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/—FACE OF CURB
— — 1 /2" R AND VARIES TO
1" R FOR 6" CURB FACE
,1
t MATCH 1 /2"
ROADWAY SLOPE
LL D p rr
w
1,_6„
mp-
DEPRESSED CURB AND GUTTER SECTION
AT SIDEWALK RAMPS
AND DRIVEWAY ENTRANCES
TOP OF ROADWAY
SEAL WITH CSS-1 (TYP.)
2" GRIND OR PARTIAL
DEPTH SAWCUT (TYP.)
2" MIN. HMA CL. 1 /2" PG 64-22 SURFACE COURSE
6" MIN. HMA CL. 1 /2" PG 64-22 BASE COURSE
6" MIN. CRUSHED SURFACING TOP COURSE
CONSTRUCTION GEOTEXTILE FOR SEPARATION
NOTES:
SEE 48 TRENCH CROSS SECTIONS ON DRAWINGS SD05 AND SD06
FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS.
TYPICAL LONGITUDINAL PATCH DETAIL
-an 6 1 /2"
1 /2„ R 5 1 /2" 1„
1$$ R
v MATCH ROADWAY SLOPE
—FACE OF CURB
a d „ 1R 1/2„
TOP OF ROADWAY
Id 4.1
dIT
a
1,-6„
CEMENT CONCRETE TRAFFIC CURB AND GUTTER
6'-6" MIN
1' 1'
MIN 2 5, MIN
MIN
_AL WITH CSS-1 (TYP.)
CRUSHED SURFACIN(
BASE COURSE
OR AS SHOWN ON
NOTES:
SEE TRENCH CROSS SECTION ON DWG SD08
FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS.
GRIND OR PARTIAL
7PTH SAWCUT (TYP.)
MIN. HMA CL. 1 /2" PG 64-22 SURFACE COURSE
MIN. HMA CL. 1 /2" PG 64-22 BASE COURSE
MIN. CRUSHED SURFACING TOP COURSE
Y►ATER SERVICE OR OTHER UTILITY
TYPICAL TRANSVERSE PATCH DETAIL
GR ATE
5" MAX. TRIM GEOTEXTILE
OW BYPASS
kN❑ DEBRIS
INLET PROTECTION DETAIL SECTION
RECORD DRAWINGS
8EPTEMBER 2010
BASED ON CONTRACTORS
RECORDS
6"
�.
1" R 1" R
SIDEWALKS
1 /4" JOINT FILLER
CEMENT CONCRETE PEDESTRIAN CURB DETAIL
GRATE
RETRIEVAL SYSTEM
'ASS
INLET PROTECTION ISOMETRIC VIEW
NOTES:
1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION
8-01.3(15).
2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE
IT WILL SERVICE.
3. THE BGID SHALL HAVE A BUILT—IN HIGH —FLOW RELIEF SYSTEM (OVERFLOW
BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING
THE COLLECTED MATERIAL.
SURVEYED. RAINIER AVE S (SR 167)
APPROVED FOR CONSTRUCTION DESIGNEID: SCALE. NTS A "MWOAID 13/1441 IMPROVEMENTS PROJECT
DMJM HARRIS AECOM Y.JIANG ■ CITY OF PHASE 1 PAGE
10900 NE 8TH STREET SURE 750 RE1�TTON SHATTUCK AVE S STORMWATER BYPASS N "
BELLEVUE, WASHINGTON 9M4 CHECKED!
E E IC. MCBRIDE ONE INCH DATUM
PHONE: (425) 454- FAX: () 4.54- CITY ❑F RENTON DATE R.O'BRIEN AT FULL SCALE Public Works Dept. ROADWAY DETAILS RD02
F WIT ONE INCH
APPROVED; SCALE ACCORDINGLY
NO. REVISION BY DATE I APPR I R.MEYER FED AID NO.: ARRA-0167�044)
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