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OPERTY OUNDARY
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REVISION NOTES.LJ4NDSCAPE NOTES: o
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REVISONS 2 INCLUDE THE FOLLOWING: 1. LANDSCAPE PERMIT DOCUMENTS CONSIST OF PLAN AND DETAIL DRAWINGS. THE SCOPE OF WORK INCLUDED IN THESE DOCUMENTS 5. LANDSCAPE AND IRRIGATION INSTALLATION 0
CONSISTS OF AT GRADE PLANTING.
1. REPLACE IVY WITH PERIWINKLE. 9 VERIFY THAT ALL BUILDING STRUCTURES AND UTILITIES HAVE BEEN COMPLETED AND
2. RELEVANT DRAWINGS: APPROVED PRIOR TO LANDSCAPE INSTALLATION.
2. OPTIONAL AREA: IF THERE ARE
SIGNIFICANT QUANTITIES AND SIZE OF SEE ARCHITECTURAL DRAWINGS REGARDING BUILDING, SITE, AND CODE COMPLIANCE of PLACE SOILS IN AN APPROVED MANNER, SLOPE TO PROVIDE POSITIVE DRAINAGE, AND TO Date of Issue
EXISTING PLANTS, OMIT THESE PROPOSED SEE CIVIL DRAWINGS RELATED TO HARDSCAPE, SITE FEATURES, GRADING AND DRAINAGE APPROVED FINISH GRADE ELEVATIONS. SITE CONTEXT MAP May 27, 2014 REV.
ORNAMENTAL PLANTS. SEE LANDSCAPE SHEETS L 1.0 AND L-2.0 RELATED TO PLANTING LAYOUT, DETAILS, AND PLANT LIST. •
9 INS -FALL IRRIGATION TO ACHIEVE 100% COVERAGE FOR ALL PLANTINGS. Job Number
9 PROVIDE PLANTING PER APPROVED PLANS AND SPECIFICATIONS C t yo)) fill SCALE: NTS 201402
3. ADD AN EVERGREEN TREE WHICH WILL 3. ALL PROPOSED PLANT SPECIES INCLUDING TREES, SHRUBS,GROUNDCOVER, AND VINES WHICH SHALL MEET OR EXCEED THE CITY OF 9 REQUIRED INSPECTIONS (REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT Sheet
PROVIDE SCREENING OF THE ROOF RENTON REQUIREMENTS FOR LANDSCAPING AND SHALL BE IN ACCORDANCE WITH APPROVED CUP PERMIT DESIGN. a . DRAINAGE PRIOR TO SOIL INSTALLATION �Ianning Division
MOUNTED HVAC MECHANICAL EQUIPMENT. b. SOIL AT FINAL GRADE p11?D
c. IRRIGATION LAYOUT
4. SOIL PREPARATION FOR SITE PLANTINGS CONSISTS OF: '. "I _"g f
d. PLANTS PRIOR TO PLANTING By
e . PLANT LAYOUT/Lj SHEEN
L-1.0 LANDSCAPE PLAN
INSTALLATION OF ROOT BARRIERS AND SUB SURFACE ANCHORING IF REQUIRED FOR STABILITY OF TREES IN RAISED PLANTERS. f. FINAL INSPECTION - AFTER COMPLETION OF IRRIGATION, PLANTING, AND MULCH.
rALLATION OF APPROVED SOIL AND AMENDMENTS WITH COMPACTION AND WATER SETTLEMENT AT 6" LIFTS IN RAISED PLANTERS.
9 INS
9 INS L
9 COMPACTION TO FINAL FINISH GRADE PRIOR TO PLANTING
L-2.0 LANDSCAPE DETAILS AND PLANT LIST
Sheet of
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REVISION NOTES.LJ4NDSCAPE NOTES: o
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REVISONS 2 INCLUDE THE FOLLOWING: 1. LANDSCAPE PERMIT DOCUMENTS CONSIST OF PLAN AND DETAIL DRAWINGS. THE SCOPE OF WORK INCLUDED IN THESE DOCUMENTS 5. LANDSCAPE AND IRRIGATION INSTALLATION 0
CONSISTS OF AT GRADE PLANTING.
