DO NOT ISSUE - APPROVED PLN RESUB2 BLD2021-0895+LANDSCAPE PLAN+12.27.2021_4.55.17_AM+2591941Eastman King
Residence
(6)
t
I
i
(1) Stev artia monadelpha
Tall Stewartia
Emerald Hills Community path
(20' wide)
I
tw 354.80
I bw 354.30
tw 360.80
! bw 355.00
tw 365.34
bw 361.00
110' sanitary sewer
easement
setback line
4' ht. max. horizontal wood fence
atop retaining wall
nati e low maintenance
planting at b se of retaining wall
1
I
building overhang
6' ht. retaining wall (typ.)
Allan Block AB Europa collection
tw 367.38
!! bw 361.00
4' ht. max. hdrizontal wood fence
atop retaining wall
Amelanchier 4nifolia 'Honeywood'
Hone rood Serviceberry
1
(15) Thuja oc identalis 'Smaragd'
Eme4d Green Arborvitae
I
tw 367.38
bw 361.00
tw 360.80
bw 355.00
I tw 354.80
bw 349.00
I
IWIR [filLaTNTAX-1
LVV Uvv.v'-r
bw 364.00
(5)
propose',
min. 1. 5" cal.
Comus kousa 'Eddie's White Wonder'
Eddie's White Wonder Dogwoo
trees to
eet City of Edmonds ode
23.10.06
.C.5
EWW D
wood more disease r slsta
than nati
e species
Comu N
ttallii (Pacific Dogwoo )
(2) Pyrus ca letyana 'Glen's Form' TM
Chanticle,er Callery Pear
12' utility easelinent
stairs to
main entry
(2) Acerpal atum 'Sango Kaku'
Coral Bark Japanese Maple
5' wide concr to walkway
CE
W
Z
J �
CO
concrete walkway and stairs
ex. utility box s to remain
trash & recyl
containers
concrete ret ining wall,
see civil, typi
hl nTF.q
Planting Notes
1. Plant quantities listed on this sheet are total quantities for each
species. See 1-2 for plant schedule and details.
2. Landscape Architect (L.A.) or Owner shall approve all plant
material upon delivery.
3. Contractor to layout all plant material and get approval from L.A.
prior to planting anything in the ground.
4. Plants shall meet the current American Standard for Nursery
Stock and shall be healthy, vigorous and well -formed, with
well -developed: fibrous root systems, free from dead branches or
roots. Plants shall be free from damage caused by temperature
extremes, lack of or excess moisture, insects, disease, and
mechanical injury. Plants in leaf shall be well foliated and of good
color. Plants shall be habituated to outdoor environmental
conditions (hardened off)
5. Root balls of potted and balled and burlapped (B&B) plants must
be loosened and pruned as necessary to ensure there are no
encircling roots prior to planting. At least the top half of burlap and
any wire straps are to be removed from B&B plants prior to planting,
The plant should be completely vertical. The top of the root flare,
where the roots and the trunk begins, should be about one inch
from the surrounding soil
Soils:
1. Incorporate 8" of 3-Way topsoil from Cedar Grove (or equal) tilled
to a depth of 12'' to all planting areas & mounded to account for
settling.
2. Install 2" top course of Cedar Grove Landscape Mulch (or
approved equal) to all planting areas.
Cedar Grove: (877) 764-5748
3. See soil management Plan (Sheet L-4) for specific soil placement
instructions and designated areas
4. All disturbed soil areas to meet requirements as directed on Soil
Management Plan to ensure compliance with BMP T5.13. Testing
results and lading bills are required to be submitted to the City.
Irrigation:
1. Contractor to design/build irrigation system to provide head to
head coverage for all planting areas. See L-3 for Specifications
2. Irrigation water shall be applied with goals of avoiding runoff and
overspray onto adjacent property, non -irrigated areas, and
impervious surfaces.
3. Modified irrigation system to follow water conservation best
management practices and include a rain sensor.
