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ALTERNATE
SECTION 1 1' SIDEWALK PLANTER , ' RIGHT TURN LANE
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4
BAT LANE,
RIGHT TURN LANE OR
THRU LANE
8' 1 5' 11 0' - 12' 11'- 13'(STA 10 +50 TO 15 +OC
13' (STA 34 +00 TO 36+00)
WEST GUTTER
REFERENCE FOR
2% MAX _ — ALIGN PROFILES
4
000
00
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
PLANTER
(WHERE
1' SIDEWALK SHOWN)
8' 5' - 17'
M4
2% MAX_
4
RAINIER AVE S
CONSTRUCTION q
THRU LANE THRU LANE LEFT TURN LANE
11'
VARIES
WIDENING AREA VARIES
AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
BAT LANE
OR RIGHT TURN LANE THRU LANE THRU LANE LEFT TURN LANE
13' 11' 11' 0' - 12'
ST GUTTER
REFERENCE FOR
ALIGN PROFILES
0 00
e 0�JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
PLANTER
(WHERE
1' SIDEWALK SHOWN)
000 (`
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
*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.
BAT LANE
11'
12'
TYPICAL SECTION A
APPROX STA 10 +50 TO STA 15 +00
APPROX STA 34 +00 TO STA 36 +00
NTS
RAINIER AVE S
CONSTRUCTION
MEDIAN
3' -23'
WEST MEDIAN REFERENCE
FOR ALIGN PROFILES I�. -- J--- - -. -�I
\
VARIES
7 10 I--------- - - - - -I
WIDENING AREA VARIES
AS INDICATED ON PLANS TYPICAL SECTION B
APPROX STA 15 +00 TO STA 18 +50
NTS
STORM DRAINAGE PIPE LOCATION AND RAINIER AVE S
SIZE VARIES AS INDICATED ON PLANS CONSTRUCTION
STORM DRAINAGE PIPE
LOCATION AND SIZE
VARIES AS INDICATED
ON PLANS
AS INDICATED ON PLANS
PEDESTRIAN HANDRAIL
WHERE SHOWN ON PLANS
REINFORCED CONCRETE RETAINING WALL
SEE WALL PLANS AND DETAILS,
SHEETS 28, 34 AND 35.
y INUMBERI REVISION DESCRIPTION BY APP. DATE
�12
TYPICAL SECTION C
APPROX STA 18 +50 TO STA 22 +00
SIDEWALK NTS
ALTERNATE SECTION 1
MEDIAN
1,, THRU LANE
1 3' 1 1 11'
II
J
MATERIALS DESCRIPTION
1
Nib
2
6.5" HMA CL )j" PG 70 -22 PLACE IN 2 LIFTS
3
11-14-11
SURVEYED:
KPG
4
4" CRUSHED SURFACING BASE COURSE
5
DRAWN BY:
JLF
PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 1/2" PG 70 -22
��
AND 2" HMA FOR OVERLAY CL 1z° PG 70 -22. SEE DETAIL,
DESIGN BY:
JLF
6
75391hAvenueN 2502JefemonAvenue
CHECK BY:
NM
SCHEDULE AND DETAILS, SHEET 216.
Seattle,WA98109
Tacuma,WA98402
PROJ MGR:
JF
EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY
(206)266.1640
(253) 627 -0720
9
SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION,
SHEET 194.
www.kpg.com
SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194.
11
FILE: 0655DTYP01.dwg
12
6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
THRU LANE
11'
VARIES
BAT LANE
OR RIGHT TURN LANE
13'
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES
/ ` - -(77 \- EAST MEDIAN REFERENCE
FOR ALIGN PROFILES AND
ROADWAY PIVOT POINT
WIDENING AREA VARIES z
AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
LEFT TURN LANE THRU LANE THRU LANE
0' - 12' 11' 11'
EAST MEDIAN REFERENCE
FOR ALIGN PROFILES
VARIES
PLANTER SIDEWALK
5' 1 8'
2% MAX
PLANTER
BAT LANE (WHERE
OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1'
13' 5' 8'
EAST GUTTER
REFERENCE FOR K
ALIGN PROFILES �2% MAX SUMP
37
III -III Mq�'.
WIDENING AREA VARIES Z`J
AS INDICATED ON PLANS 16 4
WATER MAIN PIPE LOCATON AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
PLANTER
BAT LANE (WHERE
AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
CITY OF RENTON
BID
Public Works Department
DOCUMENTS APPROVED FOR CONSTRUCTION
BYr DATE:
4
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.
T- 343019
MATERIAL CODE
®
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL %2 PG 70 -22
2
6.5" HMA CL )j" PG 70 -22 PLACE IN 2 LIFTS
3
18" CEMENT CONIC TRAFFIC CURB & GUTTER
DATE:
(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 FOR PRELEVEL CL 1/2" PG 70 -22
AND 2" HMA FOR OVERLAY CL 1z° PG 70 -22. SEE DETAIL,
SHEET 24
6
4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR
6" CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY
SCHEDULE AND DETAILS, SHEET 216.
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
9
SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION,
SHEET 194.
10
SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194.
11
2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS
12
6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
13
GRAVEL BORROW
14
0" TO 3" MAX HMA FOR PRELEVEL CL )i° PG 70 -22 TO
ACHIEVE MEDIAN ELEVATION AND POSITIVE DRAINAGE. SEE
DETAIL, SHEET 24
16
8.5" CRUSHED SURFACING BASE COURSE
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
TYPICAL SECTIONS
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19
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
- CM01671046)
DATE:
NOV 2011
SHEET NO.
19 OF SO4
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