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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
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PAD 19
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S.S.M.H. #7, TYPE 1-48" I
STA 402+64.37, 5.00' RT. 0+32
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233 L.F. 8" 0 PAD
PVC S.S. EL.=404.75
GAS LINE CONTRACTOR TO POTHOLE — — — — — — I — — -STA. 202+20.00, CL
AND VERIFY LINE ELEVATION PRIOR I 1-2" AIR VAC. ASSEMBLYTO CONSTRUCTION — ' 0 HIGH POINT
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WATER NOTES:
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MAINTAIN 1 Q HORIZONTAL SEPARATION — — — — _
BETWEEN WATER AND SEWER — — — — — — �-
402+00
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347 L.F. 8" D.I.
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.
NE 2ND COURT
NATER SERVICE
ETAIL 320.1 (TYP)
9
PAD
EL.=403.75
;.Mi.H. #6,
SHEET WS-04
8
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.
5
SEE SHEET WS-04
VASHON AVE NE
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CHECKED FOR COMPLIANCE
Tn CITY gTAmnApnc
RENTON JOB NO.
402+80
402+40
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
NO
402+00 401 +60 401 +20
ESM
0/15/200
SURVEYED:
ESM
1/31/200
DESIGNED:
amESM
ESM
10/22/201
2/06/201
DRAWN: C
LC
ESM
2/22/201
CHECKED:
VISION
BY
DATE
I APPR
APPROVED:
SCALE'
1 •_20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S.S.M.H. #9.A.
SEE SHEET WS-04
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3
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SEE SHEET WS-04
400+40
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991 CITY 0 F
,}
RENTON
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
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
5
410.75
405.50
4
44
S.S, _17
S. S. m
#6
6
410.75
403.5C
9
404.75
398.66
400.04
399.4-
395.86
396.12
395.52
S.S.M.H.
#6
16
4C ;5
S.S.M.H.
#6
17
404.75
S.S.M.H.
S.S.M.H.
#9A
#9A
18
1 404.75
399.47 395.52
410
410
400
W=345006 I 390
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FlELDBOOK:
PAGE:
DRAWING NO:
WATER AND SEWER PLAN AND PROFILE WS-06
sHEFT: 22 DF:31
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
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JOB NO.: 1352-001-006
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
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