Tree Removal:
NOT APPLICABLE FOR THIS PROJECT. NO EX. TREES LOCATED
ON SITE
NO PROPOSED DISTURBANCE OF TREES OR NATURAL
VEGETATION ON STEEP SLOPE AREAS.
nL�0 4 8 16
SCALE-1 /8" = T-0" NORTH
129 Skyline Dr.
Edmonds, WA 98929
a).
landscape architecture
p ❑ b ❑ x g 7 z
edm❑nds • was hin9t❑n ■ 98020
p h o n e J f a x •( 2 o 6) 5 4 5 0 3 4 z
w w w s t u d i 0 3 4 z c❑ m
STATE OF
WASH I NGTON
REGISTERED
LANDSCAPE ARCHITECT
cs.r
CHAD S. WICHERS
CERTIFICATE No. 931
project number: 20211004
drawn: CSWIJMM
checked: Studio 342
date
issue 1 revision
03.08.21
Schematic Design
03.12.21
Revisions
03.24.21
Revisions
04.01.21
Revisions
05.20.21
Driveway Revisions
06.03.21
SMP
10.06.21
Wall Study
12.20.21
Permit
Schematic
Landscape Plan
L-1
C) studio 342 Landscape Architecture, LLC
CONCEPTUAL TREE SCHEDULE
TREES CODE
QTY BOTANICAL NAME
E SAN 3 Acer palmatum 'Sango Kaku
COMMON NAME
SIZE CONTAINER REMARKS
Sango Kaku Japanese Maple i' Ht. B&B Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ.
ACE JRD 8 Acer shirasawanum 'Jordan' Jordan Fullmoon Maple 8' Ht. B&B
AME HON
6
Amelanchier alnifolia 'Honeywood'
Honeywood Serviceberry
2" Cal.
B&B
COR EDD
5
Cornus kousa ' Eddie's White Wonder'
Eddie's White Wonder Dogwood
8' Ht.
B&B
RU CHA 2
STE MON 1
Pyrus calleryana 'Glen's Form' TM
Stewartia monadelpha
CONCEPT PLANT SCHEDULE
ORNAMENTAL PLANTING
Festuca glauca 'Elijah Blue'/ Elijah Blue Fescue
Kalmia latifolia 'Tiddlywinks' 1 Tiddlywinks Mountain Laurel
Lysimachia nummularia / Creeping Jenny
Miscanthus sinensis'Morning Light' I Morning Light Eulalia Grass
Nandina domestica 1 Heavenly Bamboo
Nassella tenuissima 'Pony Tails'/ Mexican Feathergrass
Pieris japonica 'Prelude' 1 Prelude Japanese Pieris
Pittosporum tobira 'Wheeler's Dwarf 1 Wheeler's Dwarf Pittosporum
Rhododendron x 'Nestucca' I Nestucca Rhododendron
Rubus pentalobus 'Emerald Carpet' / Bramble
NATIVE REVEGETATION PLANTING
Deschampsia cespitosa 1 Tufted Hair Grass
Fragaria chiloensis J Beach Strawberry
Mahonia nervosa 1 Oregon Grape
Philadelphus lewisii I Wild Mockorange
Polystichum munitum J Western Sword Fern
Ribes sanguineum I Red Flowering Currant
Vaccinium ovatum 1 Evergreen Huckleberry
Chanticleer Callery Pear
Tall Stewartia
3,094 sf
3,110 sf
1 gal., Pat
2 gal., Pot
4", Pot
1 gal., Pot
5 gal., Pot
1 gal., Pot
2 gal., Pot
2 gal., Pot
2 gal., Pot
1 gal., Pot
1 gal., Pot
4", Pot
2 gal., Pot
5 gal., Pot
1 gal., Pot
5 gal., Pot
2 gal., Pot
2" Cal. B&B
8' Ht. B&B
Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ.
Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ.
Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ.
Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ_
Matched, Evenly Branched, Meets
Nursery Quality Industry Standard,
Stake per detail, typ.
plant joints with groundcover
12" x 4' x 2'' pre -cast conc. large narrow paver
from StepStone inc.
1'' sand setting bed
specified topsoil
%8' minus crushed rock
compacted to 95%
95% compacted subgrade
or undisturbed native soil
Pre -cast Concrete Paver Detail
SCALE: N.T-S.
