HomeMy WebLinkAboutTED4003224.7N APPROX
O
EXIST ROW
_ 6 VARIES
i - -
SIDEWALK 12'-0" TO 0'--0"
O
2� 6
APPROX
EXIST ROW
4:1 SLOPE, TYP
6'
SIDEWALK
7
2%
4:1 SLOPE, TYP
APP
EXIST
4:1 SLOPE,
l•
5 j
ROADWAY
VARIES
4'-0" TO 0'-0" BIKE LANE
VARIES
DUVALL (B—LINE)
6'-0" _ _ 6'-0"
11'-0" TO EXISTING I LANE I LANE LANE �1,
1
MATCH EXIST SLOPE
PROFILE GRADE
2 4 & PIVOT POINT
3
11'-0"
VARIES
LANE 11'-0" TO EXISTING
I
MATCH EXIST SLOPE
EXISTING FULL DEPTH ROADWAY (VARIES)
WIDENING MILL AND OVERLAY
DUVALL AVENUE NE - ROADWAY SECTION
12'-0"
TURN LANE:
ROADWAY
WIDENING
LANE
LANE
B STA 178+88.94 TO B STA 179+94.18
NOTES: 1.) B STA 179+50.00
END LEFT SIDE CURB/GUTTER, SIDEWALK
2.) B STA 179+80.10
END RIGHT SIDE CURB/GUTTER, SIDEWALK
DUVALL (B—LINE)
6'-0" 6'-0" _ 11'-0" _ _ 11'-0"
LANE ~� LANE � LANE LANE
1 I
MATCH EXIST SLOPE MATCH EXIST SLOPE
i
PROFILE GRADE)
2 4 & PIVOT POINT
3
EXISTING FULL DEPTH ROADWAY (VARIES)
MILL AND OVERLAY
DUVALL AVENUE NE - ROADWAY SECTION
B STA 176+40.49 TO B STA 178+88.94
VARIES 5'-0" TO 6'-0"
ROADWAY
WIDENING
DUVALL (B—LINE)
6'-0" 6'-0"
VARIES
4'-0" TO 0'-0" BIKE LANE
APPROX
EXIST ROW
6'
SIDEWALK
2%
ROADWAY
WIDENING
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND/OR ITS
CONSTRUCTION CONTRACTOR. BERGERABAM
ASSUMES NO LIABILITY FOR THE ACCURACY OF
THIS INFORMATION
4:1 SLOPE, TYP NOTES
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
:7)
I,
LEGEND
APPROX
EXIST ROW
5'-0" _ _ 6'
BIKE SIDEWALK
LANE
2% 4:1 SLOPE, TYP
6 �
7
ROADWAY
WIDENING
VARIES PROP 6'
" SIDEWALK
LANE
MATCH EXIST SLOPE
I
MATCH EXIST SLOPE
LANE
0 0 TO
5'-0"
PROFILE GRADE)
�{ 4) &PIVOT POINT
3
DUVALL AVENUE NE - ROADWAY SECTION
B STA 173+48.45 TO B STA 176+40.49
pct FED. AID NO. STPH-0900(21)
w 33301 9TH AVENUE SOUTH
CALL 48 HOURS FEDERAL WAY, WASHINGTON
ORAL V,
sr�NAL BEFORE YOU DIG BERGER/ABAM 98003-2600
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NO.
REVISION
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY DATE APPR �PRDVED:
WIDENING
APPROX
EXIST ROW
4:1 SLOPE, TYP
Ul ASPHALT CONCRETE PAVEMENT, HMA CLASS 1 /2", PG 64-22
GRADATION MATERIAL IN LIFTS OF 0.15' FINAL OVERLAY
OVER ENTIRE ROADWAY, 0.25' LIFT, 0.30' LIFT, 0.30' LIFT,
OEXISTING ACP
OEXISTING ACP
OEXISTING ATB
OCSBC 0.35'
OCEMENT CONCRETE TRAFFIC CURB AND GUTTER, SEE WSDOT
STANDARD PLAN F-1.
O4" CEMENT CONCRETE SIDEWALK (ADJACENT TO CURB).
SEE WSDOT STANDARD PLAN F-3.
SCALE:
VERTICAL NAVD 1988
AS SHOWN HORIZONTAL NAD 1983/1991 '► CITY OF
RENTON
ONE INCH i DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R=322407
5 0 5 10
1 "= 5'
scale feet
DATE:
NE SUNSET BOULEVARD (SR 900)/ 6/03/09
DUVALL AVE NE INTERSECTION IMPROVEMENTS FIELDBOOK:
PAGE:
DRAWING N
TYPICAL ROADWAY SECTION I \2
SHEET 2 OF 2 SHEET. 7 OF.30
0 11-11 3Rplt�0"l