HomeMy WebLinkAboutT-3430210
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SEE ALTERNATE
SECTION 2 (PREVIOUS SHEET) & 3
PLANTER
(WHERE BAT LANE
1' SIDEWALK SHOWN) 015' OR RIGHT TURN LANE
ROADWAY CUT SECTION
THRU LANE THRU LANE
RAINIER AVE S
CONSTRUCTION
MEDIAN 1, LEFT TURN LANE
8' 5' 13' 11' 11' 3' TO 0 TO 12' 11' 11' 13
ROADWAY CUT SECTION
THRU LANE T
WALL 4 SECTION,
SEE WALL SECTION DETAILS, SHEET 34
BAT LANE
OR RIGHT TURN LANE
VARIES
2% MAX_
J * i
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION
AND SIZE VARIES AS !T
SEE INDICATED ON PLANS
ALTERNATE
SECTION 3
PLANTER ROADWAY FILL SECTION
(WHERE BAT LANE
1' SIDEWALK SHOWN) 0.5' OR RIGHT TURN LANE
8' 5' 11 13'
VARIES
2% MAX_
000
0 0
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
1
SIDEWALK
I 8,
�I I 2% MAX_
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
000
0 0
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON
PLANS
THRU LANE THRU LANE
11' 11'
WEST MEDIAN REFERENCE
FOR ALIGN PROFILES
VARIES
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
7:Iki1
(WHERE BAT LANE
SHOWN) OR RIGHT TURN LANE THRU LANE
5' 13' 11'
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
VARIES
-111 =11
THRU LANE
11'
TYPICAL SECTION G
APPROX STA 30 +90 TO 32 +60
NTS
RAINIER AVE S
CONSTRUCTION q
,MEDIAN I, LEFT TURN LANE
3' 0 TO 12'
f� I VARIES
r
18 21 0000
e0'
JOINT UTILITY TRENCH CONDUIT SIZE,
COUNT, AND LOCATION VARIES AS
INDICATED ON PLANS
ROADWAY FILL SECTION
THRU LANE
11'
ROADWAY PIVOT POINT
VARIES
TYPICAL SECTION H
APPROX STA 32 +60 TO 34 +00
NTS
MEDIAN
3' 15'
MATERIALS DESCRIPTION
8
2" HMA FOR OVERLAY CL 1/2" PG 70 -22
2
6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS
16'
18" CEMENT CONIC TRAFFIC CURB & GUTTER
0 00
(WSDOT STD PLAN F- 10.12 -02)
AS INDICATED ON PLANS
4" CRUSHED SURFACING BASE COURSE
5
PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3° MAX
WATER MAIN PIPE LOCATION AND
AND PLACE 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2"
WEST MEDIAN REFERENCE FOR
PG 70 -22 AND 2" HMA FOR OVERLAY CL V PG
SIZE VARIES AS INDICATED ON PLANS
JOINT UTILITY
TRENCH
4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01)
CONDUIT SIZE,
COUNT,
DRIVEWAY SCHEDULE AND DETAILS, SHEET 216.
STORM DRAINAGE PIPE LOCATION AND
AND LOCATION
VARIES
ALIGN PROFILES FROM STA
SIZE VARIES AS INDICATED ON PLANS
AS INDICATED
ON PLANS
PAVEMENT. EXISTING CONCRETE PANEL
EXTENTS VARY.
8
COMPACTED SUBGRADE
9
SEE MEDIAN WITH STAMPED CONCRETE
**
TYPICAL SECTION, SHEET 194.
31 +86.55 TO APPROX STA 32 +60
SEE MEDIAN WITH LANDSCAPE TYPICAL
SECTION, SHEET 194.
11
2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLAN
EAS MEDIAN REFERENCE FOR
6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
13
GRAVEL BORROW
19
19
PRELEVEL CL J!° PG 70 -22 PLACED IN 3"
MAX LIFTS. SEE DETAIL, SHEET 24.