)12" diameter black rubber hose &
12 ga. wire tie. height to be just
_.: high enough to hold tree upright.
tie at one level only
(3) 2x2 d.f. woad stakes or rebar
- drive to refusal outside rootball
plant slightly higher than -
scarify rootball & spread roots,
grown In nursery and pull insure crown is not buried Or cut twine & p burlap off top
after settling and mulching Y2 of rootball
2" depth mulch
fill planting pit with native
soil or specified backfill 4" watering basin
scarify edge of finish grade
planting pit
PLANT SLIGHTLY HIGHER
THAN GROWN IN NURSERY
AND INSURE THAT CROWN
IS NOT BURIED AFTER
SETTLING AND MULCHING
FILL WITH ORIGINAL SOIL
OR SPECIFIED BACKFILL
SCARIFY Fr)GF OF
PLANTING PIT
<— existing soil
firmly tamp prepared soi
to avoid settling
2x rootball dia. NOTE: stake trees only if
min. determined necessary by L.A.
Deciduous Tree Planting Detai
SCALE: N.T.S.
IVII IN. LA
ROOTBALL DIAMETER
Evergreen Tree Planting Detail
SCALE: N.T-S-
plant slightly higher than
grown in nursery and
insure crown Is not bur
after settling and mulch
fill planting pit with nat
soil or specified bacl
scarify edge
planting
2x2 WOOD STAKE DRIVEN To REFUSAL
SECURE TO TREE W/ (2) STRANDS OF
NURSERYMANS TAPE. TOP OF STAKE
TO POINT TOWARD PREVAILING WIND
SCARIFY ROOTBALL AND SPREAD
ROOTS OR CUT TWINE & PULL
BURLAP OFF TOP OF ROOTBALL
2" DEPTH MULCH PER SPECS
4" WATERING BASIN
FINISH GRADE
EXISTING SOIL
FIRMLY TAMP PREPARED SOIL
TO AVOID SETTLING
NOTE: STAKE TREES ONLY IF NECESSARY
AS DETERMINED BY PROJECT LANDSCAPE
ARCHITECT
scarify rootball & spread roots,
or cut twine & pull burlap off top
%3 of rootball
2" depth mulch
4" watering basin
finish grade
existing soil
firmly tamp prepared soil
to avoid settling
Eastman King
Residence
129 Skyline Dr.
Edmonds, WA 98929
p ❑ b ❑ x g 7 z
edmonds ■ was hingt❑n ■ 98020
p h o n e J f a x ■( 2 o 6)5 4 5 0 3 4 z
w w w s t u d 1 o 3 4 2 c❑ m
STATE OF
WASH I NGTON
REGISTERED
LANDSCAPE ARCHITECT
wcs,W�
CHAP S. WICHERS
CERTIFICATE NO. 931
project number: 20211004
drawn:
checked: Studio 342
date
issue 1 revision
03.08.21
Schematic Design
03.12.21
Revisions
03.24.21
Revisions
04.01.21
Revisions
05.20.21
Driveway Revisions
06.03.21
SMP
12.20.21
Permit
Plant Schedule
CX
Details
SCALE: N.T-S.
L-2
C) Studio 342 Landscape Architecture, LLC
Eastman King
Residence
1.00 General
1.01 Summary
A. Provide a fully automatic bidder designed irrigation system installed
by a qualified, licensed Contractor.
1.02 Quality Assurance
A. Perform work in strict accordance with the applicable plumbing,
electrical, and health codes.
B. Obtain and pay for all permits and approvals required by the local
jurisdictional authorities for the full operation of the system.
C. The work is subject to Landscape Architect tests and inspections as
specified. Furnish written notice to the Landscape Architect 72 hours
minimum prior to the required test or inspection.
D. Include a master valve on the incoming mainline at the backflow
preventer location. Advise Landscape Architect if mainline pressure is
insufficient to permit the additional pressure loss of a master valve.
1.03 System Coverage
A. Provide full coverage* in all planted areas. Exercise professional
judgement in selection, location, height, and angle of sprinkler heads.
Select and locate heads to avoid erosion, spraying building, and
excessively washing walks. Shrub zones, sprinkler heads with widely
varied precipitation rates, and differing sun exposures are to be valved
separately. (Full coverage is defined as head to head coverage with a
plants receiving adequate water).
1.04 Guarantee
A. Guarantee system against defects of installation and material for a
period of one (1) year after acceptance of sprinkler system. During
guarantee period check, clear, and adjust sprinkler heads and otherwise
insure adequate operation of system at maximum three (3) month
intervals during the year.
1.05 Submittals
A. Plans - Two (2) sets of irrigation plans showing pipe and head layout,
spray pattern, and equipment list.
