HomeMy WebLinkAboutT-343023a
0
3
Y
RAINIER AVE S
CONSTRUCTION �
BAT LANE PAINTED MEDIAN
SIDEWALK 0 5 OR RIGHT TURN LANE THRU LANE THRU LANE LEFT TURN LANE 1' MEDIAN 1' THRU LANE THRU LANE
6' 11' 11' 11' 0' - 12' 0' - 3' VARIES 11'
* 2% MAX MATCH EXISTING
*% -[--� r ROADWAY GRADE
0 00
0
it
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
VARIES
MATCH EXISTING
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
31M
Ak * 2% MAX
4
8
0 00
00
it
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
1
BAT LANE
OR RIGHT TURN LANE
11'
MATCH EXISTING
ROADWAY GRADE
VARIES
MATCH EXISTING
ROADWAY GRADE
TYPICAL SECTION M
APPROX STA 46 +50 TO STA 47 +26
NTS
RAINIER AVE S
CONSTRUCTION
PAINTED MEDIAN
THRU LANE THRU LANE 0 - 5 LEFT TURN LANE
11' 11' 0' - 12'
MATCH EXISTING
ROADWAY GRADE
VARIES VARIES
MATCH EXISTING
CROSS SLOPE
TYPICAL SECTION N
APPROX STA 47 +26 TO STA 48 +88
NTS
MATCH EXISTING
MATCH EXISTING ROADWAY GRADE
ROADWAY GRADE
VARIES
------ - - - - -I
r F'..
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
MEDIAN
2, 0' - 7' 2'
- - - ---
THRU LANE
11
MATCH EXISTING
ROADWAY GRADE
STORM DRAINAGE PIPE
LOCATION AND SIZE VARIES
AS INDICATED ON PLANS
I
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
VARIES
THRU LANE
11'
5'
EXISTING
SIDEWALK
4
5'
EXISTING
SIDEWALK
EXISTING CURB & GUTTER
TYPICAL SECTION NOTES
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 TO ADJACENT PROPERTY MUST BE MAINTAINED
AT 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 ROADWAY 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.
MATERIAL CODE
®
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL Y2" PG 70 -22
2
6.5" HMA CL X" PG 70 -22 PLACE IN 2 LIFTS
3
18" CEMENT CONC TRAFFIC CURB & GUTTER
@� ''r CITY OF PENTON
� Public Works Department
APPROVED FOR CONSTRUCTION
/
BY DATEr 4112!
(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/z PG 70 -22
o
0
FOR PRELEVEL AND 2" HMA CL r PG 70 -22 FOR
N
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
T- 343023
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SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DTYP01.dwg
Kp�
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7539th AvenueN 2502 Jefferson Avenue BID
Sea10e,WA98109 Tacama,MM02 DOCUMENTS
(206)286-1640 (253)627 -0720
xlYe kpg mm
@� ''r CITY OF PENTON
� Public Works Department
APPROVED FOR CONSTRUCTION
/
BY DATEr 4112!
RAINIER AVENUE S (SR ST
S GRADY WAY TO S 2ND ST
TYPICAL SECTIONS
23q
DRAWING NO. 2J
PROJECT NO. TED403430
FED AID NO. - CM0167(048)
DATE: NOV 2011
SHEET NO. 23 OF 304
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NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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