16
8.5" CRUSHED SURFACING BASE COURSE
17
ALIGN PROFILES FROM APPROX
18
FOR
WEST GUTTER
92 FOR PANEL LAYOUT
WEST MEDIAN REFERENCE FOR
CEMENT CONC. STAPLE CURB,
SEE DETAIL, SHEET 24
20
12" RESERVOIR COURSE INCL HAUL, PER
STA 30 +90 TO STA 31 +86.55
SPECIAL PROVISIONS
REFERENCE
REFERENCE FOR
ALIGN PROFILES FROM APPROX
ALIGN PROFILES
ALIGN PROFILES
STA 30 +90 TO STA 31 +86.55
r r VARIESXISIING ROADWAY
GRADE
VARIES
I
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°
...
''
°..
°° •a a
•,
•a
•°
e °'
1
.9 ° •'a°
•'
e•
°
I
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WATER MAIN PIPE LOCATION
AND SIZE VARIES AS !T
SEE INDICATED ON PLANS
ALTERNATE
SECTION 3
PLANTER ROADWAY FILL SECTION
(WHERE BAT LANE
1' SIDEWALK SHOWN) 0.5' OR RIGHT TURN LANE
8' 5' 11 13'
VARIES
2% MAX_
000
0 0
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON PLANS
1
SIDEWALK
I 8,
�I I 2% MAX_
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
000
0 0
JOINT UTILITY TRENCH
CONDUIT SIZE, COUNT,
AND LOCATION VARIES
AS INDICATED ON
PLANS
THRU LANE THRU LANE
11' 11'
WEST MEDIAN REFERENCE
FOR ALIGN PROFILES
VARIES
WATER MAIN PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
7:Iki1
(WHERE BAT LANE
SHOWN) OR RIGHT TURN LANE THRU LANE
5' 13' 11'
WEST GUTTER
REFERENCE FOR
ALIGN PROFILES
VARIES
-111 =11
THRU LANE
11'
TYPICAL SECTION G
APPROX STA 30 +90 TO 32 +60
NTS
RAINIER AVE S
CONSTRUCTION q
,MEDIAN I, LEFT TURN LANE
3' 0 TO 12'
f� I VARIES
r
18 21 0000
e0'
JOINT UTILITY TRENCH CONDUIT SIZE,
COUNT, AND LOCATION VARIES AS
INDICATED ON PLANS
ROADWAY FILL SECTION
THRU LANE
11'
ROADWAY PIVOT POINT
VARIES
TYPICAL SECTION H
APPROX STA 32 +60 TO 34 +00
NTS
MEDIAN
3' 15'
THRU LANE
' 11
*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,
ROADWAY CUT SECTION SEE WALL SECTION DETAILS, SHEETS 34 -35
BAT LANE
THRU LANE OR RIGHT TURN LANE
r ■
F���.._ ..- � ��,._'.'.:_4 ®mss °'� . ' .. t • .
w 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
ALTERNATE SECTION 3
THRU LANE
11'
EAST MEDIAN REFERENCE
FOR ALIGN PROFILES VARIES
____- - - - _____ - 10
TYPICAL SECTION I WIDENING AREA VARIES
APPROX STA 36 +00 TO STA 38 +50 AS INDICATED ON PLANS
NTS
11-14 -11 SURVEYED: KPG ]K3P�
'>OSwe� G nACO89c'
DRAWN BY: JLF
DESIGN BY: JLF 1539thAvenueN 2502 Jefferson Avenue
zoe
CHECK BY: NM SeaWe,WA96109 Taoorns WA96402
'a zos wm` (206)266-1640 (253) 621 -0120
,nlorsra ti.� PROJ MGR: JF K"NW Wm
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REVISION DESCRIPTION
BY APP. DATE FILE: 0656DTYP01.dwg kP9
BAT LANE
OR RIGHT TURN LANE
13'
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES—\
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WALL 3
PLANTER NTS
(WHERE
SHOWNN))��� SIDEWALK 11
5 8 II
2% MAX
T=34302 I
e� } CITY OF RENTON
BID "�
Public Works Department
DOCUMENTS APPRO ED FOR CONSTRUCTION
BY: DATE: 14��/�.
