HomeMy WebLinkAboutTED4003776.10PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N-, RGE. SE., W.M.
KING COUNTY, WASHINGTON
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Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION.'
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
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STA: 24+23, 181
END CONNECT TO EXISTING CURB,
GUTTER AND SIDEWALK
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OR MIN. FOR ARTERIAL
STREET OVER 6" CRUSHED ROCK
2" CLASS B ASPHALT CONCRETE
4 ASPHALT 1%2" CRUSHED SURFACING TOP COURSE
TREATED BASE
1Y2" CRUSHED SURFACING BASE COURSE
2" ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL CONDITIONS
NOTE: PAVEMENT RESTORATION ON THE STREETS WILL BE AS PER CITY OF RENTON STANDARDS.
1 TALBOT ROAD S. (SE'CTIONB B)
C1 o NOT TO SCALE COLLECTOR ARTERILA
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SCALE:' 1 "=10'
STA: 21 + 13.37, 5.28 "R
START CONNECT TO EXISTING CURB,
GUTTER AND SIDEWALK
82 �ti 4.1 TAPE
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ASPHALT RAMP
DETECTABLE
1�y0`L/ WARNING
SURFACE (TYP.)
SCALE.' 1 =10
30' R.O. W.
SUBGADE SLOPE 0.02 FT/FT
NOTE. -
CONTRACTOR TO POTHOLE EXISTING 16" WATER MAIN
AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS.
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