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� "B" LINE C "nR" i Incl
SECTION
SCALE: 1 " = 3'-0"
�-� STA "B" 588+55 TO STA "B" 592+20
STA "B" 592+74 TO STA "B" 593+20
� "B" LINE
FEDAID: -
CALL 48 HOURS
N
ca BEFORE YOU DIG
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m 1-800-424-5555
JL.
SECTION
SCALE: 1 " = 3'-0"
STA "B" 592+20 TO 592+74
BerprerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
Eel
EXISTING
BUILDING
SAWCUT LINE
TRENCH
L
CONSTRUCTION NOTES
O 0.21 FT HMA CL Y INCH PG 64-22
- COMPACTED DEPTH (WEARING COURSE)
O0.29 FT HMA CL Yz INCH PG 64-22
COMPACTED DEPTH (LEVELLING COURSE)
O3 4" THK CRUCHED SURFACING TOP COURSE
40 4" THK CEMENT CONCRETE SIDEWALK
O5 2" THK CRUSHED SURFACING TOP COURSE
O CEMENT CONCRETE CURB AND GUTTER
OEXTRUDED CURB TYPE 6 PER WSDOT STD
PLAN F-10.42-00
REVISION
II
II
II
II
EXISTING FENCE � I
EXTRUDED I
CURB TYPE 6
I w
L-----
—�
No
St
to
SURVEYED:
DESIGNED:
BEE
DRAWN:
JCR
CHECKED:
SPT
BY DATE APPR APPROVED:
APP
SCALE:
AS SHOWN
,' , .° mr..'.'.,. .Ir
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1.50
"DR" LINE
1.50
SAWCUT
- L
2.78% -- -
3'-0„
TRENCH DETAIL
SCALE: 1 " = 1'-0"
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
SAWCUT/
MATCH EXIST GRADE
`— HMA CLASS Y INCH PG 64-22
MATCH EXISTING ASPHALT THICKNESS
3" CSBC
GEOTEXTILE FOR SEPARATION
NEW TRENCH BACKFILL MATERIAL
PER WSDOT STD. SPEC. 9-03.19
�-- PIPE AS SPECIFIED
IN PLAN
i
{-GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
N OTES
-1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY
DENSITY PER ASTM D-1557.
2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER
DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR
SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION
MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
KTIVED
MAY 1 2C'A
CdT °r' -ON
P1AIVI40iu
Q
BOEING COMMERCIAL AIRPLANES GROUP FlELDBOOK:
PAGE:
DRAWING NO:
GN -5
SHEET: OF:
5 F
4/30/14
ROADWAY SECTIONS AND DETAIL