ENG TRASH ENCLOSUREVaries, See detail A
this page
Non-combustible cladding, entire east side of trash
enclosure only. Ceraclad, "Contemporary Smooth"
texture and "Cocoa" color, to match eastern facade
of building. Install per manufacture's
recommendations over wood fence.
AMC
Trash Enclosure
Chain Link Gate
311_4�1- 61.811
25'-6"
Trasi Enclosure B
L5.4
Wood Fence
Wood Fence on Curb
Trash Enclosure c
L5.4
Double Swing Gate
EQ
26'
EQ
'q_� Trash Enclosure Screen Enlargement
L3.2 NTS
Erg
Lawn
Top of finish grade for lawn max.
1/4" below top of mow band, Typ.
Mow band
Planting Bed
No. 4 rebar continuous. Overlap rebar
ends by 12" minimum
5/8" minus crushed rock
compacted to 95%
Native soil, 90% compacted
�p_� C.I.P Concrete Mow Band
L3.1 NTS
3/4 Max.
1/4 Mi
y
G
L3.1
Fence Post Spacing Varies, see
Trash Enclosure Screen Enlargement
rlr%+mil A +k;,- Chr,r,+
'g:� Trash Enclosure Wood Fence
L3.2 NTS
Rounded igneous boulder, Typ. See
L3.1 & L3.3 for sizes and locations
Landscape Boulders. min. 1/4 of
boulder beneath finish grade, Typ.
C.I.P Concrete Mow Band
6" layer of 5/8" minus crushed rock,
95% compacted (typ.), beneath
boulders located in landscape areas
Native soil, 90% compacted
Boulder Adjacent to C.I.P Concrete Mow Band
NTS
5�1"
� ,
Varies,
Grading
1/4" Space, max between
each Fence Board, Typ.
5/4" x 6" TK Cedar Fence
Boards, Typ.
2x4 PT Rail, Typ.
1.5" Exterior Grade Wood
Screws, Typ.
Simpson Strong Tie HUC66 Face
Mount Hanger, or approved equal
6x6 PT Post, Typ.
6x6 PT Rail, Typ.
Simpson Strong Tie ABA 6x6
Galvanized Adjustable Post
Base with anchor bolt, or
approved eq., Typ.
6" C.I.P Curb, See CS5.0
Artistic Cap F.O.I.C. Epoxy to concrete wall, Typ.
Reinforce with two (2) #4 rebar running
continuous, spaced evenly throughout. Overlap
rebar ends by 12" min. 3/8" asphalt imp. felt
exp. joints at max. 10'-0" intervals along length
of curbing, typ.
Wedding Lawn, 1/4" below top of artistic cap
5/8" Clear Crushed Angular Drain Rock
Concrete Walkway, See CS5.0
4" Perf. Drain Line. See CS4.0
for layout and outlet
Native soil, 90% compacted
4" layer of 95% compacted
crushed rock base course
'E:� C.I.P Concrete Retaining Wall
L3.3 NTS
H
L3.1
L----
\� L----
�1 L--- ----
Rounded igneous boulder, Typ. Ser
L3.1 & L3.3 for sizes and locations
F Boulders with Grouted Joint
L5.4
A
L5.3 Concrete Stairs
Match bottom of boulder subbase
�to bottom of step subbase
III - Native soil, 90% compacted
Boulder Adjacent to Stairs
NTS
n
3'
1 -4
Trash Enclosure Double Swin
L3.2 NTS
x
M
1 /4 IV
F`
L3.1
Gate
Boulders with Grouted Joint
NTS
4"0 Gate Post w/Flat Top
Chain link fabric, 2"
9 gauge black vinyl -coated
1-1 /2" square interior upright
Truss rod (2 sides)
Tension Bar (all 4 sides)
Concrete footing
Rounded igneous boulder, Typ. See
L3.1 & L3.3 for sizes and locations
Bury minimum 1/4 of boulder
beneath finish grade, Typ.
Non -shrink grout between boulders to
eliminate all potential foot entrapment
Condition Varies, see Layout Plans
6" layer of 5/8" minus crushed
rock, 95% compacted, Typ.
Native soil, 90% compacted, Typ.
Rounded igneous boulder, Typ.
L3.1 & L3.3 for sizes and loc
Bury minimum 1/4 of er
beneath finish gr yp.
Non-shEliff'rout joint, max 1"
�Aortar Set Stone Pavers
s
6" layer of 5/8" minus crushed rock,
95% compacted Typ.
Native soil, 90% compacted
Boulder Adjacent to Mortar Set Stone Pavers
3.1) NTS
RCP #1
environmental
WORKS
Community Design Center
402 15th Avenue East
Seattle, Washington 98112
206.329.8300
206.329.5494 fax
Edmonds
Waterfront
Redevelopment
Project
220 Railroad Ave.
Edmonds, WA 98020
� Q
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ICOLAS HIDEKI MORIN
CERTIFICATE NO. 978
Site Details V
Date
29 March 2019
Bid Set
Revisions
RCP #1 RCP #1 - 12.13.2019
LSI #18 LSI #18 - 01.24.2020
Drawn by:
PC/NM/DH
Checked by (P.M.):
NM
Checked by (Q.C.):
NM
Project No.
19-001 A
L5.4 �•