1. REPLACE IVY WITH PERIWINKLE. 9 VERIFY THAT ALL BUILDING STRUCTURES AND UTILITIES HAVE BEEN COMPLETED AND
2. RELEVANT DRAWINGS: APPROVED PRIOR TO LANDSCAPE INSTALLATION.
2. OPTIONAL AREA: IF THERE ARE
SIGNIFICANT QUANTITIES AND SIZE OF SEE ARCHITECTURAL DRAWINGS REGARDING BUILDING, SITE, AND CODE COMPLIANCE of PLACE SOILS IN AN APPROVED MANNER, SLOPE TO PROVIDE POSITIVE DRAINAGE, AND TO Date of Issue
EXISTING PLANTS, OMIT THESE PROPOSED SEE CIVIL DRAWINGS RELATED TO HARDSCAPE, SITE FEATURES, GRADING AND DRAINAGE APPROVED FINISH GRADE ELEVATIONS. SITE CONTEXT MAP May 27, 2014 REV.
ORNAMENTAL PLANTS. SEE LANDSCAPE SHEETS L 1.0 AND L-2.0 RELATED TO PLANTING LAYOUT, DETAILS, AND PLANT LIST. •
9 INS -FALL IRRIGATION TO ACHIEVE 100% COVERAGE FOR ALL PLANTINGS. Job Number
9 PROVIDE PLANTING PER APPROVED PLANS AND SPECIFICATIONS C t yo)) fill SCALE: NTS 201402
3. ADD AN EVERGREEN TREE WHICH WILL 3. ALL PROPOSED PLANT SPECIES INCLUDING TREES, SHRUBS,GROUNDCOVER, AND VINES WHICH SHALL MEET OR EXCEED THE CITY OF 9 REQUIRED INSPECTIONS (REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT Sheet
PROVIDE SCREENING OF THE ROOF RENTON REQUIREMENTS FOR LANDSCAPING AND SHALL BE IN ACCORDANCE WITH APPROVED CUP PERMIT DESIGN. a . DRAINAGE PRIOR TO SOIL INSTALLATION �Ianning Division
MOUNTED HVAC MECHANICAL EQUIPMENT. b. SOIL AT FINAL GRADE p11?D
c. IRRIGATION LAYOUT
4. SOIL PREPARATION FOR SITE PLANTINGS CONSISTS OF: '. "I _"g f
d. PLANTS PRIOR TO PLANTING By
e . PLANT LAYOUT/Lj SHEEN
L-1.0 LANDSCAPE PLAN
INSTALLATION OF ROOT BARRIERS AND SUB SURFACE ANCHORING IF REQUIRED FOR STABILITY OF TREES IN RAISED PLANTERS. f. FINAL INSPECTION - AFTER COMPLETION OF IRRIGATION, PLANTING, AND MULCH.
rALLATION OF APPROVED SOIL AND AMENDMENTS WITH COMPACTION AND WATER SETTLEMENT AT 6" LIFTS IN RAISED PLANTERS.
9 INS
9 INS L
9 COMPACTION TO FINAL FINISH GRADE PRIOR TO PLANTING
L-2.0 LANDSCAPE DETAILS AND PLANT LIST
Sheet of
CONTINUOUS OUTER ROW AT "X" FEET ON
® ® ® ® CENTER. 73 "X" FEET SETBACK FROM EDGE OF
® j ® PLANTING BED WITH TRIANGULAR SPACING
E® ® INSIDE BED, TYP.
Dj ARER/
EDGE OF PLANTING BED OR PAVEMENT
E) ® FOR /
®/SPACING//
®—®% �
ADJUSENT® X =RECOMMENDED
%TM
SPACING (SEE LANDSCAPE
ED
®
—® ®: DETAIL ON DRAWING)
j/ ® ED
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®—®—®-x-®—® ® ® ® ® ® ® ACTUALE'LANT LOCATIONS
1'
2/3 "X", TYP
GROUNDCOVER
INSTALL 2" DEPTH MULCH, LIGHTLY
COMPACT AND LEVEL PRIOR TO PLANTING.
