HomeMy WebLinkAboutS-345001A 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 NE 2ND CT =
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? 19 I I I I I I METER BOX AND SET
AX ' NEW METER METER BOX AND cV SCALE: 1" = 20'
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METER BEHIND SIDEWALK RELOCATE EXISTING
SAWCUT TYP. I I I 1'�'.�'I BY CITY CREWS METER BOX AND SET
METER BOX AND 20'
METER BEHIND SIDEWALK �O o 20 40
BY CITY CREWS
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9 16 GAS LINE CONTRACTOR TO POTHOLE — .\ SYSTEMS /SEWER SERVICES TO
I AND VERIFY LINE ELEVATION PRIOR N00'57'27 "E 1002.72' f-
Jy 961W CSPU) DEPARTMENT OF HEALTH ED PER
TO CONSTRUCTION ,1 UNION AVENUE NE
36 W U W 5PU REQUIREMENTS.
~ I"- STA. 40 +05.60, 5.00' RT., NE 2ND COURT = EXISTING 12 "OC.1. W.M.
fn cr STA. 51 +80.18, 5.09' LT., UNION AVE. NE PER AS -BUILT DRAWING #W -245 VERTICAL DATUM
WET TAP CONNECTION PER DETAIL 300.4 ON RELOCATE EXISTING VERTICAL DATUM IS NAVD 88.
O12 xBDTAPPINb �EE M3xFL� UNION AVENUE NE 1U � 0� 0�6 NEW METER BEHIND SIDEWALK � 0� 00'�O PONTCNAMENRENT1503S KING COUNTY CONTROL POINT //6113,
LLI (MINOR ARTERIAL) TAX BY CITY CREWS '{Ax PUBLISHED ELEVATION = 401.012 FEET.
Z I $ (ApPIHG GAfEVAtVE �fLxMS)
M SEE SHEET HC —01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
w WATER NOTES: TBM 100 — EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE,
Z 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO ELEVATION = 411.79 FEET
EXCAVATION FOR THE WATERMAIN INSTALLATION. TBM 101 — EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF ELEVATION = 410.21 FEET
RENTON TRENCH AND STREET OVERLAY DETAIL.
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CHECKED FOR COMPLIANCE
RENTON JOB NO.
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GLADCO DEVELOPMENT, L.L.C.
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JOB NO.: 1352-001-006
DWG. NAME:
WS -Oi
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS-01
1 7 OF 31 SHEETS