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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.
CHECKED FOR COMPLIANCE
Tn r%rry CTAkinA*nlZ
RENTON JOB NO.
6
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3 FOURTH SUBMITTAL
4 1 MYIARS
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PER DETAIL 320.1 (TYP)
9
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EL.= 403.75
SEE SHEET WS -04
8 I
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 2% MIN. SLOPE.
3' MINIMUMi COVER
402 +00 401 +60
LOTS
ESM
0/15/200
ELEV. ®
S.S. MAIN
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S.S.M.H.
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JOS NO.:' 52-00 -006
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DESIGNED BY: KAO
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CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS -06
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SEE SHEET
Ij I WS -Ot 5 347 L.F. 8" D.I. W.M; J
PAD
a I EL.= 409.75
I
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i ii I
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.
CHECKED FOR COMPLIANCE
Tn r%rry CTAkinA*nlZ
RENTON JOB NO.
6
PAD
EL.= 409.75
NE 2ND COURT
0 (j \ I GRADE 0 (j
i I SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 1 MYIARS
IM
®m
N
3/4" WATER SERVICE ++ \I
PER DETAIL 320.1 (TYP)
9
PAD
EL.= 403.75
SEE SHEET WS -04
8 I
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 2% MIN. SLOPE.
3' MINIMUMi COVER
402 +00 401 +60
LOTS
ESM
0/15/200
ELEV. ®
S.S. MAIN
DOWNSTREAM
S.S.M.H.
ESM
1/31/
405.50
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410.75
403.50
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REVISION
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DATUM
Planning /Building /Public Works Dept.
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{
KEY MAP
20' 10' 0 20' 40'
SCALE: 1 ° =20' HORIZ.
1 " -10' VERT.
VERTICAL DATUM:
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
PUBLISHED ELEVATION = 401.012 FEET.
SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
TBM 100 - EXISTING RR SPIKE UP 0.1' 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
s.
SANITARY SIDE SEWERS
LOTS
MIN. FF
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DEP H® E
OF STU 4`
ELEV. ®
S.S. MAIN
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S.S.M.H.
5
410.75
405.50
401.24
S.S.M.H. #7
6
410.75
403.50
398.44
S.S.M.H. #6
9
404.75
398.66
395.86
S.S.M.H. #6
16
405.75
400.04
396.12
S.S.M.H. #6
17
404.75
399.43
395. 52
S.S.M.H. #9A
18
404.75
399.47
395.52
1
5- 345006
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
, Lu--
-3450
1,
REVISIONS
NO.
DESCRIP110N DATE
8Y
0
SIM S mn
10/15/2007
6M
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SECOND sumnA
01/31/2008
ESM
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12/06/2010
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42334
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JOS NO.:' 52-00 -006
DWG. NAME: WS -06
DESIGNED BY: KAO
DRAWN BY: CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS -06
22 OF 31 SHEETS