PLANT FLUSH TO FINISH GRADE WITH NO
FOLIAGE COVERED BY MULCH AND WITH
° ° ° p��, ROOTBALL COVERED WITH MULCH.
° ° 8 °
BACKFILL
THOROUGHLY TILL TOPSOIL INTO
TOP 8" OF EXISTING SOIL, COMPACT
AND LEVEL PRIOR TO PLANTING.
-----:::
SOIL
EXISTING
GROUNDCOVER PLANTING
Scale: V = V-0
„ Y„
HT. OF TREE
1/3 „Y„
0
. o .
HT. OF STAKE
"Y" = TREE HT. ABV. GRADE
"X" = DIAMETER OF ROOTBALL
Scale: V = V-0
CONIFEROUS TREE
STAKE
(1) NOM. #5 REBAR STAKE EMBEDDED
TIN UNDISTURBED SOIL WITH #5
"CHAINLOCK" TREE TIE ATTACHED TO
STAKE.
ROOT BALL
REMOVE CONTAINER OR BURLAP
PRIOR TO PLANTING.
PLANT TOP OF ROOT BALL FLUSH
TO FINISHED GRADE AND COVER
WITH 2" DEPTH OF MULCH.
SCARIFY PLANT PIT AND
BACKFILL WITH TOPSOIL
SOIL
EXISTING
SOIL
IMPACTED BLEND OF TOPSOIL
AND EXISTING SOIL ST
NOTE:
ALL SPECIMEN TREES TO BE TR
SECURED WITH GUY WIRES AND X
SOIL ANCHORS 21X"
CONIFER PLANTING- SECTION
Scale: 1 " = T-0
PLAN VIEW
GREEN SCREEN, FENCE OR CABLE TRELLIS
STAKING
STAKE ATTACHED TO WALL OR TRELLIS
FOR TENDRIL TYPE VINES
VINE
INSTALL 2" DEPTH MULCH, LIGHTLY
COMPACT AND LEVEL PRIOR TO PLANTING.
PLANT FLUSH TO FINISH GRADE WITH NO
FOLIAGE COVERED BY MULCH AND WITH
ROOT BALL COVERED WITH MULCH.
SOIL BACKFILL
?" MINIMUM DEPTH AMENDED TOPSOIL AT
GRADE PLANTING) OR LIGHT WEIGHT SOIL
(PLANTERS)
1.Sx"X"
6" MIN.
"Y" = SCAFFOLD TREE BRANCH
HEIGHT ABOVE GRADE
SHRUB
"X" = DIAMETER OF ROOTBALL
sa °
° ROOTBALL o
REMOVE BURLAP AND PLANT
O °° ° TOP OF ROOTBALL FLUSH TO
\ I f ° FINISH GRADE. COVER WITH
!� JJ 2" DEPTH MULCH.
Scale: 1 " = V-0
'ISN NOTES:
S°CR
1111=1111 = BACKFILL
Ilil� SCARIFY PLANT PIT AND
BACKFILL WITH TOPSOIL
IIII
SOIL
EXISTING
SOIL BLEND
COMPACTED BLENDED
TOPSOIL AND EXISTING SOIL
4" MIN.
2 REVISONS 2 INCLUDE THE FOLLOWING:
1. REPLACE IVY WITH PERIWINKLE.
2. OPTIONAL AREA: IF THERE ARE I
SIGNIFICANT QUANTITIES AND SIZE OF
EXISTING PLANTS, OMIT THESE PROPOSES
ORNAMENTAL PLANTS.
3. ADD AN EVERGREEN TREE WHICH WILL
PROVIDE SCREENING OF THE ROOF
MOUNTED HVAC MECHANICAL EQUIPMENT
„ y„l
12"
NOTE:
ALL SPECIMEN TREES TO BE
SECURED WITH GUY WIRES AND
SOIL ANCHORS 21x"
Scale: 1" = V-0
DECIDUOUS TREE
TREE STAKING
(2) P.T. NOM. 2" DIAMETER
STAKES EMBEDDED 3' IN
EXISTING SOIL WITH #3
"CHAINLOCK" TREE TIES
ATTACHED TO STAKES
ROOTBALL
REMOVE CONTAINER OR
BURLAP PRIOR TO PLANTING.
