HomeMy WebLinkAboutTED4003224.6RECORD DRAWING
APPROX
T— EXIST ROW
O
APPROX
EXIST ROW
APPROX
EXIST ROW
EXIST 5'
SIDEWALK
SR900 (A —LINE)
VARIES VARIES
12'-0" TO 15-0"
13'-0" TO 17'-0"
VARIES
LANE 11'-0" TO 0'-0"
APPROX
EXIST ROW
VARIES 4'+
11'-0" TO 0'-0" SHLDR
1
MATCH EXIST SLOPE MATCH EXIST SLOPE
------�
I I�
— — — -- — — -J � EXISTING PAVEMENT
2 VPROFILE GRADE
4 & PIVOT POINT
1 1
R1 3 5
_ EXIST FULL DEPTH ROADWAY _ ROADWAY WIDENING
MILL AND OVERLAY (TRANSITION ENDS
AT A STA 179+45)
NE SUNSET BLVD SR900 ROADWAY SECTION
A STA 179+41.10 TO A STA 182+41.86
_ 5' 12' — 0"
SIDEWALK LANE
6
1
2%
----
8
1
R1
EXIST 5'
SIDEWALK
1
R1
12'-0"
LANE
VARIES
SR900 (A —LINE)
VARIES
11'-0"
16'-0" TO 17'-0" 17'-0" TO 11'-0" LANE
1
MATCH EXIST SLOPE MATCH EXIST SLOPE
EXIST PAVEMENT
2 PROFILE GRADE
4 & PIVOT POINT
3
EXIST FULL DEPTH ROADWAY
MILL AND OVERLAY
LANE
ROADWAY
WIDENING
NE SUNSET BLVD (SR900) - ROADWAY SECTION
LANE
A STA 176+40.39 TO A STA 179+41.10
NOTES: 1.) A STA 177+96.27
END LEFT SIDE CURB/GUTTER, SIDEWALK
2.) A STA 178+41.06
END RIGHT SIDE CURB/GUTTER, SIDEWALK
SR900 (A —LINE)
6'-0" 1 VARIES (6'-18')
LANE
11'-0"
LANE
4:1 SLOPE, TYP
APPROX
EXIST ROW
6'
SIDEWALK
13'-0"
LANE
2%
6 I
VA
4: 1 SLOPE, TYP
APPROX
EXIST ROW
PROP 6'
SIDEWALK
NOTES
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
LEGEND
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.
R 322406
OASPHALT 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.
O2 EXISTING ACP
OEXISTING ACP
OEXISTING ATB
OCSBC 0.35'
6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER, SEE WSDOT
STANDARD PLAN F-1.
�7 4" CEMENT CONCRETE SIDEWALK (ADJACENT TO CURB).
SEE WSDOT STANDARD PLAN F-3.
O8 NEW CEMENT CONCRETE SIDEWALK (A STA 175+37.34 TO A STA 177+96,27).
SEE WSDOT STANDARD PLAN F-3.
MATCH EXISTING SIDEWALK (A STA 177+96.27).
N
I
EXIST CURB/ ,-,u I
MATCH EXIST SLOPE MATCH EXIST SLOPE 2%
4:1 SLOPE, TYP
EXIST PAVEMENT 6
2 KPROFILE GRADE 7
4 & PIVOT POINT
1
3 5
EXIST FULL DEPTH ROADWAY ROADWAY /--�
MILL AND OVERLAY
WIDENING
NE SUNSET BLVD (SR900) - ROADWAY SECTION
A STA 168+68.54 TO A STA 176+40.39
*NOTES: 1.) 28' ROADWAY REPLACEMENT AND WIDENING FROM A STA
tiS S. S _ 170+25.00 TO A STA 171 +35.00
FED. AID NO. STPH-0900(21)
�G ww 33301 9TH AVENUE SOUTH
����`T�RA �Gww� CALL 48 HOURS
FEDERAL WAY, WASHINGTON
sSI�IVAL G BEFORE YOU DIG BERGER/ABAM 98003-2600
E N G I N E E R S I N VOICE: (206)431-2300
1-800-424-JJJJ 6/4/2011 FAX: (206)431-2250
EXPIRES
NO.
REVISION
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY DATE APPR APPROVED:
L/\IJ I MJI I I/-lL I \iVIVVI\L- I L_ I f1 VLIVI L-IV I • i UL_ I L_/_\NED
CURB PLANING DETAIL
SCALE: NTS
TRENCH
WIDTH VARIES
PIPE BEDDING PER WSDOT
STANDARD PLAN B-11
5 1
NEW UTILITY PIPE
TYPICAL UTILITY TRENCH SECTION
SCALE: NTS
SCAB:
VERTICAL: NAVD 1988
AS SHOWN HOR20NTAL: NAD 1983/1991 CITY OF
�♦ }�
RENTON
ONE INCH I DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
5 0 5 10
1 "=5'
scale feet
DATE:
NE SUNSET BOULEVARD (SR 900)/ 6/03/09
DUVALL AVE NE INTERSECTION IMPROVEMENTS FlElD80OIC:
PAGE:
DRAWING NO:
TYPICAL ROADWAY SECTION R 1
SHEET 1 OF 2 SHE: 6 OR —
Losl Soued on Mon ✓ul 06 2009 of 10-58AM by Angelmontoluo File Nome: 0- I FederolWoy120041,APDYT-04-0311 CADD I dwgs I Chonnelizofion I R-01. dwg ScGle: 1