HomeMy WebLinkAboutR-4367162.9 4 m (9'8 ")
914mm 405mm 2.13 m (8')
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04
E
E
914mm
;'E fir -
I L
BUS PAD FOOTING
2-946m (W-81")
#4 REBARS 0 304mm(12") O.C. EACH WAY,
50.8mm(2") BELOW TOP OF SLAB
FIELD BOOK:
SURVEYED:
SURVEY BASE MAR:
DESIGN ENTERED:
DESIGNED
CHECKED:
1626 & 1628
GAMMELL
S.S. GROSS
KUNIHIRO
NGUYEN
MITCHELL
91-94
5/94
99-00
99-00
04/OD
alm,"I'll
REQUIRED AT SOME
SITES (NOTE 2)
�mm (11.25")
FOOTING LONGITUDINAL
SECTION — NTS
I DATE I REVISION I BY I DATE
NOTES
1 FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION,
INCREASE DIMENSION AT MIDDLE OF FOOTING BY 25mm (1")
TO ASSURE PROPER DRAINAGE OF SURFACE WATER.
2. NO DRAINAGE REQUIRED IF WALL IS UNDER 609mm (2') HIGH.
3. CONSTRUCT REAR WALL FULL LENGTH OF SHELTER FOOTING OR
LANDING PAD. TAPER TO MEET SITE SLOPE.
4. FLATTER SLOPE MAY BE REQUIRED IN UNSTABLE SOILS
AS DIRECTED BY ENGINEER,
5. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS,
FED. AID No.
PROJECT No.
SURVEY No.
400593
28-23-5-27
MAINTENANCE DIVISION No. 4
19mm(3/4") CHAMFER
ALL EXPOSED
EDGES
76mm(3")FREEBOARD 304m m 150mm -1 .17 m
OVER FINISHED (12")- (r)
304,
GRADE (NOTE 3) SEE NOTE 4
RESTORE TO
. . . .......... . .... ..
MATCH EXISTING
FINISHED
GROUND
PROFILE
140mm-150mm(4y' 617) QUARRY
SPALLS
FOOTING
-El
MAX,
-I I I _.�.
f � _
CONST. GEOTEXTILE FOR
UNDERGROUND DRAINAGE
GRAVEL BACKFILL
FOR DRAINS
;JI.-ANS OF RECOi-RC.-,
EXPIRES 3/9/02
COUNTY ROAD ENGINM
� �z s ve- —,-,
cn
E
E
(0 E
E
ir nt
j— 190mm
.-)4mm(12") O.C.
------ #4 REBAR @
(EAC H WAY)
150mm(6"'l 0 UNDERDRAIN PIPE�
FOR WALLS HIGHER
THAN 309 mm (2'-.-0") (NOTE -3)
FOOTING WALL
WITH WING WALL
, N T'S
KING COUNTY DEPT. OF TRANSPORTATION
PAUL TOLIVER., DIRECTOR
116th AVENUE S.E. PHASE 11
INTERIM IMPROVEMENTS
METRO BUS PAD
R-436716
SHEET
19
OF
28
SHEETS
310-30(19)