HomeMy WebLinkAboutR-43882000
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101, 6"
BOTTOM OF
CUT/SAWED
@ 15' INTER)
EXTRUDED CURB (ON -SITE ONLY)
NOT TO SCALE
HMA CLASS 1/2", PG 64-22
2"
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✓LENT CONCRETE
ZB, WSDOT SPEC.
G
SEE LANDSCAPE PLAN
FOR FILL BEHIND CURBS
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
11 MIN. DEPTH STRUCTURAL
riLL COMPACTED TO 95%
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF
ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
STANDARD PAVEMENT SECTION (ON -SITE ONLY)
NOT TO SCALE
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05/15/2026
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PAVEMENT iO
8"
FLUSH CURB (ON -SITE ONLY)
NOT TO SCALE
L #3 BARS (2) 2" CLR (TYP)
ELEVATION
M
g„ �--13/16" DIA. HOLES
PLAN
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPECIFICATION 8-04.3.
I�6
5'
2 1/2" � 2 1/2"
6„ #3 BARS (2)
10" NOTES:
NON -SHRINK 1. THE NON -SHRINK GROUT USED TO
GROUT ATTACH THE PRECAST CURB SHALL
CONSIST OF 3:1 SAND AND CEMENT.
GROUT TO A DEPTH OF 1" FROM THE
TOP OF THE BUMPER.
#6 BAR (2)
18" MIN 2. LOCATIONS FOR WEEPHOLES, AND
V-SLOTS SHALL BE IDENTIFIED ON
THE DELIVERY ORDER DRAWINGS.
3. CONCRETE SHALL HAVE A
COMPRESSIVE STRENGTH OF 3000
ATTACHMFNT nFTAII PSI AT 28 DAYS.
WHEEL STOP
NOT TO SCALE
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
PAVEMENT --�
a 1
7 3/4"
VERTICAL CURB
NOT TO SCALE
x- 1/4" EDGED GROOVE
FINISH GRADE AT BACK OF
CURB TO BE AT SAME
HEIGHT AS PAVEMENT
FINISH GROUND GRADE
NOTE
CONSTRUCTION SHALL CONFORM
TO WSDOT SPEC. 8-04.3
r2"
/\\ \\\ \ /\\ \\ \ \ \\ T CONCRETE SIDEWALK (CLASS 3000)
D SURFACING TOP COURSE PER
NDARD SPECIFICATION 9-03.9(3)
ED SUBGRADE
PER PLAN
NOTES:
1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL
BE 95% OF MAXIMUM DENSITY.
2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT
MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS; AT DRIVEWAY
RETURNS; AND AROUND ALL UTILITY POLES, METER BOXES, ETC. IN
SIDEWALKS.
3. PROVIDE WELDED WIRE MESH (4x4 W1.7/W1.7) IN ALL AREAS
SUBJECT TO VEHICLE LOADING.
CEMENT CONCRETE SECTION (ON -SITE ONLY)
NOT TO SCALE
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R-438820