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EXISTING FIRE HYDRANT
N PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
NE 2ND CT NE 2ND PLACE
SEE SHEET WS-06 SEE SHEET WS-02 S.S.M.H. #2,
a SEE SHEET WS-02
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W-505
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—UOO I FIRE HYDRANT
v SEE SHEET WS-02
,� 4,,13 RELOCATE EXISTING I
METER BOX AND SET
NEW METER BOX AND
L — METER BEHIND SIDEWALK
SAWCUT TYP. — BY CITY CREWS _ _ _ RELOCATE EXISTING
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—112
�� NEW METER BOX AND
METER
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GAS LINE CONTRACTOR TO POTHOLE
N00'57'27"E 1002.72'�—
AND VERIFY LINE ELEVATION PRIOR
TO CONSTRUCTION
UNION AVENUE NE
f
51 +80.04, 6.79'
EXISTING 12"0C,I. W.M.
STA. 61 III.1�9=L4., UNION AVE. NE
PER AS —BUILT DRAWING #W-245
0
s" TAPPING GATE VALVE (FLXMJ)
WET TAP CONNECTION PER DETAIL 300.4 ON
SHEET DT-06
12"X8" TAPPING TEE (MJXFL)
UNION AVENUE
NE
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(ID,MT,ND,OR,WA)
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
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.
36" W (SPU)
m
RELOCATE EXISTING
METER BOX AND SET
NEW METER BOX AND
METER BEHIND SIDEWALK
BY CITY CREWS'
1 SECOND SUBMITTAL ESM 1/31/200 SURVEYED: SCALE: VERPCAL: NAVD 1988
2 THIRD SUBMITTAL ESM 10/22/201 1 •=�9 HORIZONTAL: NAD 1983/1991
DESIGNED:
3 FOURTH SUBMITTAL ESM 12/06/201 f�
DRAWN:
4 MYLARS ESM 12/22/201 {�11i ONE INCH DATUM
5 CONSTRUCTION SET ESM 02/24/2011 CHECKED:
AT FULL SCALE
IF NOT ONE INCH
N 0 . REVISION K'r DATE AP P R APPROVED: SCALE ACCORDINGLY
n 1�
NE 2ND CTuj
n
SCALE: 1 " = 20'
20' 10, 0 20' 40'
ND
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rNE
= C
ND PLACE
54+C NOTE: ABANDON/REMOVE EXISTING SEPTIC
SYSTEMS/SEWER SERVICES TO
I— HOUSES BEING DEMOLISHED PER
DEPARTMENT OF HEALTH
REQUIREMENTS.
VERTICAL DATUM
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
V 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
W=345008
AS —BUILT
CERTIFICATION:
I HEREBY
DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE
"AS
INFORMATION SHOWN HEREON REFLECTS THE
�p,N D q
—CONSTRUCTED
CONDITIONS." THIS CERTIFICATION
IS BASED
UPON WORK PREPARED IN ACCORDANCE WITH
�oFy
GENERALLY; CEPTED PROFESSIONAL ENGINEERING
AND/OR �0 EYIW PRACTICE.
41959
JONAT
D. KARLEN, S. NO. 41959
�'AL Lt►�
CITY OF
RENTON
Planning/Building/Public Works Dept
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
DATE:
PAGE
DRAWING NO:
WS-01
SHEET: OF:
17 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
ESM
09/12/2011
AS BUILT MYLARS
ESM
10/19/2011
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42334
C/ST
ss�ON�L
JOB NO.: 1352-001-006
DWG. NAME: WS-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-01
17 OF 31 SHEETS