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FACE OF CURB
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MATCH
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DEPRESSED CURB AND GUTTER SECTION,
AT SIDEWALK RAMPS
AND DRIVEWAY ENTRANCES
1' 1'
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
6 1 /2"
1 /2"
y
1' 6"
CEMENT CONCRETE TRAFFIC CURB AND GUTTER-
9 3
CRUSHED SURFACIN(
BASE COURSE
OR AS SHOWN ON E
NOTES:
6'-6" MIN
SEE TRENCH CROSS SECTION ON DWG SD08
FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS.
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4 1
-AL WITH CSS-1 (TYP.)
GRIND OR PARTIAL
=PTH 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
v vaTER SERVICE OR OTHER UTILITY
TYPICAL TRANSVERSE PATCH DETAIL
(`D ATE_
C " A A A \/
TDIKA ('COTEXTILE
OW BYPASS
AND DEBRIS
INLET PROTECTION DETAIL SECTION,
6"
CEMENT CONCRETE PEDESTRIAN CURB DETAIL
(- DATE_
STEM
'ASS
INLET PROTECTION ISOMETRIC VIEW
D=342619
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) V"'r;
�,of was�IF,A APPROVED FOR CONSTRUCTION SCALE: NTS VERTICAL: NAVD �988 IMPROVEMENTS PROJECT
DMJM HARRIS AECOM DESIGNED: HORIZONTAL: NAD 1983/1991 FIELDBOOK:
��' �� Y.J TANG j� CITY OF PHASE 1
PAGE:
10900 NE 8TH STREET, SUITE 750 �� j DRAWN: K. MCBRIDE ' AT M "u RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
BELLEVUE WASHINGTON 98004 � 0029998 D U
�� �ISTERww e I,-[ I CHECKED: I ONE INCH � Public Works Deft. ROADWAY DETAILS RD02
PHONE: (425) 454-5600 FAX: (425) 454-0220 �SSIONAL EG�� CITY OF RENTON DATE R.O'BRIEN AT FULL SCALE
IF NOT ONE INCH SHEET: 1 9 OF: 48
APPROVED: SCALE ACCORDINGLY
FED AID NO.: ARRA-0167(044)
NO. REVISION BY DATE APPR R.MEYER
D- 2 7 3 4 2 6
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