PLANT TOP OF ROOTBALL
FLUSH TO FINISH GRADE AND
COVER WITH 2" DEPTH OF
MULCH.
BACKFILL
SCARIFY PLANT PIT
AND BACKFILL WITH
TOPSOIL
SOIL
EXISTING
SOIL BLEND
COMPACTED BLEND OF
TOPSOIL AND EXISTING
SOIL
PLANT LIST NOTES:
1. PLANT QUANTITIES SHOWN ARE BASED ON CURRENT SURVEY INFORMATION, CONTRACTOR TO VERIFY
ACTUAL PLANTING AREAS AND PROVIDE QUANTITIES OF PLANTS TO MEET SPACING REQUIREMENTS.
2. PLANTS SHALL CONFORM TO ANSI STANDARDS, BE FULL, SYMMETRICAL, AND WELL ROOTED.
3. TREES - SINGLE TRUNK, 2" CAL MINIMUM, HEIGHT AND SPREAD PER PLANT LIST, SCAFFOLD BRANCHES
TO START AT 4-5' ABOVE TOP OF ROOT BALL. ALL TREES TO BE STAKED PER LANDSCAPE DETAILS.
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Code ►. Scientific Name
Comrt m Name
Size
Spacing
Note
Deciduous Trees
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Ca 6 Carpinus caroiir Tana
American hornbeam
6' spread,
12'ht.
As shown
Note ##3 ;
c�
CcA g CercIs canaclensls `Alba`'White
redbu f
U spread,
12'ht.
As shown
Note #3
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CnV 13 Cornus rtuttallii `Venus'
Pacific Dogwood
6` spread,
12'ht.
35' o.c.
Note #3'
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Sm 4 Stewartia monadelpha
Tal'! stewartia
6' spread,
12'ht_
15` o.c.
Note #3
Eire rg re a n Tre e
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T x
DPmac
I Podocsrpus macrophyllus
Japanese Yew Pins
8' ht
N
As shown
`Evergreen Hedge
Tb 83 Taxus baccata 'Repandens'
Common yew
5 -Gal
To -c.
To 51 Thuja occidentalis `Emerald Green'
Arborvitae
8` ht.
T o.c.
Shrub
....................... .................
Bt 14 Berberis thUnbergii 'Orange Rocket'
Orange rocket barberry
5 -Gal
T o.c.
L 94 Leucothoe axillaris
Coast leucothoe
.2 -Gal
3` o.c.
R 23 Rhododendron spp
Hybrid rhododendron
5 -Gal
4` o.c. _
VcS 00 Vaccinium corymbosum 'Sunshine Blue"
......
Highbush blueberry .........
.... ............ ..............
2 -Gal
3' o_C
Fera
.....
.......
Pm 80 POlystichum rnunitum
Sword fern
........ ...............
1 -Gal
T o.c.
Ornamental rass#Grass-like
f`
�p 46 Carex pendUla
Hanging sedge
1 -Gal
2.5' o.c-
Hs 612 Helictotrichon semperviren
Blue oat grass
1 -Gal
2' o.c.
Maes
DVm117
Cm 15 Clematis montana
Vlnca minor
Evergreen clematis
Periwinkle
2 -Gal
4" pots
10' O.C.
T o.c.
Ground Cover
208 Euonyrnus f°rtunei 'Coloratus`
Virterore per
-Gal
1
T o.c.
.................
Rt 158 Rubus tricolor
..........
Creeping bramble
1 -Gal
T o.c.
Tp 2764 Thymus praecox
Creeping thyme
4" pots
8" o.c.
Lawn
Lawn 2407 sf Hydr°seed NW Mix:
NOTES:
...
1. Plant quantities shown are based on current survey information, contractor to verify actual
planting areas and
provide
quantities of plants to meet spacing requirements
2. Plants shall conform to ANSI standards, be full, symmetrical, and well rooted.
.3. Single trunk, 2" cal'
PLANT LIST NOTES:
1. PLANT QUANTITIES SHOWN ARE BASED ON CURRENT SURVEY INFORMATION, CONTRACTOR TO VERIFY
ACTUAL PLANTING AREAS AND PROVIDE QUANTITIES OF PLANTS TO MEET SPACING REQUIREMENTS.
