HomeMy WebLinkAboutTRO4103430.21d-
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SEE ALTERNATE
SECTION 2 (PREVIOUS SHEET) & 3
PLANTER
(WHERE
1' SIDEWALK SHOWN) 10. 5' OR
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION
AND SIZE VARIES AS
SEE INDICATED ON PLANS
ALTERNATE
SECTION 3 — ROADWAY FILL SECTION
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) 0.5' OR RIGHT TURN LANE
8' 5' 13'
VARIES
2% MAX,_
6 11
4 12
000
00
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
13
THRU LANE
000
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON
PLANS
THRU LANE
11'
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) OR RIGHT TURN LANE
8' 5' 13'
2% MAXI
6 11
4 12
c
C
000
®0 '
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
NUMBER
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
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REVISION DESCRIPTION
THRU LANE
11'
`VARIES
RAINIER AVE S
1 1LCr I I URN L/1wC
APPROX STA 30+90 TO 32+60
NTS
ROADWAY CUT SECTION
JOINT UTILITY TRENCH CONDUIT SIZE,
COUNT, AND LOCATION VARIES AS
INDICATED ON PLANS
WALL 4 SECTION,
SEE WALL SECTION DETAILS, SHEET 34
BAT LANE
RAINIER AVE S ROADWAY CUT SECTION
CONSTRUCTION ROADWAY FILL SECTION
1,MEDIAN 1,
LEFT TURN LANE
3' 0 TO 12'
BAT LANE
THRU LANE _ _ THRU LANE OR RIGHT TURN LANE
11'
� - 11' - - 13' -
EAST GUTTER
*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.
**OR REINFORCED CURB AND GUTTER, SEE SHEET 92 FOR STATIONING.
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WALL 4 & 5 SECTIONS,
SEE WALL SECTION DETAILS, SHEETS 34-35
i - ROADWAY PIVOT POINT REFERENCE FOR SEE ALTERNATE SECTION 7
— — — -� ALIGN PROFILES THIS SHEET
VARIES VARIES -- —
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1
--/7 TYPICAL SECTION H
APPROX STA 32+60 TO 34+00
NTS
THRU LANE 1
MEDIAN
11' 3'-15'
2'
1 THRU LANE
11'
2'
WEST MEDIAN REFERENCE
FOR ALIGN PROFILES
WIDENING AREA VARIES TYPICAL SECTION I
AS INDICATED ON PLANS
WAPPROX STA 36+00 TO STA 38+50
WATER MAIN PIPE LOCATION AND
NTS
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
O�7 WAS�J
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20320 W�
ISTF,
I�NAL
7
I PEDESTRIAN HANDRAIL
3 WHERE SHOWN ON PLANS
2 16 1 4
REINFORCED CONCRETE RETAINING WALL
SEE WALL PLANS AND DETAILS,
SHEETS 28, 34 AND 35.
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
THRU LANE
\-U
WIDENING AREA VARIES
AS INDICATED ON PLANS
11-14-11
SURVEYED:
DRAWN BY:
KPG
JLF
DESIGN BY:
JLF
753 9th Avenue N 2502 Jefferson Avenue
CHECK BY:
NM
Seattle, WA 98109
Tacoma, WA 98402
PROJ MGR:
JF
(206) 286.1640
www.kpg,com
(253) 627-0720
FILE: 0655DTYP01.dwg
11'
ALTERNATE SECTION 3
WALL 3
PLANTER NTS
BAT LANE (WHERE
OR RIGHT TURN LANE 'SHOWN) SIDEWALK 1
13' 5' 8'
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
BID
DOCUMENTS
2% MAX
OW&
W
- CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
SIDEWALK
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i
2% MAX
a
6
� 4
ALTERNATE SECTION 7
APPROX STA 32+60 TO 33+19
NTS
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
TYPICAL SECTIONS
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 SMALL
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 COILS INVESTIGATIONS.
9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY
CONSTRUCTION DETAIL, SHEET 24.
MATERIAL CODE
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL 1/2" FIG 70--22
2
6.5" HMA CL Y2" PG 70-22 PLACE IN 2 LIFTS
3
18 CEMENT CONIC 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 FOR PRELEVEL CL 1/2"
PG 70-22 AND 2" HMA FOR OVERLAY CL Y" PG
70-22. SEE DETAIL, SHEET 24
6
4" CEMENT CONCRETE SIDEWALK (WSDOT F-30.10-01)
OR CEMENT CONCRETE 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_SUB_GRADE
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 PLAN -
T6"
TOPSOIL TYPE A, SEE L ANDvsCAPE '' 4"NS - ----
GRAVEL BORROW
_12
13
15
BUILDUP ROADWAY GRADE WITH HMA FOR
PRELEVEL CL Y" PG 70-22 PLACED IN 3"
MAX LIFTS. SEE DETAIL, SHEET 24.
16
8.5" CRUSHED SURFACING BASE COURSE
17
2" CRUSHED SURFACING BASE COURSE
18
10" CEMENT CONCRETE PAVEMENT. SEE SHEET
92 FOR PANEL LAYOUT
19
CEMENT CONC. STAPLE CURB,
SEE DETAIL, SHEET 24
20
12" RESERVOIR COURSE INCL. HAUL, PER
SPECIAL PROVISIONS
21
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND
DRAINAGE, NON -WOVEN
21
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(0481
DATE:
NOV 2011
SHEET NO. 21 OF_304
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