HomeMy WebLinkAboutTRO4103430.23RAINIER AVE S
CONSTRUCTION
TYPICAL SECTION NOTES
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NUMBER
SIDEWALK
6'
0 00
00
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
BAT LANE
' OR RIGHT TURN LANE THRU LANE
i/ A-rnI I I"VIC`TIAIn
CROSS SLOPE
*3:1 MAX TO MATCH EXISTING SLOPE,
ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT,
OR INTEGRAL CURB PER DETAIL, SHEET 24,
AS INDICATED ON PLANS.
SIDEWALK
6'
0 000
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
BAT LANE
' OR RIGHT TURN LANE
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THRU LANE
CROSS SLOPE
THRU LANE
THRU LANE
PAINTED MEDIAN
0' - 5'
LEFT TURN LANE
0' - 12'
MATCH EXISTING
TVD1f`AI Q0f%T1nK1 RA
APPROX STA 46+50 TO STA 47+26
NTS
1'L— MEDIAN
RAINIER AVE S
CONSTRUCTION
PAINTED MEDIAN
0' - 5'
LEFT TURN LANE
0' - 12'
MATCH EXISTING
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TYPICAL SECTION N
APPROX STA 47+26 TO STA 48+88
NTS
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SURVEYED: KPG -
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DTYP01.dwg
REVISION DESCRIPTION
BY
APP.
DATE
0'-S
2 _ _ 2
THRU LANE
I —
VARIES
THRU LANE
11'
3' _
►IATnl1 r-VIf' TIKIn
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
0' 7' 2'
2'
THRU LANE
MATCH EXISTING
ROADWAY GRADE
STORM DRAINAGE PIPE
LOCATION AND SIZE VARIES
AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
]PIC11k
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg,com
THRU LANE
BID
DOCUMENTS
5'
EXISTING
SIDEWALK
5'
EXISTING
SIDEWALK
EXISTING CURB & GUTTER
Ad
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R CITY OF RENTON
IIAL
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH
SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND
SPECIAL PROVISIONS.
2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION
SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED
OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL
MATERIAL SHALL BE COMPACTED TO 95% MODIFIED
PROCTOR DENSITY.
3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION
2-03 OF THE STANDARD SPECIFICATIONS.
4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE
DETAIL, SHEET 26.
5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2'
FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL
SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO
PROVIDE 2' MINIMUM CLEARANCE.
6. ACCESS ,� A�,_A�Jt RO IM MIAI AII.E
Al ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN
MADE AND APPROVED BY THE ENGINEER.
7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE
INDICATED ON THE PLANS.
8. CONCRETE ROADW/,Y PANELS WITH VARYING THICKNESS
EXIST BELOW THE WEARING SURFACE. CONTRACTOR
SHALL SAWCUT AND REMOVE EXISTING CONCRETE
ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS.
EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE
APPENDIX E FOR SOILS INVESTIGATIONS.
9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY
CONSTRUCTION DETAIL, SHEET 24,
®
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL ?/2" PG 70-22
2
;6.5" HMA Cl Y" PG 70-22 PLACE IN 2 LIFTS - -
3
18" CEMENT CONC TRAFFIC CURB & GUTTER
(WSDOT STD PLAN F-10.12-02)
4
4" CRUSHED SURFACING BASE COURSE
5
_
PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX
AND PLACE 0" TO 3" MAX HMA CL 1/2" PG 70-22
FOR PRELEVEL AND 2" HMA CL Y2" PG 70-22 FOR
OVERLAY. SEE DETAIL, SHEET 24
6
4" CEMENT CONCRETE SIDEWALK WSDOT F-30.10-01
7
EXISTING PAVEMENT, THICKNESS VARIES. EXISTING
ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE
PANELS BELOW THE EXISTING PAVEMENT. EXISTING
CONCRETE PANEL EXTENTS VARY.
8
COMPACTED SUBGRADE
10
SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION,
SHEET 194
13
GRAVEL BORROW
16
8.5" CRUSHED SURFACING BASE COURSE
RAINIER. AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
TYPICAL SECTIONS
T 343023
DRAWING NO.
—_2
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 23 OF 304
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