2. PLANTS SHALL CONFORM TO ANSI STANDARDS, BE FULL, SYMMETRICAL, AND WELL ROOTED.
3. TREES - SINGLE TRUNK, 2" CAL MINIMUM, HEIGHT AND SPREAD PER PLANT LIST, SCAFFOLD BRANCHES
TO START AT 4-5' ABOVE TOP OF ROOT BALL. ALL TREES TO BE STAKED PER LANDSCAPE DETAILS.
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Date of Issue
May 27, 2014 REV.
Job Number
201402
Sheet
LANDSCAPE PLAN
L-2.0 LANDSCAPE DETAILS AND PLANT LIST Sheet of
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18" MIN.
BRASS UNION, TYP.
BRASS NIPPLE, 2" LENGTH, TYP.
PROVIDE AND INSTALL BRASS PLUG IN ALL
TEST COCKS AND VALVES OPEN TO THE
ATMOSPHERE
�- FLUSH WITH FINISH GRADE
DOUBLE CHECK VALVE
1-1/2" WILKINS 950XLT DCVA
TWO (2) CARSON MODEL 1730-15 34" X
21" X 15" HT VAULTS WITH 'TTYPE LIDS.
BOLT VAULTS TOGETHER, INSTALL LID
IN BOTTOM VAULT.
QUICK COUPLER PER LEGEND
1-1/2" BRASS NIPPLE, TYP.
SCH 80 PVC TEE W/ PLUG, TYP.
2" MAINLINE TO MASTER VALVE
z1�
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AND CONTROL VALVES
FLOW
FROM PVC ST ELBOW CHANGE TO 2" SCHEDULE 80 PVC
METER WASHED PEA GRAVEL DRAIN ROCK, 4" PIPE
DEPTH THROUGHOUT NOTES:
1-1/4" BALL 1. DO NOT ALLOW VAULT TO REST ON PIPE.
VALVE 2. ALL FITTINGS TO BE SAME SIZE AS BACKFLOW PREVENTER.
3. ALL SCHEDULE 80 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO MASTER
VALVE, EXCEPT WHERE BRASS IS INDICATED.
4. CONFORM TO OREGON CITY STANDARD DETAILS.
5. PROVIDE AND INSTALL WATERPROOF PLUGS IN THE TEST COCKS PER CODE.
6. TEST COCKS SHALL HAVE SUFFICIENT CLEARANCE FOR TESTING.
DOUBLE CHECK VALVE BACKFLOW PREVENTER -
WCASSEMBLY
IRRIGATION NOTES
1. PROVIDE SPARE WIRES AT ENDS OF MAINLINE AS INDICATED ON
PLAN. LOOP SPARES THROUGH EACH INTERMEDIATE VAULT BACK
TO CONTROLLER. LABEL ALL WIRES AS THEY PASS THROUGH
EACH VAULT. USE 3M-DBY WIRE CONNECTORS.
2. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. PLAN IS
DIAGRAMMATIC. NO VAULTS TO BE PLACED WITHIN TURF AREAS.
3. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR
PAVING.
4. ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING
AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED.
SLEEVES SHALL BE 1-1/2 TIMES THE DIAMETER OF THE INSERT
PIPE, 4" MINIMUM, OR AS INDICATED. SLEEVING MAY BE INCLUDED
FOR FUTURE WORK.
5. ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO
PLANTED AREAS IS INTENDED TO BE PLACED IN THAT AREA
WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS
PROPERTY.
6. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION
PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH
MINIMUM OVERSPRAY.
7. LATERAL LINE SHALL HAVE 18" OF COVER, AND MAIN LINES 24". 30"
MAXIMUM COVER.
8. REFER TO PLANTING PLAN FOR EXACT LAYOUT. INTENT IS THAT
ALL NEW PLANTINGS RECEIVE ADEQUATE WATER.
9. EXAMINE WATER METER AND REPORT SIZE AND CONDITION IN
WRITING TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
SYSTEM IS DESIGNED FOR A 1" WATER METER. IF SITE IS
CONSTRAINED BY A SMALLER METER, ZONES MAY HAVE TO BE
RE -PIPED.