B. Catalog Cuts - Manufacturer's descriptions of all proposed materials.
C. Make submittals to Landscape Architect for review prior to
construction. Approval of plans and materials by Landscape Architect
does not change the Contractor's responsibility for providing full
coverage in planting areas.
1.06 Substitutions
A. Substitutions to the equipment specified will be permitted only with
the express written approval of the Landscape Architect and when the
substituted item is equal or better in quality than the item originally
specified. The final determination for equal rests with the Landscape
Architect,
1.07 As -Built Drawings
A. Maintain a current record of all pipes and equipment placement and
record any variations from the original design.
B. Dimension pipe and equipment in variance to plans to two
permanent structures sufficient for location after burial.
C. Submit a neat and legible as -built drawing of complete irrigation
system upon completion of irrigation system and prior to releases of
final payment. Provide reduced scale copy of plan, plastic encased, for
attachment inside controller door.
2.00 Materials
2.01 Meter
A. Per local code.
2.02 Galvanized Pipe and Accessories
A. Pipe - Standard weight steel pipe, electrical resistance weld, ASTM
Schedule 40.
B. Fittings - Malleable galvanized fittings.
C. Exterior Coatings - Primer and Matte Black Alkyd Oil Enamel for
above grade pipe and fittings. 'Fields 125' bituminous coating for pipe
and fittings below grade.
2.03 Plastic Pipe and Fittings
A. Pipe - Mainline: Schedule 40 PVC pipe, manufactured from a Type
Grade I Polyvinyl Chloride (PVC) compound with a Cell Classification of
12454 per ASTM D1784. The pipe shall be manufactured in strict
compliance to ASTM D1785 and D2665 (where applicable).
Lateral lines: PVC 1120 or 1220, Class 200 conforming to U.S. Product
Standard PS 22-70 and ASTM 2241, marked with manufacturer's name,
class of pipe, NSF seal, and date and shift of manufacturing run.
Provide uniform, smooth and glossy pipe with no evidence of interior or
exterior extrusion marks. Pipe end pre -belled or straight to receive
solvent -weld couplings.
2.04 Sprinkler Heads and Nozzles
A. Rainbird, Toro, Weathermatic, or approved equal. Brass or plastic.
Pop-up type spray heads in all shrub beds areas. Select nozzles to
provide full coverage and to prevent erosion and overspray of buildings,
windows, walks, etc.... Galvanized risers used only upon approval of
Landscape Architect.
2.05 Risers
A. Plastic bodies - 6" & 12" high pop-up Rainbird 1800 Series, or
approved equal.
B. Brass bodies - Only if requested by Owner.
2.06 Automatic Valves
A. 24 volt, normally closed, provide with flow adjustment/shut-off handle
and manual bleed cock.
B. Brass, or plastic. Weathermatic 8200CR or 11000CR, or approved
equal.
2.07 Master Valve
A. Brass only.
2.08 Valve Boxes
A. General - Black or green plastic with bolt down lock -top capability.
B. Automatic Valves/Pressure Reducing Valve - Carson 132013-13B or
approved equal. Lid marked valve.
C. Backflow Preventer - Carson 1730C-12B or approval equal.
D. Shut-off Valve - Carson 10" diameter or approved equal.
E. Quick Coupling Valve - Carson 6" diameter or approved equal.
2.09 Automatic Controllers
A. 120 volt service with 24 volt output and UL approved, lockable door.
Size for minimum of two additional future zones. 14 day capability and
option of any 30 minute start of a 24 hour day. Time spread per station
0-60 minutes. Include Master Valve terminal or a pump start terminal for
Master Valve operation.
2.10 Wire
A. UL approved OF and UL marked insulation jackets +/- #14 OF
direct burial, solid copper, from controller to valves. ASTM B-3. Red or
black for hot side, white for common ground, any third color for auxillary
wires. Multi -strand wire is acceptable if distance from controller to
furthest valve is less than 500 feet. 3M DBY below grade wire splices.
Screw -type and taped splices above grade per code.
2.11 Quick Coupling Valve For Air Blowout
A. Rainbird or approved equal with 1" MPT key.
2.12 Shut -Off Valve
A. Champion Angle Valve, Mueller, or approved equal. Stop and Waste
valve where allowed by code. Provide 30'' long key for valve operation.
