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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
18 + PAD
EL.=403.75 S 9
S.S.M.H. #7, TYPE 1-48"
STA -492 164.3��E)' RT.
402+64.16, 5.63'
GAS LINE CONTRACTOR TO POTHOLE
AND VERIFY LINE ELEVATION PRIOR
TO CONSTRUCTION
403+00
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1 I ............................. ......:.-� 6"0 PVC SIDE SEWER 20 SEE SHEET WS-04
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233 L.F. 8,. 0 O
- � - - EL.=404.75
PVC S.S. - - - - - - - _ I
STA. 202+20.00, CL
' I 1 -2" AIR VAC. ASSEMBLY
® HIGH POINT
STA. 202+10.75, 6.99' RT. Z.
1 - 2" GATE VALVE +
MAINTAIN 10' HORIZONTAL SEPARATION
BETWEEN WATER AND SEWER
402+00
40 i +00 00
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SEE SHEET WS-04
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SEE SHEET TRENCH ± 3/4" WATER SERVICE +
WS-01 347 L.F. 8" D.I. W.M. PER DETAIL 320.1 (TYP) o
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EL.=409.75 PAD PAD
I I EL.=409.75 EL.=403.75 I
' I SEE SHE E6 WS-04
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NE 2ND COURT SEE SHEET WS-04
WATER NOTES: VASHON AVE NE
NOTE:
1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO FOR SIDE SEWER CONNECTIONS SEE SIDE
EXCAVATION FOR THE WATERMAIN INSTALLATION. SEWER CONNECTION DETAIL SHEET DT-05.
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF SEWER STUBS TO THE PROPERTY LINE
RENTON TRENCH AND STREET OVERLAY DETAIL. SHALL BE 6-INCH MIN. CAD 2% MIN. SLOPE.
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PROPOSED
EXISTING
GRADE 0
GRADE ®
MAINTAIN MIN. 6"
CLEARANCE WITH
3'
MINIMUM COVER
STORM DRAIN
410
------"---
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8 *,0 D.J. W. M.
400
GAS LINE
ASSUMED ELEVATION
390
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Call 2 Working Days Before You Dig
1-800-424-5555
Unities Underground Location Center
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vo
(ID,MT,ND,OR,WA)
402+64.16, 5.63'
S.S.M.H. #7. TYPE 1 -48" 0
STA. RT.
RIM = -468. 1- - �408.08
I.E. _-061-:4 6 "0 IN (S 401.16
I.E. _-9; 4, 8"0 OUT E) 400.92
403+60 403+20
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
402+80
-235" L.F., 0 0 PVC S.S. � S
233 = �-�6-1- FT./FT.
0.0263
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KEY MAP
20' 10, 0 20' 40'
SCALE: 1„=20r 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. ®
S.S. MAIN
DOWNSTREAM
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
1 405.75
1 400.04
396.12
S.S.M.H. #6
17
1 404.75
399.43
395.52
S.S.M.H. #9A
18
1 404.75
+-399.47
395.52
S.S.M.H. #9A
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
GENERALL CCEPTED PROFESSIONAL ENGINEERING
AND/ORS G PR3�ICE.
/_ VEY // 4
JONAT D. KARL�N L. N0. 41959
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410
410
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390
S.S.M.H. 6
NE 2ND COURT SEE SHE WS-04
402+40 402+00 401 +60 401 +20 400+80 400+40
1 SECOND SUBMITTAL ESM t 3t 200 SURVEYED: SCALE_ DATE:
/ / HORIZONTALLNADD1983/11991 �► ,.� CITY OF GLADCO DEVELOPMENT, L.L.C.
2 THIRD SUBMITTAL ESM 10/22/201 1 s20 ��
DESIGNED " ROSEWOOD HIGHLANDS P GLDBOOK:
3 FOURTH SUBMITTAL ESM 12/06/201 RENTON
DRAWN: -
4 MYLARS ESM 12/22/201 DRAWING NO:
ONE '"G" I DATUM
5 CONSTRUCTION SET ESM 02/24/201CHECKED: AT FULL SCALE I Planning/Building/Public Works Dept. WATER AND SEWER PLAN AND PROFILE WS-06
IF NOT ONE INCH
NO. REVISION BY DATE a P p R APPROVED: SCALE ACCORDINGLY
SHEET: 22 OF 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
AS BUILT MYLARS
ESM
10/19/2011
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JOB NO.: 1352-001-006
DWG. NAME: WS-06
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-06
22 OF 31 SHEETS
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