10. TEST STATIC PRESSURE AT POINT OF CONNECTION & SUBMIT
WRITTEN RESULTS TO LANDSCAPE ARCHITECT PRIOR TO
BEGINNING WORK. STATIC PRESSURE IS ANTICIPATED TO BE 90
TO 100 PSI PER BOOS CREEK WATER DISTRICT.
11. NO PIPING IS PERMITTED UNLESS WATER SUPPLY IS ACTIVE AND
AVAILABLE.
12. USE VARIABLE ARC NOZZLE ONLY WHERE FIXED ARC NOZZLES
ARE NOT SUFFICIENT.
13. SEE PROJECT SPECIFICATIONS FOR FURTHER INFORMATION.
NOTES
1. DO NOT ALLOW VAULT TO REST
ON PIPE.
2. ALL PIPE WITHIN VAULT TO BE
SCH 40 PVC
3. USE VALVE BOX EXTENSIONS
AS NECESSARY
4. PROVIDE MINIMUM 1 CF DRAIN
ROCK PER VAULT
18" M I N..W �.
24" MIN.��
6"
SCH 80 PVC c, cb
oo&
090c& ` ST BUSHING0 f yN
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SCH 40 LATERAL LINE
CARSON MODEL 1730-15 34"
X 21" X 15" HT VAULT WITH
'T' TYPE LID. FLUSH WITH
FIN. GRADE
1-1/2" WILKINS MODEL 500YSBR
FILTER AND PRESSURE
REGULATOR ASSEMBLY. SET
OUTLET TO 60 PSI
MASTER VALVE PER
EQUIPMENT LEGEND
UNION, TYP. ALL UNIONS
TO BE PVC THREAD X
SLIP TYPE
CHANGE FROM SCH.
80 PVC TO 2" SCH.
40 PVC PIPE. NO
FEMALE ADAPTERS.
.. ;<<>t
,u FLOW
12" MIN.
SCH 80 PVC UNION, TYPICAL
AUTOMATIC CONTROL VALVE RAIN
BIRD PEB-PRS SERIES PLASTIC
VALVE
BRASS GATE VALVE,
SAME SIZE AS CONTROL VALVE
VAULT FLUSH W/ FINISH GRADE
CARSON STANDARD VALVE BOX
I.:. 1" OR 1-1/4" VALVES
CARSON JUMBO VALVE BOX
_ 1-1/2" OR 2" VALVES
I VAULT TO EXTEND MIN. 6" BELOW
VALVE. USE EXTENSIONS AS
,:_1. NECESSARY.
SCH 40 PVC PIPE
LENGTH AS REQUIRED
SCH 40 PVC TEE
SCH 40 MAINLINE
IRRIGATION CONTROL VALVE
Scale: None
VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY.
ovr erlu
Scale: None
TYPICAL, LENGTH
30 -INCH LINEAR LENGTH OF WIRE, COILED
WATER PROOF CONNECTION TYP.
CARSON STANDARD VALVE BOX WITH
COVER FLUSH WITH FINISH GRADE
ID TAG
CONTROL ZONE KIT:
RAIN BIRD XCZ-100-PRB-COM
(INCLUDES BALL VALVE, 100PESB
VALVE, AND PRESSURE REGULATING
BASKET FILTER)
PVC LATERAL
PVC SCH 40 MALE ADAPTER
PVC SCH 80 UNION FOR SERVICING ASSEMBLY
PVC SCH 80 NIPPLE, CLOSE
PVC MAINLINE
6 -INCH MINIMUM DEPTH OF 3/4 -INCH
WASHED GRAVEL
BRICK (1 OF 4)
PVC SCH 40 TEE OR ELL
11r'IG VALVE PLUMBED
JE CV COI
T HEADE
JE TEE
JE CV
_ TUBING
:RIMETEF
40 PVC
HEADER
:CONTROL
VALVE WITH DISC
FILTER AND PRV
IRREGULAR AREAS: ODD CURVES
Scale: None
HUNTER PRO -C CONTROLLER
SOLAR SYNC SENSOR
MOUNT AT ROOF LINE WITH SOUTH
OR WEST. PROVIDE HARDWIRE
CONNECTION BACK TO
CONTROLLER, MAXIMUM 20OLF
WIRE.
