HomeMy WebLinkAboutTRO4103430.201' SIDEWALK
8'
rj a a
SEE
ALTERNATE
SECTION 2
PLANTER
(WHERE BAT LANE
SHOWN) OR RIGHT TURN LANE
5' 13'
THRU LANE
11'
THRU LANE
11'
AS INDICATED ON PLANS
JOINT UTILITY TRENCH WATER MAIN PIPE LOCATION AND
CONDUIT SIZE, COUNT,
SIZE VARIES AS INDICATED ON PLANS
AND LOCATION VARIES STORM DRAINAGE PIPE LOCATION AND
AS INDICATED ON PLANS SIZE VARIES AS INDICATED ON PLANS
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) OR RIGHT TURN LANE THRU LANE
85' 13' 11'
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS -
0 00
000
PEDESTRIAN
HANDRAIL
WHERE SHOWN
ON PLANS
Ln
STRUCTURAL EARTH
N
o WALL, SEE WALL PLANS
AND DETAILS, SHEET 33
N
u (
Ln
Ln
co
0
0O.
i JOINT UTILITY TRENCH
Cn, CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS f
/
cD
Q *3:1 MAX TO MATCH EXISTING SLOPE,
v ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT,
OR INTEGRAL CURB PER DETAIL, SHEET 24,
AS INDICATED ON PLANS.
0
z
0
z
W
cn
v
W
D
O
0_
LEFT TURN LANE
0' — 12'
RAINIER AVE S
CONSTRUCTION
i
LEFT TURN LANE
1,MEDIAN 1,
—0' — 12' 3'
ni i iwi� ..iln L�JI VV IV �JI/'1 L/T�1�J
NTS
THRU LANE 1'
/AJ isvuiUH i tv Uiv t'LHIVJ
\ WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
eriv�nnv nl\Ln Ynl\ILJ
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
RAINIER AVE S
CONSTRUCTION
MEDIAN
3' — 25'
TYPICAL SECTION E
NTS
RAINIER AVE S
TYPICAL SECTION F
NTS
THRU LANE
THRU LANE
FOR ALIGN PROFILES AND
ROADWAY PIVOT POINT
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
THRU LANE
THRU LANE
PLANTER
BAT LANE (WHERE
OR RIGHT TURN LANE Q. 'SHOWN)
13' 5'
EAST GUTTER
SIDEWALK 1'
8'
WIDENING AREA VARIES
AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
PLANTER
BAT LANE (WHERE
OR RIGHT TURN LANE ' SHOWN)
13' 5'
EAST GUTTER
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
ROADWAY CUT SECTION
BAT LANE
STORM DRAINAGE PIPE LOCATION AND
SIZE 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
PLANTER
(WHERE
SIDEWALK 1'
8'
00 0
00 0
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
ALK 1'
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
00 AS INDICATED ON PLANS
PEDESTRIAN HANDRAIL
WHERE SHOWN ON PLANS
> L
NTS
STRUCTURAL EARTH WALL
SEE WALL PLANS AND DETAILS,
SHEET 33
SIDEWALK
27 MAX
•
1. SUBGRADE PREPAFATION 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
PRO',ADE 2' MINIMUM C.-EARANCE,
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. CCONCRETE 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-
MATERIAL CODE
343020
®
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL �z PG 10--K
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 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 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
16
8.5" CRUSHED SURFACING BASE COURSE
11-14-11
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SURVEYED: KPG
DRAWN BY: JLF
DESIGN BY: JLF
CHECK BY: NM
PROJ MGR: JF
FILE: 0655DTYP01.dwg
753 9th Avenue N 2502 Jefferson Avenue B
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286-1640 253 627-0720
(
www.kpg.com
"-- CITY OF RENTON
IML
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
RAINIER AVENUES (SR 1 6%)
S GRADY WAY TO S 2ND ST
TYPICAL SECTIONS
DRAWING NO. 20 _
PROJECT NO. TED403430
FED AID NO. CM0167(048)
DATE: NOV 2011
SHEET NO. 20 OF 304
REVISION DESCRIPTION
BY
APP.
DATE