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D SSMH #8
U i
SD SD n
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
Sewer
8
343.51
7.49
90
Storm Drain
8
351.53
Water
12
348.70
__ ::I
1.83
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
12/09/2025 www.kpff.com
OHDRZMA N D1983ag
/1991 • CITY OF
A& AR
lRuff
RENTON
DATUM
Planning/Building/Public Works Dept.
�r
w-436306 s-436306
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
(D
WATER UTILITY DEVELOPMENT ENGINEERING
01
FJValdez 12/18/2025 HBray 12/31/2025
WASTEWATER UTILITY
jstowell 01 /02/2026
DATE:
SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD . OK:
PAGE
RENTON, WA 98056 PAGE
DRAWING N0:
WATER AND SEWER PLAN & PROFILE ALLEY C C7.13
sHEEr:37 oF:55
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