HomeMy WebLinkAboutWTR2703450.12%1'Z11
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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
PAD
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EL.=391.25
EL.=390.75
PAD
'
EL.=390.25
PAD
EL.=388.75
STA. 300+35.00, 5.00' LT.
1-8" 90- BEND (MJ)
CONC. THRUST BLOCKING
24
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EL.=400.25
25
26
27
PAD
PAD
PAD
EL.=399.75
EL.=399.25
EL.=397.75
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SAS -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
GENERALLY CCEPTED PROFESSIONAL ENGINEERING
AND/OR S .1, EYI PRACTICE,.
JONATHAN D. KARLE L.S. NO. 41959
i
Cali 2 Working Days Before You Dig
1-800-424-5555
Unities Underground Location Center
(D,MT,ND,OR,WA)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
+ 71 7 L.F. 8 w —
�, cn PVC S.S.
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1 "0 IRRIGATION SERVICE WITH
DOUBLE CHECK VALVE ASSEMBLY.
PER CITY OF RENTON STD 340.8
217 I
L.F, 8"0 D. 1. W.M.
I ! !
10 MAINTAIN 10'
HORIZONTAL SEPARATION
PAD BETWEEN
WATER
AND SEWER 12
EL.=401.25
302+00.95, 2.71'
SEE SHEET WS-04
1ST 6" GATE VALVE (FLXMJ)
VASHON PL NE
1-8x6 TEE (FLXMJ)
NOTE:
CONC. THRUST \BLOCKING15.73'
FOR SIDE
SEWER CONNECTIONS SEE SIDE
SEWER
CONNECTION DETAIL SHEET DT-05.
STA.
302+01.01, -15.; 5' RT.
SEWER
STUBS TO THE PROPERTY LINE
1-5
1/4" FIRE HYDRANT ASSEMBLY
SHALL
BE 6-INCH MIN. CAD 2% MIN. SLOPE.
FLANGE ELEVATION = 394.9�1 393.99
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2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
NO. REVISION
301 +20 301 +60
ESM
1/31/200PPP
SURVEYED:
ESM
10/22/201DESIGNED:
ESM
12/06/201
ESM
12/22/201DRAWN
CLC
ESM
02/24/201CHECKED:
B Y
DATE
APPROVED:
SCALE:
302+00 302+40
Mom
20' 100 20' 40'
SCALE: 1"=20' HORIZ.
1 =10 VERT.
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SEE SHEET WS-03
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VERTICAL DATUM:
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
S.S.M.H. 12 PUBLISHED ELEVATION = 401.012 FEET.
SEE SHEET WS-03
SEE SHEET HC-01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE,
SEE SHEET WS-03 ELEVATION = 411.79 FEET
TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
ELEVATION = 410.21 FEET
S.S.M.H. 13 WATER NOTES:
SEE SHEET WS-03 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
THICKENED EDGE RENTON TRENCH AND STREET OVERLAY DETAIL.
SEE SHEET RD-01
-PROPOSED STORM DRAIN
1 =20 VERTICAL NAVD 1968 .� >— CITY 0 F
M f HORIZONTAL: NAD 1983/1991 �
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
402.25
391.00
385.56
S.S.M.H. #3
25
391.75
386.55
386.05
S.S.M.H. #3
26
391.25
385.81
385.31
S.S.M.H. #3
27
389.75
385.08
384.58
S.S.M.H. #3
W=345012
GLADCO DEVELOPMENT, L.L.C.
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DATE:
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DRAWING NO:
WS-05
SHEET: OF:
21 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
02/24/2011
ESM
6
AS BUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
10/19/2011
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JOB NO.: 1352-001-006
DWG. NAME: WS-05
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-05
21 OF 31 SHEETS
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