346.67
Side Sewer
6
339.47
9.99
74
Storm Drain
12
349.96
Side Sewer
6
340.03
9.43
75
Water
12
347.45
Side Sewer
6
340.13
6.82
76
Water
12
347.77
Sewer
8
339.95
7.15
77
Storm Drain
12
350.01
Water
12
347.72
2.29
78
Storm Drain
12
350.17
Side Sewer
6
340.86
8.81
79
Water
12
347.83
Side Sewer
6
340.96
6.37
80
Storm Drain
12
350.47
Side Sewer
6
341.85
8.12
81
Water
12
348.13
Side Sewer
6
341.95
5.68
82
Storm Drain
12
350.66
Side Sewer
6
342.47
7.69
83
Water
12
348.32
Side Sewer
6
342.57
5.25
84
Storm Drain
12
350.84
Side Sewer
6
343.14
7.20
85
Water
12
348.5
Side Sewer
6
343.24
4.76
86
Storm Drain
12
350.96
Water
12
348.62
2.34
87
Water
12
348.66
Side Sewer
12
343.73
3.93
88
Storm Drain
12
351
Side Sewer
6
343.63
6.87
89
Storm Drain
8
351.67
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A � D'R
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ONE INCH DATUM NQ*mff
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SCALE. DATE.
"°KRONA. NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
DESIGNED: O
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12/8/2025
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08/31/2025
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05/27/20241
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HORIZONTAL: HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD FIELDBOAR PAGE.
RENTON
0K:
RENTON, WA 98056,E N
ONE INCH DATUM •
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DocuSign Envelope ID 345B681 D-914F-4F2D-AB59-7C 192D3B78A3
5' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'
'B'
'C'
'D'
'E'
48 MH
48"
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" 1 D
60" MH
60"
8" MIN
6" MIN
1 42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED,
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
M PUBLIC WORKS '°-mob
R
- DEPARTMENT STANDARD SANITARY MANHOLE Martin PastuCAQ� 26/202
DATE
SANITARY SEWER STANDARD MANHOLE
NTS
12:
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
S�OA N06I
NVUOr 1SV3
RE N T O�N1111
SEWER �������Q,
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COVER & FRAME
PLAN VIEW
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16" (586mm)
DIA B.C. (SEE DETAIL)
25" DIA._
C635mm] 1"
3/4"25mm]
C19mm7
8 3/4" 2 1/2"
-- [222mm] [64mm]
TYP
COVER SECTION VIEW
26 112" DIA
[673mm]
25 1/4" DIA
C641mmI
1/4" (6mm) DIA C27mm]
NEOPRENE GASKET
f 6
[151 mm]
5/8" 23 3/8" DIA CL OPEN
116mm] 1594mm]
27 5/16" DIA
C694mm]
34 1/8" DIA
COVER BOTTOM VIEW
BLT SOC. (ALLEN HEAD)
5/8"-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1/4"
1 1/16"
C6mm]
C27mm]
C3mm]
[R3mm]
GASKET GROOVE DETAIL
C867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
V40
VPUBLIC WORKS PP" D:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1
Public WmYs Adminisnamr DATE
:12 PI
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
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WATER MAIN
EXISTING TEE, CAP, PLUG,
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
PUBLIC WORKS
DEPARTMENT
NEW DI WATER MAIN
TEMPORARY BLOCKING
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) LONG BODY DI SLEEVE (MJ)
NEW DI WATER MAIN
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO Cl PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 300.4
CONNECTION TO WATER MAIN APPROVED:
EXISTING TEE OR END LINE CAP I
DATE
CONNECTION TO WATERMAIN
MANHOLE FRAME AND COVER 2 EXISTING TEE OR END LINE CAP 3
NTS - NTS C7.10,`C7.12,, C7.13
V
w-43631 1 s-43631 1
S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
Jq)ff �Valdez 12/18/2025 '_� HBray 12/31/2025
• Call 811
39847 1601 5th Avenue, Suite 1600
• • two business days �o�, �ECISTEg�� 4 Seattle, WA 98101 WASTEWATER UTILITY
before you dig SSIONAL E��l 206.622s822
www.kpff.com jStowell 01 /02/2026
12/09/2025
SURVEYED:
SCALE. DATE:
