HomeMy WebLinkAboutS-226308EXISTING ASPHALT PAVEMENT / PAVEMENT PENETRATION
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\ REMOVE SOIL TO ALLOW FOR PATCH
EXISTING ASPH ^LT PAVEMEN i PENETRATION
SAW CUT ROUGH EDGE
AND REMOVE EXCESS
ASPHALT TO PROVIDE
UNIFORM, NEAT -LINE
EDGE (TYP.).
COMPACT EXISTING SOIL TO
95% MAXIMUM DENSITY BASED
UPON THE MODIFIED PROCTOR.
PATCH PER CITY OF RENTON
CONSTRUCTION STANDARDS.
TEMPORARY ASPHALT PATCHES
WILL BE REQUIRED EXCEPT ON
ACCESS ROAD.
PROVIDE 3" CLASS 'B'
ASPHALT PAVEMENT.
PROVIDE A MINIMUM 6" OF
5/8" -MINUS CRUSHED ROCK
COMPACTED TO 95% MAXIMUM
DENSITY BASED UPON THE
MODIFIED PROCTOR.
ASPHALT PAVEMENT PATCH
ASPHALT PAVEMENT PAT, CH
NOT TO SCALE
ECOLOGY BLOCK 2' 6" x 2' 6"
(TYPICAL)
PROVIDE MIRAFI 140N FILTER
THREE BLOCK HIGH CONFIGURATION FABRIC (OR APPROVED
EQUIVALENT).
PROVIDE 1-1/2" WAS ROCK
TWO BLOCK HIGH CONFIGURATION �
EXISTING ASPHALT PAVEMENT
4" i
SAW CUT ROUGH EDGE
AND REMOVE EXCESS
ASPHALT TO PROVIDE
UNIFORM, NEAT -LINE
+ + -2"
EDGE (TYP.)
EXISTING ROAD, SHOULDER AND DITCH
6" TYP, 9n_ —
EXISTING DITCH
PROVIDE 3" CLASS 'B'
ASPHALT PAVEMENT.
INSTALL EXTRUDED CONCRETE
CURB PER CITY OF RENTON
STANDARDS PROVIDE SAME IN
AREAS WHERE ASPHALT IS NOT
EXTENDED-
PROVIDE A MINIMUM 6" OF
5/8" -MINUS CRUSHED ROCK
COMPACTED TO 95% MAXIMUM
DENSITY BASED UPON THE MODIFIED
PROCTOR.
EXCAVATE UNSUITABLE SOIL AND BACK =:
FILL WITH SELECT MATERIAL
COMPACTED TO 95% MAXIMUM DENSITY
BASED UPON THE MODIFIED PROCTOR. —
NATIVE SOIL, UNDISTURBED
PAVEMENT PER CITY OF RENTON ASPHALT PAVING EXTENSION
CONSTRUCTION STANDARDS.,
ASPHALT PAVEMENT E XCTNENSION
NOT TO SCALE
NEW OR EXISTING ASPHALT
PAVING AND EXTRUDED CURB
PER CITY OF RENTON
STANDARD DETAILS. \ NATIVE SOIL COMPACTED TO 90%
OF MAXIMUM DENSITY.
PROVIDE 12" TIGHT -LINE STORM DRAIN 6° WHERE COMMON TRENCH IS USED,
LOCATION VARIES PROVIDE PEA GRAVEL. WHERE
INDEPENDENT TRENCHES OCCUR, USE
6" PEA GRAVEL FOR TIGHT -LINE AND
} 1 -1/2" WASHED ROCK FOR
PERFORATED PIPE.
12^
CURTAIN WALL:
6" PROVIDE 2' TALL MIRAFI MIRADRAIN
4" 7 - 6000 (OR APPROVED EQUAL).
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PROVIDE MIRAFI 140N FILTER FABRIC PROVIDE 6" PERFORATED DRAIN. MAINTAIN INVERT
(OR APPROVED EQUAL). WRAP ELEVATION LOWER THAN TIGHT -LINE EXCEPT DURING
GRAVEL WITH FILTER FABRIC. TRANSITION PRIOR TO CATCH BASIN CONNECTION.
1 KLNL; ' Ut I AIL GRADE EXISTR?G SLOPE AT 1:1 FOR
FIRST 5 FEET OR TO DAYLIGHT.
NOT TO SCALE BEYOND 5 FEET SLOPE TO
GRADUALLY MEET EXISTING GRADE.
(SEE ROAD CROSS SECTIONS)
3_
48^
t PROVIDE 2:1 SIDE
6^ \ SLOPE AND HYDROSEED
DITCH WALLS.
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NATIVE SOIL COMPACTED TO
90% OF MAXIMUM DENSITY]
CURTAIN WALL: 4 PROVIDE 24^ WIDE GRASS SOD
PROVIDE 2' TALL MIRAFI MIRADRAIN _ OVER MINIMUM 4" THICK TOP
6000 (OR APPROVED EQUAL). SOIL
PROVIDE MIRAFI 140N FILTER FABRIC L 6" PERFORATED DRAIN
(OR APPROVED EQUAL). WRAP
GRAVEL WITH FILTER FABRIC. 6"
4"
1-1/2^ WASHED ROCK
NOTE:
PROVIDE BLOCK CONFIGURATION PER PLANS. BLOCK 'WALL TO CONFORM
BLOCKS SHALL BE EQUAL TO "ULTRA BLOCK" BLOCK IFIIALL ELEVATION DETAIL TO CONSTRUCTION RECORDS
WITH DECORATIVE FINISH. FINISH ALTERNATIVES
TO BE SUBMITTED TO THE CITY OF RENTON FOR MARK MILLER 10/24/00
REVIEW AND SELECTION. ': NOT TO SCALE
RH2 ENGINEERING INC. DATE
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Sm226308
3TRUCTED DITCH DETAIL
NOT TO SCALE
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b3.IOIST, SIGNED.
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ASPHALT PAVING SURFACE,
°N 06112198
EXTRUDED CURB NOT SHOWN
FOR CLARITY.
EXPIRES 9/21/00
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