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A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
SEE SHEET WS-06 202+28.31, 23.22' MATCHILINE A
STA. 262 1 2F.66, 25, 20%+35,21, 24.91 *
RT. ^-
f. i 19 H. -0
-2" AIR VAC. ASSEMBLY #9A, TYPE 1-�8 21
5-� ISTA. LT. PAD
0 HIGH POINT
SEE SHEET WS-06 I
.......... .10 EL. =402.75
....... ...... x L.F.
..... . . . ....... 8"0 PVC S.S./
124
STA. 202+12.67, 4.14 51 4D L.F. 8"0 PVC S.S.
N 20
4 1-8- 45- SEND (MJ) _x
PAD CONC. THRUST BLOCKING 10' SEWER
EASEMENT
EL.=405.25 9 >1 E �4L8"01 1,
% S.S.M.H.
PAD 4.8 00 EL.=403.75 202+79.31, 4.88'
Ix
8 S.S.M.H. #6, TYPE 1-48"0 128 L.F. 8- D.I. W.M. 22
STA. 292DO4.42, 2.83' LT. PAD
PAD
EL. 401.75 202+01.37, 1.9W,,
EL.=401.75
04
0 L.F. S"O PVC S.S.
D.I. W.M.
7 3/4" WATER SERVICE 25 L.F. 8" 100
"I I \ I ... ...- I �
E =400
PER DETAIL 320 1 (TYR)
L 75 XOO
0. N 10' MINIMUM
MAINTAIN W �>IA, 45' +B END RT. HORIZONTAL SEPARATION
\177 1-8" 45* BEN J) BETWEEN WATER AND SEWER
U) 169 L.F. 8"0 CONIC. THRUST BLOCKING
PAD
"Pvc S.S. 15
W 23 EL.=400.75
w L HAI)
x
% EL.=403.75 S.S.M.H. #8, TYPE 1 -48"
�STA.-12_ LT.
A21 I 4A Q q A
L.F. 5 D.I. W.M.
x0� 37 O.J, X110
x30 201+93.71, 9.07'
14 StA, 20 4 193.29, 9. 69' RT.
PAD STA. 201+95.11, 10.09' RT.
EL.=402 . 75 2-8- GATE VALVE (FLxM 0
1-8. TEE (FL)
N 1 ADAPTER (FLxMJ)
CONC. THRUST BLOCKING
201+66.71, 23.33'
STA. 201,67.12, 25.T5' RT.
1-5 1/4- FIRE HYDRANT ASSEMBLY
PAD FLANGE ELEVATION = 402.45 13
x3r10 EL.=400.75 402.13 PAD
S.S.M.H. #4
SHEET WS-02
7 x
00,
< 11
SEE SHEET WS-03
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1 503,
PUBLISHED ELEVATION = 401.012 FEET.
SEE SHEET HC-01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
TBM 100 EXISTING RR SPIKE UP OX ON W. FACE OF POWER POLE,
ELEVATION = 411,79 FEET
TBM 101 EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
ELEVATION = 410.21 FEET
Cd 2 Wmft Data Wore You N
-
1-800 424 AOA-
5555
6 Udifift Underground Location Center
5�
s I (IDMTNDORWA)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
z
201 -�20
E
201+67.09, 11.33' l_�=401.25
153 L.F. 8"0 D.I. W.M. STA. 201 !6;4_66. 4lil.90' RT.
1-6" GATE VALVE (FLXMJ)
1-8x6 TEE (FLXMJ)
CONC. THRUST \BLOCKING
10
PAD dly
EL. =398.75 12
NOTE,
FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL SHEET DT-05. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH MIN. 0 29" MIN. SLOPE.
op o0 olio CD 00 00 0l a .r 0 'D 0
AS-BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS-CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERAL ACCEPTED PROFESSIONAL ENGINEERING
AND/O SR;VrG P�A,91`ICE.