SIDEWALK
8'
1 2% MAX
<�i \i\
ALTERNATE SECTION 7
APPROX STA 32 +60 TO 33 +19
NTS
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
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.
6. 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
8
2" HMA FOR OVERLAY CL 1/2" PG 70 -22
2
6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS
WIDENING AREA VARIES
18" CEMENT CONIC TRAFFIC CURB & GUTTER
0 00
(WSDOT STD PLAN F- 10.12 -02)
AS INDICATED ON PLANS
4" CRUSHED SURFACING BASE COURSE
5
PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3° MAX
WATER MAIN PIPE LOCATION AND
AND PLACE 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2"
PG 70 -22 AND 2" HMA FOR OVERLAY CL V PG
SIZE VARIES AS INDICATED ON PLANS
JOINT UTILITY
TRENCH
4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01)
CONDUIT SIZE,
COUNT,
DRIVEWAY SCHEDULE AND DETAILS, SHEET 216.
STORM DRAINAGE PIPE LOCATION AND
AND LOCATION
VARIES
EXISTING ROADWAY MAY CONTAIN FOUR LANES
SIZE VARIES AS INDICATED ON PLANS
AS INDICATED
ON PLANS
PAVEMENT. EXISTING CONCRETE PANEL
THRU LANE
' 11
*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,
ROADWAY CUT SECTION SEE WALL SECTION DETAILS, SHEETS 34 -35
BAT LANE
THRU LANE OR RIGHT TURN LANE
r ■
F���.._ ..- � ��,._'.'.:_4 ®mss °'� . ' .. t • .
w 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
ALTERNATE SECTION 3
THRU LANE
11'
EAST MEDIAN REFERENCE
FOR ALIGN PROFILES VARIES
____- - - - _____ - 10
TYPICAL SECTION I WIDENING AREA VARIES
APPROX STA 36 +00 TO STA 38 +50 AS INDICATED ON PLANS
NTS
11-14 -11 SURVEYED: KPG ]K3P�
'>OSwe� G nACO89c'
DRAWN BY: JLF
DESIGN BY: JLF 1539thAvenueN 2502 Jefferson Avenue
zoe
CHECK BY: NM SeaWe,WA96109 Taoorns WA96402
'a zos wm` (206)266-1640 (253) 621 -0120
,nlorsra ti.� PROJ MGR: JF K"NW Wm
oxnt
REVISION DESCRIPTION
BY APP. DATE FILE: 0656DTYP01.dwg kP9
BAT LANE
OR RIGHT TURN LANE
13'
EAST GUTTER
REFERENCE FOR
ALIGN PROFILES—\
STORM DRAINAGE PIPE LOCATION AND
SIZE VARIES AS INDICATED ON PLANS
WALL 3
PLANTER NTS
(WHERE
SHOWNN))��� SIDEWALK 11
5 8 II
2% MAX
T=34302 I
e� } CITY OF RENTON
BID "�
Public Works Department
DOCUMENTS APPRO ED FOR CONSTRUCTION
BY: DATE: 14��/�.
SIDEWALK
8'
1 2% MAX
<�i \i\
ALTERNATE SECTION 7
APPROX STA 32 +60 TO 33 +19
NTS
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
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.
6. 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 1/2" PG 70 -22
2
6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS
3
18" CEMENT CONIC TRAFFIC CURB & GUTTER
FED AID NO.
(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 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2"
PG 70 -22 AND 2" HMA FOR OVERLAY CL V 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 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 PLAN
12
6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS
13
GRAVEL BORROW
15
BUILDUP ROADWAY GRADE WITH HMA FOR
PRELEVEL CL J!° 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
TYPICAL SECTIONS
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21
DRAWING NO.
PROJECT NO.
TED403430
FED AID NO.
- CM0167(048)
DATE:
NOV 2011
SHEET NO.
21 OF 304
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