HomeMy WebLinkAboutTED4003776.25PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N, RGE. SE., W.M.
KING COUNTY, WASHINGTON
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TALBOTROAD S. PLAN
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Call before you dig.
UTILITYCONFLICTNOTE.-
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 0 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.
24+00 23+00 22+00
T"OTROW S. PROFILE
HORIZ. SCALE: 1 `30'
VERT. SCALE: 1 "=3'
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`. NAL LAIC
21+00
'1 16.42'
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30
EX. R.Q.W.
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130 SCALE: F' = 30'
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30 15 0 30 60
120
110
20+00
30' R.O.W.
\
STA: 24+23, 181
END CONNECT TO EXISTING CURB,
GUTTER AND SIDEWALK
E E E E E E E E E E E E E E
E E E E E E E E E E E E E E
4 �
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SCALE.-1 "-10'
STA: 21 + 13.37, 5.28'R
START CONNECT TO EXISTING CURB,
GUTTER AND SIDEWALK
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E E E E E E 0000
� E E
ASPHALT RAMP
DETECTABLE
WARNING
AN SURFACE (TYP.)
OR MIN. FOR ARTERIAL
STREET OVER 6" CRUSHED ROCK
2" CLASS B ASPHALT CONCRETE
4 ASPHALT 1%2" CRUSHED SURFACING TOP COURSE
TREATED BASE
1%2' 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. (SECTIONS B)
C10 NOT TO SCALE COLLECTOR ARTERILA
Rm 3 7 7 6 20':111,1
SCALE:• I "=10'
30' R.O.W.
SUBCADE SLOPE 0.02 FT,/FT
NOTE.-
CONTRACTOR TO POTHOLE EXISTING 16" WATER MAIN
AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS.
2 CITY COMMENTS
1 CITY COMMENTS
REV. NO. DESCRIPTION
APPROVED B
DATE: ftl I
APPROVEDBY. DATE:
APPROVED BY:
DATE:
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERET"T, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@ INSIGHTENGINEERING.NET
JRC 10-28-2014 SITE ADDRESS: XXXX S 192ND ST.
RENTON, WA 98055
SJM 03-05-20 t 4 TAX ACCOUNT NO. 'S: 793100015106 RECEIVED
INITIALS DATE
�',N 2 4 2016
CITY OF RFluZCW
PORTION OF THE NE 114 OF SEMON 6, TWP. 22 N., IF&v4po' -'.M.
TALBOT & 55TH A VE PLA T
DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO,:
110539-FINAL.DWG 1JRC 11-26-2012 1 "=30' 11-0539
TALBOT ROAD S. SHEET
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IMPROVEMENTS of
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