/
JON k,
�E ROPOSED STORM DRAIN 4_
F
"M =
394.79 I.E.
394.77 If
394.54 I. .
201+60
1.95'
1-4
FW
Lso
6 IN
6 IN
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
Re]
JOINT UTILITY
TRENCH
OX
00
SEE SHEET
WS-05
24
PAD
EL.=400.25
PAD
EL.=399.75
25
SEE SHEET WS-05
of pin C61
O
3' MINIMUM COVER PROPOSE I
D PROPOSED
GRADE 0 STORM DR
RIM
*95.66 409.83
MIN. FF
ELEV.
i RIM
499-7.5 401.79
DOWNSTREAM
S.S.M.H.
1 RIM =
I.E.
395.59, 6-:
IN NW 390.42
N395.08
I.E.
393.;Ig, 8:'0!
IN JW?l 393.60
I.E. =
I.E.
396.29, 8"
OUI
1
I.E.
393,63, 8'0
E) 393.27
1
1' I.E. =
REVISION
ESM /312
ESM ,;�
�11
'
/3;7 :2.1
ESM 0 L/2
ES �1!2/L2 El
ESM 102/24/2014
BY I DATE I APPR
20' 10' 0 20' 40'
1"=20' HORIZ.
SCALE: 1"=10* VERT.
I w
z
z
0
z
KEY MAP
WATER NOTES:
1. FILL AND COMPACT ROADWAY
PRISM To FINISH GRADE PRIOR
TO EXCAVATION FOR THE
WATERMAIN INSTALLATION.
2. ALL TRENCH RESTORATION
SHALL BE PER THE CURRENT
CITY OF RENTON TRENCH AND
STREET OVERLAY DETAIL.
20 SS STUB
N:180392.73
E:1311782.83
123 L.F. 8 "0 PVC S.S. EXTEND TO PROPERTY
LINE & CAP FOR
FUTURE EXTENSION
21
1 SEWER
/ EASEMENT
22
MATCHLINE A
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
7
401.75
394.26
391.42
S.S.M.H. #4
8
402.75
394.32
392.20
S.S.M.H. #4
10
399.75
391.53
390.97
S.S.M.H. #4
11
401.75
394.15
392.14
S.S.M.H. #4
14
403.75
394.58
393.20
S S.M.H. #6
15
404.75
397.16
395.07
S S.M.H. #9
19
404.75
398.50
395.39
S.S.M.H._#8
20
403.75
399.08
394.32
S. S.M.H. 8
21
403.75
398.74
392.84
S S.M.H. #8
22
402.75
397.00
389.07
S S.M.H. #8
23
401.75
396.00
386.76
S. S. M. HL._L8_
1 24
1 401.25
387.26
386.76
S. S. M. H. L8_
� 426 L.F., 8-0 S.S. a S = 0.006 FT./FT.
STUB S'S
= 394.50, 8-0 STA
.No TO PROPERTY RIM
& AP FOR FUTURE I.E.
:NUN F I.E.
WR
203'20 f 203160 204+00
CITY OF GLADCO DEVELOPMENT, L.L.C.
an RENTON ROSEWOOD HIGHLANDS
CLIC
Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE
IF NOL ONE INCX
0
N
z
PWE
REVISIONS
DMCRNTQN/DATE
BY
MWND Sven
ESM
0 _:0 CO
0 10
O
0
2
w
00
"! ,�jc�
'10
c�
0
0
3
0
� 426 L.F., 8-0 S.S. a S = 0.006 FT./FT.
STUB S'S
= 394.50, 8-0 STA
.No TO PROPERTY RIM
& AP FOR FUTURE I.E.
:NUN F I.E.
WR
203'20 f 203160 204+00
CITY OF GLADCO DEVELOPMENT, L.L.C.
an RENTON ROSEWOOD HIGHLANDS
CLIC
Planning /Building /Public Works Dept. WATER AND SEWER PLAN AND PROFILE
IF NOL ONE INCX
0
N
z
PWE
REVISIONS
DMCRNTQN/DATE
BY
MWND Sven
ESM
01/31/2M
2
IHIRD SVBkMAL
am
10/22/2010
3
FOUM SUWnAL
am
12/06/2010
4
12/22/2010
am
0014SBiUGMN S9
ESM
W/24/2011
6
AS BUM
W/12/2011
ESM
AS BUILT MYIARE
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1
10/19/2011
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JOB NO, 1352-001-006
DWG. NAME: WS-04
DESIGNED BY: me
DRAWN 13Y: CUC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-04
20 OF 31 SHEETS