HomeMy WebLinkAboutD-3426196 1/2"
1/2" R
1" R FOR 6" CURB FACE
O FACE OF CURB
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� MATCH 1/2"
I ROADWAY SLOPE
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DEPRESSED CURB AND GUTTER SECTION
AT SIDEWALK RAMPS
`AND DRIVEWAY ENTRANCES
TOP OF ROADWAY
CRUSHED SURFACIN(
BASE COURSE
OR AS SHOWN ON
NOTES:
SEE TRENCH CROSS SECTION ON DWG SDO8
FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS.
6' -6" MIN
\L WITH CSS -1 (TYP.)
GRIND OR PARTIAL
'TH 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
TER SERVICE OR OTHER UTILITY
1, 11 TYPICAL TRANSVERSE PATCH DETAIL
MIN MIN SEAL WITH CSS -1 (TYP.)
2" GRIND OR PARTIAL
DEPTH SAWCUT (TYP.)
2" MIN. HMA CL. 1/2" PG 64 -22 SURFACE COURSE
TRENCH WIDTH 6" MIN. HMA CL. 1/2" PG 64 -22 BASE COURSE
6" MIN. CRUSHED SURFACING TOP COURSE GRATE 5" MAX. TRIM GEOTEXTILE
CONSTRUCTION GEOTEXTILE FOR SEPARATION
3
N
NOTES: FRAME OVERFLOW BYPASS
g SEA BENCH CROSS SECTIONS ON DRAWINGS SD05 AND SD06
FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS.
i
N SEDIMENT AND DEBRIS
TYPICAL LONGITUDINAL PATCH DETAIL
U
6 1/2"
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w 1/2„ R 5 1/2" 1» b b
a 1" R
o FACE OF CURB MATCH ROADWAY SLOPE FILTERED
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TOP OF ROADWAY WATER
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-6" INLET PROTECTION DETAIL SECTION
J CEMENT CONCRETE TRAFFIC CURB AND GUTTER
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3
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DMjM HARRIS. AECOM 4�goFWi��P APPROVED FOR CONSTRUCTION
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10900 NE 8TH STREET, SUITE 750
o BELLEVUE, WASHINGTON 98004 0028HB8 R�LQ/'%�_
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °e9io CITY OF RENTON DATE
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6"
1" R_\ 1" R
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CEMENT CONCRETE PEDESTRIAN CURB DETAIL
-
INLET PROTECTION ISOMETRIC VIEW
NOTES:
STEM
'ASS
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 WITHO SPIELING
THE COLLECTED MATERIAL.
sC ' VERDCNL HAW 19M IMPROVEMENTS PROJECT
DESIGNED: NTS HORIZONTAL NAD 19w /1981
Y.JIANG CITY OF PHASE 1
`' RENTON SHATTUCK AVE S STORMWATER BYPASS
K. MCBRIDE DATU'
CHECKED: ONE INCH Public Works Dept. ROADWAY DETAILS
R.O'BRIEN I
�
IF NOT ONE INCH Ss w
PPFROVED. SC&E ACCORDINGLY L.. FED AID NO.: ARRA - 0167(044)
NO. REVISION BY DATE APPR R.MEYER
cu. 0 -34 PG (q IDI - 1277
RD02
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