2.13 Backflow Preventer
A. Per State of Washington approved list and as approved by local
code. Febco #850 double check valve assembly or approved equal.
Include resilient seat gate valve on each end of unit and Y2" brass,
screwed end, 150# WOG drive valve on downstream side.
2.14 Pressure Reducing Valve
A. Watts #223, Wilkens #500, or approved equal. Contractor has the
option of utilizing a pressure reducing valve or automatic valves with
pressure reducing capability.
2.15 Check Valves
A. KBI King -Check or approved equal. SAMS (seal-a-matic) may be
used with an auto -drain and a gravel sump (minimum 1 CF) at the
lowest end of each zone.
3.00 Installation
3.01 Examination
A. Prior to starting work carefully inspect the prepartory work of other
trades and verify that such work is acceptable for the installation of this
work. Report all unacceptable conditions to the Landscape Architect.
Do not begin work until unacceptable conditions have been resolved.
Beginning work constitutes Contractor acceptance of conditions.
3.02 Meter
A. Verify need with local water purveyor. Determine location, size, and
type of pipe in the service from the main.
3.03 Trenching
A. Make trenches for irrigation system. Finish trenches free from rock,
debris, or sharp articles. Provide depth to acheive minimum 16" cover
for shrub beds, and 16" cover for mainline. Removed unused trench
spoils from site.
3.04 Pipe
A. Cut PVC pipe ends at 90 degrees to the pipe length and clean all
cutting prior to cementing. Wipe pipe ends clean with rag lightly wetted
with PVC thinner. Apply cement with light coat on inside of fitting and
heavier coat on outside of pipe. Insert pipe into fitting and give a
quarter turn to seat cement. Wipe excess cement from outside of pipe.
3,05 Sleeving
A. Class 200 PVC, 4" minimum diameter. Schedule 40 under asphalt or
crushed rock paving. Verify with Landscape Architect if sleeves are to
be installed by others.
3.06 Spray Heads and Risers
A. Set shrub heads with flange flush or slightly below finish grade at a
minimum distance of 4 inches from planter edge. Provide double swing
joint or flexible swing pipe and spiral barbed fitting (connection at
bottom of sprinkler body only) for connection to lateral.
3.07 Nozzles
A. Select nozzles to provide full coverage without causing erosion
problems, staining of siding, or drift onto windows.
3.08 Electric Wire
A. Install wire in conduit where required by local code. Bury at sufficient
depth to meet local code and in no case less than bottom side of
parallel pipe. Bundle control wires and tape at 10' intervals. Tape
bundles to adjacent pipe. Install wire in sleeves under all pavement.
Splices shall occur at boxes only.
3.09 System Expansion
A. Provide a minimum of two (2) auxillary wires for future valve locations
Run one unconnected spare control wire from the controller though
each intermediate valve to terminate at the valve(s) at the ends of the
main line. Loop at least 24'' of wire at each of the intermediate valve
boxes. Mark spare wires at the controllers and in boxes with permanant
tag. Coil spare wire in plastic valve box.
3.10 Backfilling Trenches
A. Set pipe to ensure no puncture damage or future settlement. Lay
mainline pipe with manufacturer's designations toward top of trench.
Compact backfill to no less than 90% density at optimum moisture
content. Backfill around sprinkler heads to restrict movement of heads
by external force. Repair all trench settlement and finished surface
damage due to settling during warranty period.
3.11 Automatic Valves
A. Install in specified valve box. Provide PVC nipple (minimum 4" long)
on the inlet side and compression coupling or PVC union on the outlet
side. Adjust flow with stem of valve to balance system. Mount valve
boxes flush with finish grade unless otherwise indicated on drawings.
Install immediately adjacent to walks or curbs (in shrub beds where
possible). Provide 6" of pea gravel in bottom of valve box with 6" clear
from gravel to underside of valve.
3.12 Master Valve
A. Size to match mainline size.
3.13 Backflow Prevention Unit
A. Install per local applicable code. Verify location with Landscape
Architect. Otherwise Contractor is responsible for cost of relocation.
Install galvanized ground joint unions on both inlet and outlet sides.
Install Double Check Assembly in plastic box with minimum of 6" of
gravel at bottom of box. Provide positive and verifiable drainage out of
box. If required, install Reduced Pressure Backflow Preventer per code.