HORIZONTAL HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL JSF 12/8/2025 JSF DESIGNED:MDR 2842 NE SUNSET B LV D FIELDBOOK:
/ / DRAWN: RAG RENTON RENTON, WA 98056 WING NO:
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL JSF 08 31 2025 JSF
0 CIVIL CONSTRUCTION PERMIT MDR 05/27/2024 JSF CHECKED:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. C7.20
IF NOT ONE ISEWER & WATER DETAILS NCH
NO. REVISION BY DATE AP P R APPROVED:S F SCALE ACCORDINGLY SH�40 OF. 55
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J r - IN UNIMPROVED ROW,
O w INSTALL METER BOX
d AT PROPERTY LINE WITH
/i
^ a 1" COPPER TAILPIECE
MAIN
SIDEWALK
FINISHED GRADE 9" TO 12" a�
" TD 30
22 �/2° 1
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
OA
CORPORATION STOP
OB
TUBING
OC
METER SETTER
OD
WATER METER
OE
METER BOX
OF
COUPLER AND PLUG
OG
GRAVEL
z
FI
w CITY PRIVATE
d y
O
a PIPING PIPING
I
I
I
I
I
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARM ORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
1 1/4" WASHED GRAVEL
• PUBLIC WORKS
�. DEPARTMENT
FROM METER TO BUILDING
NOTE:
1. WHERE THE PRV ASSEMBLY IS INSTALLED ON AN EXISTING SERVICE, THE EXISTING SERVICE SHALL BE CUT AND NEW COPPER TUBING
AND BRASS FITTINGS SHALL BE INSTALLED AS REQUIRED.
MATERIALS
OPRESSURE
REDUCING
PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600XL SERIES OR EQUAL (FNPT)
VALVE ASSEMBLY
OB
PIPE
BRASS NIPPLE (MNPT), LENGTH TO FIT
OC
SHUTOFF VALVE
BRONZE BALL VALVE, ZURN WILKINS 850XL SERIES OR EQUAL (FNPT)
OD
BEND
90- BRASS BEND (FNPT x PACK JOINT)
PIPE
TYPE "K" SOFT COPPER TUBING, LENGTH TO FIT
OF
BEND
90- BRASS BEND (PACK JOINT x PACK JOINT)
OG
BOX AND LID
13N24" BOX AND LID, CONCRETE POLYMER OR HDPE
�H
GRAVEL
1i/4" WASHED GRAVEL
OI
PVC PIPE
PVC NIPPLE, LENGTH TO FIT
STD. PLAN 320.1
APPROVED: • PUBLIC WORKS
1" WATER SERVICE '• ` DEPARTMENT
6/28/2023
Martin Pastucba DATE
Public WorWAdmin"tratar
INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY (RESIDENTIAL)
STD. PLAN - 340.4
INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY (RESIDENTIAL)
NTS
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
DATE
w
Z
J
< >-
LL W
00
DIRECTION OF FLOW
O 3"
E1.1 O (MIN.)
I
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
/
Q 3"MAX.
Z_ 00 Z_
O O
6"MIN.
o �o
O
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
o 3 " TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a PUBLIC WORKS
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
3/4" TO 2" DOUBLE CHECK
VALVE ASSEMBLY
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/2024
JSF
CHECKED:
MNF
BY
DATE
APPR
APPROVED:
JSF
NTS
12/09/2025
90' BEND
CAP / PLUG
TEE
45' BEND
22 %2 BEND
11 Y40 BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PS)
O
O
O
O
O
4"
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/M
NONE
6"
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
W.
200
7/(5)
5/(3)
4/(3)
2/(2)
1/M
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
12"
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
SOIL TYPE
MUCK OR PEAT
SOFT CLAY
SAND
SAND AND GRAVEL
CEMENTED WITH CLAY
HARD SHALE
SAFE BEARING LOAD (PSF)
0
1,000
2,000
3,000
4,000
10,000
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.2
PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2(
Marlin Pastuda DATE
wain worw Aemmtstmor
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.knff.com
HGRIZOWA N D 1983/1991 • CITY OF
RENTON
ONE INCH DATUM •
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
CONCRETE BLOCKING FOR
HORIZONTAL FITTINGS
NTS
vv-43631 5 s-43631 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY • DEVELOPMENT ENGINEERING
JValdez 12/18/2025 HBray 12/31/2025
Fmul
SOLERA TOWNHOMES
2842 NE SUNSET BLVD
RENTON, WA 98056
SEWER & WATER DETAILS
DATE:
05/30/202
PAGE:
DRAWING NO:
C7.24
SHEET:OF:
44 55
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