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ALTERNATE
SECTION 1 1' SIDEWALK PLANTER Q' RIGHT TURN LANE
BAT LANE,
RIGHT TURN LANE OR
THRU LANE
8' 5' 0' — 12' 1'-13'(STA 10+50 TO 15+00'
13' (STA 34+00 TO 36+00)
WEST GUTTER
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JOINT UTILITY TRENCH
0
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) , ' OR RIGHT TURN LANE
8' 5' — 1713'
3 WEST GUTTER
Mqk 2q MAX- REFERENCE FOR
*
ALIGN PROFILES
Q
80 o
6 11
4 12
13 3 1 2
R 4
THRU LANE
11'
L 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
000
®O
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) OR RIGHT TURN LANE
THRU LANE
11'
THRU LANE
RAINIER AVE S
CONSTRUCTION q
LEFT TURN LANE
12'
APPROX STA 10+50 TO STA 15+00
APPROX STA 34+00 TO STA 36+00
NTS
RAINIER AVE S
CONSTRUCTION
1,MEDIAN 1,
3'
THRU LANE
BAT LANE
OR RIGHT TURN LANE 0. 'PLANTER SIDEWALK 1'
11' 11' 13' 5' 8'
THRU LANE
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES
VARIF-
-EAST MEDIAN REFERENCE
FOR ALIGN PROFILES AND
ROADWAY PIVOT POINT
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
PLANTER
BAT LANE (WHERE
THRU LANE LEFT TURN LANE 1 MEDIAN 1 LEFT TURN LANE THRU LANE THRU LANE OR RIGHT TURN LANE , ' SHOWN) SIDEWALKNIII. ow -0 1'
11' 0' — 12'
3'
— 23'
0' — 12' 11' 11' 13' 5' 8 '
21
2,
EAST GUTTER
WEST MEDIAN REFERENCE
EAST MEDIAN REFERENCE REFERENCE FOR
FOR ALIGN PROFILES 1
— — — — —
— I FOR ALIGN PROFILES ALIGN PROFILES N`P
2% MAX '�3•
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I
VARIES-77
r 'AkVARIES
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� 1
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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 �
THRU LANE THRU LANE 1 MEDIAN 1' LEFT TURN LANE
$' S' 13' 11' 11' 29 _ 5' 15' _ 2, 0' — 12'
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
STORM DRAINAGE PIPE
LOCATION AND SIZE
VARIES AS INDICATED
ON PLANS
WIDENING AREA VARIES `+
AS INDICATED ON PLANS
PEDESTRIAN HANDRAIL
WHERE SHOWN ON PLANS
a "
REINFORCED CONCRETE RETAINING WALL 6
SEE WALL PLANS AND DETAILS, 4
SHEETS 28, 34 AND 35.
d �
MPS ALTERNATE SECTION 1
Ad
a
SURVEYED: KPG
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WAsyr� I DRAWN BY: JLF
�o DESIGN BY: JLF
CHECK BY: NM
20320 w�
.off ��orsTaR�9 ��� PROJ MGR: JF
I�NAL
NUMBER REVISION DESCRIPTION BY APP. DATE I FILE: 0655DTYP01.dwg
THRU LANE
11'
EAST MEDIAN REFERENCE
FOR ALIGN PROFILES
L - — — ---------J
10 TYPICAL SECTION C
APPROX STA 18+50 TO STA 22+00
SIDEWALK NTS
000
am QL
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.
WALL 1
NTS
KPG
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402
(206) 286.1640 (253) 627.0720
www.kpg.com
VARIES_.
13 12
1
WIDENING AREA VARIES 16 2 3 8
AS INDICATED ON PLANS Z"J
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
PLANTER
BAT LANE (WHERE
THRU LANE OR RIGHT TURN LANE . 'SHOWN) SIDEWALK �
11' 13' F 5' 8'
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES
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
BID
DOCUMENTS
}'- CITY OF RENTON
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
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-3430 19
MATERIAL CODE
®
MATERIALS DESCRIPTION
1
2" HMA FOR OVERLAY CL Y2" 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 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
14
0" TO 3" MAX HMA FOR PRELEVEL CL h" 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
19
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 19 OF 304