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PORTION OF THE NE 114 OF SECTION 6, TWP. 22X, RGE. SE, W.M.
KING COUNTY, WASIDNGTON
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CAUTION.•
THE CONTRACTOR SWL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING U17LMES WHETHER SHOWN ON THESE
PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SFNL INCLUDE
CALLING UTILITY LOCATE O 1- 800 -424 -5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY WRIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF S41D UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUB/ECT TO VARATAM IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WRH INSIGITT ENGINEERING COMPANY 70 RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
24 +00 23 +00 22 +00
TALBOTROAD S. PROFILE
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VERT. SCALE 1 " -3'
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CAUTION.•
THE CONTRACTOR SWL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING U17LMES WHETHER SHOWN ON THESE
PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SFNL INCLUDE
CALLING UTILITY LOCATE O 1- 800 -424 -5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY WRIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF S41D UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUB/ECT TO VARATAM IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WRH INSIGITT ENGINEERING COMPANY 70 RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
24 +00 23 +00 22 +00
TALBOTROAD S. PROFILE
HORIZ. SCALE 1• =30'
VERT. SCALE 1 " -3'
21 +00
120
110
100
20 +00
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SCALE: 1" = 30'
30 15 0 30 60
30' R.O.W.
E E E E E E S2S E
OR MIN. FOR ARTERW.
STREET OVER 6" CRUSHED ROCK
r 2' CLASS B ASPHALT CONCRETE
4 ASPHALT � IY2 • CRUSHED SURFACING TOP COURSE
TREATED BASE
tV2' CRUSHED SURFACING BASE COURSE
2' ADDITIONAL TREATMENT MAY BE 9
REQUIRED DEPENDING ON SOIL CONDITIONS
NOTE.' PAVEMENT RESTORATION ON THE STREETS WILL BE AS PER CITY OF RENTON STANDARDS.
�TALBOTROADS. (SECTIONB- B)(SECTIONB -B)
i—O NOT TO SOME COLLECTOR AR7ERILA
R- 311610
30' R.O.W.
STA 21 +13.37, 528R
START CONNECT TO EXISTING CURB,
Gun ER AND SIDEWALK
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ASPHALT RAMP
DETECTABLE
WARNING
SURFACE (EYP.)
SUBG40E SLOPE 0.02 FT. /FT.
NOTE.-
CONTRACTOR TO POTHOLE EXISTING 16" WATER ANN
AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS.
CD: k -�?7 (9/0
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E E E E E E S2S E
OR MIN. FOR ARTERW.
STREET OVER 6" CRUSHED ROCK
r 2' CLASS B ASPHALT CONCRETE
4 ASPHALT � IY2 • CRUSHED SURFACING TOP COURSE
TREATED BASE
tV2' CRUSHED SURFACING BASE COURSE
2' ADDITIONAL TREATMENT MAY BE 9
REQUIRED DEPENDING ON SOIL CONDITIONS
NOTE.' PAVEMENT RESTORATION ON THE STREETS WILL BE AS PER CITY OF RENTON STANDARDS.
�TALBOTROADS. (SECTIONB- B)(SECTIONB -B)
i—O NOT TO SOME COLLECTOR AR7ERILA
R- 311610
30' R.O.W.
STA 21 +13.37, 528R
START CONNECT TO EXISTING CURB,
Gun ER AND SIDEWALK
/ti
4.1 if?�
ASPHALT RAMP
DETECTABLE
WARNING
SURFACE (EYP.)
SUBG40E SLOPE 0.02 FT. /FT.
NOTE.-
CONTRACTOR TO POTHOLE EXISTING 16" WATER ANN
AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS.
CD: k -�?7 (9/0