HomeMy WebLinkAboutExh.25_Trash_Enclosure_and_Details.pdf16'-10"8'-2"
SHRUBS 6' HT.
AT MATURITY,
PLANTED 3'
O.C., TYP.
6' HT. WOOD
SLAT FENCE AND
GATES, TYP.
50 S.F.
TRASH/
RECYCLE
AREA
DETAILS: TRASH
ENCLOSURE AND DETAILS
A1.20
12" DIA.3"3"4'-0"6" THICK GRAVEL BED.
COVER BOTTOM OF POST.
ALLOW CONCRETE TO
GRAVEL BED. DO NOT
EXTEND POST 3" INTO
4X4 POST.
12" DIA. CONCRETE
FOOTING.6'-0" MINIMUM, SEE FENCE FRAMING DETAILFINISHED GRADE.3"112"1"COLLAR. SLOPE TOP FOR
DRAINAGE, USE TOOLED EDGES.
FINISHED GRADE.
2X4 MID BLOCK.6"SEE ELEVATION:
WOOD SLATS,
1X6
TRASH/RECYCLING SIDE
2X4 TOP AND BOTTOM FRAME.
1X6 WOOD SLATS, SEE
ELEVATION:
EXTERIOR SIDE
WOOD FENCE SECTION
1" = 1'-0"FX-SI-FENC-SSW-03
3 WOOD FENCE ELEVATION
3/8" = 1'-0"
FRAMING BEYOND1X6 WOOD SLATS
FINISHED GRADE6'-0" MIN.FX-SI-FENC-SSW-02
2
TRASH ENCLOSURE PLAN
1/8" = 1'-0"1
1V
3H
1
4SLOPE LINE OFROCK FACING4H:1V
TOP OF ROCK FACING
EXISTING OR PROPOSED GRADE
SLOPE BACK
TOWARDS THE CUT
d12"
MIN
h
NO TRAFFIC SURCHARGE
IN THIS AREA
MAX SLOPE OF SOIL
SURCHARGE
1' MIN
LAP
Ø
DEPTH OF BASE (d)
EXISTING OR PROPOSED GRADEROCK FACING HEIGHT (h)NON WOVEN
UNDERGROUND
GEOTEXTILE
UNDISTURBED SOIL
BACKFILL
2"-4" QUARRY
SPALL
FOUNDATION TO BE
DESIGNED TO
PROVIDE A MIN OF
SOIL BEARING
PRESSURE OF 2000
PSF
MINIMUM ROCK
(h)(d) SIZE(BASE) SIZE(TOP)
2 FEET 3 INCHES 2-MAN 1-MAN
4 FEET 6 INCHES 3-MAN 2-MAN
6 FEET 9 INCHES 4-MAN 2-MAN
8 FEET 12 INCHES 5-MAN 2-MAN
Ø = 14° ±1°
6" SUBSURFACE DRAIN
PIPE. BED IN MINERAL
AGGREGATE 3
8" WASHED
DRAIN ROCK. BEDDING
MUST PROVIDE MIN 3"
COVER ALL AROUND.
OUTLET TO APPROVED
DISCHARGE POINT
ROCKERY
1/2" = 1'-0"4
31 -04
NO.
PPUD SUBMITTAL
DATE REMARK
ISSUE DATE:.
DRAWN BY: .
CHECKED BY:
SHEET NO:
SHEET TITLE:
177 Western W. Suite 266
Seattle, WA 98119
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Willow Crest
Townhomes
Glenwood Ave,
Renton, WA
STATE O F W A SHI
N
GTONNO.1
.202 EX PLICENSE
D
LANDSC A P E A R C HITECT0 9 /02/2020BRE N T M .CHAS
T
A
I
N12.18.18
BC
PH, SD,BC