3.14 Pressure Reducing Valve
A. Install in plastic valve box with un-marked lid. Set so system does
not fog with auto valves wide open.
3.15 Automatic Controller
A. Review exact location with Landscape Architect prior to installation.
Connect to 120 volt service. Provide conduit/wire from controller
location to valves. Label each station to clearly identify location of each
valve.
3.16 Quick Couple Valve
A. Install in a 10" diameter valve box. Ensure valve can be operated
from finish grade.
3.17 Shut Off Valve
A. Install in a 10'' diameter valve box. If Stop and Waste Valve is
allowed by code, provide 1 cubic foot gravel sump beneath valve.
3.18 Check Valves
A. Provide low head check valves on risers of lowest heads to prevent
leakage.
3.19 Riser Painting
A. Paint all galvanized pipe and fittings with one coat minimum of
specified material. Touch up after assembly.
3.20 System Flushing
A. Flush entire system prior to installation of sprinkler heads/nozzles.
After capping all risers, remove cap nearest automatic valve, flush, and
recap. Repeat this process until last head on circuit is flushed. If a
pressure reducing valve is included in system, open wide for maximum
pressure during flushing operation.
3.21 Pressure Test
A. Leave all system joints, connections, etc... exposed until after
completion and acceptance of pressure test. Cap and open entire
system to full main static pressure (pressure reducing valve wide open)
for a period of two (2) hours. If static exceeds 80 psi, set PRV at 80
psifor testing laterals. Test mainlines at 100 psi. Visually check joints
and connections for leaks. Repair all leaks, however minor. Contractor
has the option of using AWWA pressure test (test with approved
pressure pump at 100 psi with no more than 5 psi loss in 15 minutes).
Deliver written record of test to Landscape Architect.
3.22 Performance Tests
A. Upon completion of system installation and after flushing and
pressure tests are completed, operate system in presence of
Landscape Architect. Correct all deficiencies until the system is
approved.
3.23 Adjusting
A. Substitute or modify up to 5% of total nozzles to accomodate
locations and density of plants and ensure full coverage.
3.24 System Familiarization
A. Upon completion of system installation, flushing, and pressure tests,
and acceptance of system by Landscape Architect, operate the system
in the presence of the Owner. Provide keys and/or other tools
necessary to operate/drain/activate the system and spend adequate
time with Owner to ensure operation/maintenance/winterization can
continue after departure of Contractor. Submit written verification of
compliance to Landscape Architect indicating date and persons
involved. Contractor is liable for all damage or losses resulting from
failure to comply with provisions of this paragraph.
3.25 System Protection
A. Deactivate and drain the system prior to the onset of frezzing
seasonand reactivate at the onset of spring season. Accomplish each
at least once during the guarantee period. If installation is completed
when system is not in use, winterize after testing. Certify by letter the
dates of winterization/activation. Repair damage from failure to comply.
Purge system with low pressure and low volume compressed air. Do
not allow pipe or compressor to get hot to the touch.
3.26 Final Approval
A. Upon completion of all tests, final approval for system will be
contingent upon Contractor providing signed and approved
sprinkler/plumbing/health/electrical permits as may be applicable in the
area, and as -built drawings of the complete system.
END OF SECTION
129 Skyline Dr.
Edmonds, WA 98929
p ❑ b ❑ x g 7 z
edm❑nds ■ wash in9ton ■ 98020
p h o n e J f a x ■( 2 o 6)5 4 5 0 3 4 z
w w w s t u d i o 3 4 z c❑ m
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
wcs,
r
CHAP S. WICHERS
CERTIFICATE No. 931
project number: 20211004
drawn:
checked: Studio 342
date
issue / revision
03.08.21
Schematic Design
03.12.21
Revisions
03.24.21
Revisions
04.01.21
Revisions
05.20.21
Driveway Revisions
06.03.21
SMP
12.20.21
Permit
Irrigation
Specifications
L-3
C) Studio 342 Landscape Architecture, LLC
I
I
I
(1) Stev artia monadelpha
Tall Stewartia
Emerald Hills Community path
(20' wide)
I
tw 354.80
bw 354.30
tw 360.80
bw 355.00
tw 365.34
bw 361.00
110' san itary sewer
easement
I setback line
4' ht. max. horizontal wood fence
atop retaining wall
nati e low maintenance
planting at b�se of retaining wall
building overhang
6' ht. retaining wall (typ.)
