HomeMy WebLinkAboutR-3875206" HMA CL 1/2"
PG 64-22
PARKING MATCH RESPECTIVE ROADWAY
VARIES AND PARKING SLOPES
1.5�-2%
TRAVEL LANE
2i
4
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ET
6" CEMENT CONCRE 2-
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(SHALL MEET MATERIAL REQUIREMENTS
6" HMA CL 1/2"
OF SPECIFICATION SECTION 5-05)
PG 64-22
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4" CSTC
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CEMENT CONCRETE VALLEY GUTTER
DETAIL
NTS
- FACE OF CURB
6-1/2"
1"
R=1/2" eMATH
2
THICKENED 3" CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
NTS
FACE OF CURB
6-1/2"
VARIES FROM 6" TO 0"
VARIES
MAINTAIN 1H:6V SLOPE
ON SIDE OF CURB
R=1 /2"
R=1"
MATCH ROADWAY SLOPE
ROADWAY
R=1/2"
N o
2.07
w
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----
THICKENED CEMENT
CONCRETE
DEPRESSED CURB
SECTION
NTS
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
An
AIR ENTRAINED
CONCRETE
CLASS 3000
R=1/2" --\
O - FLUSH WITH GUTTER PAN AT CURB RAMP ENTRANCES
- 1/2" VERTICAL LIP AT DRIVEWAY ENTRANCES
- 1/2" VERTICAL RISE OVER WIDTH OF CURB AT TOP
OF RAISED INTERSECTIONS (SEE DETAIL BELOW)
6" 12"
R-1/2" FLOW MATCH ROADWAY SLOPE
LINE ROADWAY
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o�F�STNNAL EENG\�21t21t9
FACE OF CURB
6-1/2"
1"
SCORE
LINE R=1"
6"
2' V-6"
- MATCH ROADWAY
R=1/2"
MONOLITHIC CEMENT CONCRETE
CURB, GUTTER, AND SIDEWALK
NTS
PRECAST CEMENT
CONCRETE WHEEL STOP
NTS
esmxeJ HUYLAR
BEAN
1 ADDENDUM 1 JJH 6/9/16 DID xE� -
"mD. DEINHIIOEK
N0. REVISION BY DATE APPR "PP P DE aoLOT
NONE PRONE w�3oOsn
�� DATUM
2.5' (TYR)
4" WHITE
THERMOPLASTIC LINE
SEE CH1 FOR LOCATION —J
SEE DWG CH1 FOR LOCATION
ADA AISLE STRIPING DETAIL
NTS
3/8" PREMOLDED JOINT FILLER
N
o .
TIE BAR - #5 REBAR x 30" LONG
ON 36" CENTERS
LONGITUDINAL CONSTRUCTION JOINT
NTS
3/8" PREMOLDED JOINT FILLER
N
O
DOWEL BAR - 1-1/4" DIA x 18" LONG
ON 12" CENTERS
TRANSVERSE CONSTRUCTION JOINT
NTS
CONSTRUCTION JOINT GENERAL NOTES
1. WHEN A JOINT IS WITHIN 18 INCHES OF A CASTING, JOINTS SHOULD BE
SKEWED TO MEET THE CASTING AT 90 DEGREES UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
2. DOWEL BARS SHALL NOT BE PLACED WITHIN 15 INCHES OF THE EDGE OF
PAVEMENT OR A PARALLEL JOINT.
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
CITY OF CITY OF RENTON �.E 4/2016
CI °"
RETY OF SUNSET LANE NE IMPROVEMENTS "m
ON
Planning/Building/Public Works Dept. MD1
MISCELLANEOUS DETAILS 20 9,