Allan Block AI Europa collection
I tw 367.38
bw 361.00
4' ht. max, hdrizontal wood fence
atop retaining wall
(6) Amelanchier �lnifolia 'Honeywood'
Honeywood Serviceberry
(15) Thuja oc identalis 'Smaragd'
Emer11d Green Arborvitae
f
tw 367.38
bw 361.00
tw 360.80
bw 355.00
I tw 354.80
bw 349.00
UAKily:!►M4
CP
} 4
t y 1�
a t }
• •
-
• n
P } ....
° sI 1I
7 i t �Ij
° • 4 I � I
P t �
y
t ' BFE 367.60
P C ■
I
} L new patio ffe
1 367.58
P• • t �
} conq. patio
(deck above)
tw 360.80
bw 355.00
tw 365.64
bw 361.00
C5D
concrete-
4
�. .,driveway �{
tw 368.00
-� bw 365.72
ti ---------
MS.
w
�7
■. ===ill!IIEe=:::-
r�r�lll371.00 fMUM w•,=ii_ M0,11,
a _
•l'�!!�
tw 365.64
bw 361.00
==CJCJC�
W�►itAk�
L_ 4'x4' AC unit pad
3' man gate at 4' ht. fence, typ.
concrete walkway, typ.
rock retaining wall, see civil, typ.
(8) Acer shirasawanum 'Jordan'
Jordan Fullmoon Maple
tw 365.64
bw 364.00
} i
i
i
GFE377.16 �A---�
,,concrete driveway
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SOL MANAGEMENT PLAN PLANTING TYPES
i
propose ', min. 1.5'' cal.
Comus kousa 'Eddie's White Wonder'
Eddie's White Wonder Dogwoo
trees to eet City of Edmonds ❑de
23.10.06 .C.5
EWW D wood more disease r sistant
than nati e species
Comu N ttallii (Pacific Dogwoo
(2) Pyrus ca letyana 'Glen's Form'TM
Chanticl er Callery Pear
12' utility ease ent
stairs to
main entry
(2) Acer pal atum 'Sango Kaku'
Coral Bark Japanese Maple
5' wide concr to walkway
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Lu 0
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concrete walkway and stairs
ex. utility box s to remain
trash & recyle.
containers
concrete ret fining wall,
see civil, typ.
Ornamental plantingbeds Area #1 3,094 total SF
All lancing bed area to have 8" of Cedar Grove 3-way soil mix added
1. �carify subsoil to a depth of 12"
2 " of imported topsoil to be added and tilled into the top 8" of existing soil
3. " of imported top soil to then be placed on tilled soil and raked smooth
❑ remove rocks over 2" in diameter
Mulch all planting beds with 2" of Cedar Grove Organic Landscape Mulch
Naglve planting beds (Area #2): (3,110 total SF)
All lancing bed area to have 8" of Cedar Grove 3-way soil mix added
1. carify subsoil to a depth of 12"
2 " of imported topsoil to be added and tilled into the top 8" of existing soil
3." of imported top soil to then be placed on tilled soil and raked smooth
o remove rocks over 2" in diameter
Mu ch all planting beds with 2" of Cedar Grove Organic Landscape Mulch
Unoisturbed native vegetation (Area #3): (nla}
Na soil disturbance to these areas
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Eastman King
Residence
129 Skyline Dr.
Edmonds, WA 98020
Stu. &.0,
MR. 2
landscape architecture
p ❑ b ❑ x g 7 z
edm❑nds • was hingt❑n ■ 98020
p h o n e J f a x •( 2 o 6) 5 4 5 0 3 4 z
w w w s t u d i 0 3 4 z c❑ m
STATE OF
WASH I NGTON
REGISTERED
LANDSCAPE ARCHITECT
cs. W�2h
CHAD S. WICHERS
CERTIFICATE No. 931
project number: 20211004
drawn:
checked: Studio 342
date
issue 1 revision
03.08.21
Schematic Design
03.12.21
Revisions
03.24.21
Revisions
04.01.21
Revisions
05.20.21
Driveway Revisions
06.03.21
SMP
12.20.21
Permit
Soil Management
Plan
0 4 8 16 L J
SCALE-1 /8" = T-0" NORTH
L-4
C) studio 342 Landscape Architecture, LLC