CONTROL WIRE IN ELECTRICAL
CONDUIT. SIZE AND TYPE
PER LOCAL CODE
CONTROLLER POWER SOURCE
BY ELECTRICAL
ELECTRICAL SPECIFICATIONS
TRANSFORMER INPUT: 120 VAC
TRANSFORMER OUTPUT (24 VAC): 1 A
j� STATION OUTPUT (24 VAC): 0.56 A
Tv T P/MV OUTPUT (24 VAC): 0.28 A
CONTROLLER AND SENSOR
Scale: None
Scale: None
LINE FLUSHING VALVE
PLUMBED TO PVC OR POLY
AIR/VACUUM RELIEF
VALVE NOT REQUIRED
TECHLINE START
CONNECTION
MALE ADAPTER
EXHAUST HEADER
TECHLINE TEE
TECHLINE CV LATERAL
TUBING AT 24" LINE SPACING
SUPPLY HEADER
AREA PERIMETER
REMOTE CONTROL
VALVE WITH DISC
FILTER AND PRV
IRREGULAR AREAS: TRIANGULAR
NOTES:
1. DO NOT ALLOW VAULT TO REST ON PIPE. USE EXTENSIONS
AS NECESSARY.
2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX.
PROVIDE ROOM FOR KEY TO SWING.
3. CONTRACTOR TO PROVIDE (2) EACH QCV KEYS AND SWIVEL
HOSE ELLS
4. PROVIDE 6" DEPTH DRAIN ROCK.
cLUSH W/ FINISH GRADE
STANDARD VAULT
KITH LOCKING LID
)DICK COUPLER VALVE
-)S HOSE CLAMP (2)
ICH 40 PVC NIPPLE
3CHED 80 PVC STREET ELL & 90 DEG. ELL
')CH 40 PVC NIPPLE, 3/4" x 12" LENGTH
1/4" SCHED 80 PVC TT 90 AND 3" LENGTH
'VC NIPPLE IN SCH 80 PVC TEE
iTEEL 'T' FENCE POST, 36" LENGTH
>CH 40 PVC MAIN LINE
QUICK COUPLER VALVE
Scale: None
VALVE KEY
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6
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20
30
7
1"
6
30
8
1"
17
30
9
1"
18
40
10
1 "
29
30
11
1"
15
30
12
1"
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Date of issue
May 2, 2014
Job Number
201402
� Sheet
HEETINDEX
L-1.0 LANDSCAPE PLAN L4nO
L-2.0 LANDSCAPE DETAILS AND PLANT LIST
L-3.0 IRRIGATION PLAN
L-4.0 IRRIGATION DETAILS Sheet of
I
SI
,TE PLAN -PROPOSED.
SCALE- 1 30
0 30 60 90 120
SCALE IN FEET
SITE ADDRESS:
2640 BENSON ROAD S.
RENTON, WA 98055
EXISTING:
FORMER CHURCH BUILDING:
1 STORY PLUS BASEMENT
TOTAL AREA: 18,469 SQ. FT
FOOTPRINT: 9,338 SQ. FT.
CONSTRUCTION TYPE V—B
CELLULAR BUILDING: 1 STORY
TOTAL AREA: 320 SQ. FT.
CONSTRUCTION TYPE V—B
PROPOSED
LOT COVERAGE-.-
AREA
OVERAGE:AREA OF LOT: 175,111 SF
11,907/175,111 =
.0679 OR 6.8%
PROPOSED:
MODULAR BUILDING: 1 STORY
TOTAL AREA: 2,239 SQ. FT.
CONSTRUCTION TYPE V -B
FOOTPRINT INCLUDING
RAMP: 2,249 SQ. FT.
REMODEL FORMER CHURCH
BUILDING FOR USE AS A
PRIVATE SCHOOL (E OCCUPANCY)
PARKING:
REQUIRED:
1 PER EMPLOYEE
1 PER 10 STUDENTS:
50 EMPLOYEES = 50
50 STUDENTS = 5
TOTAL REQ'D. = 55
H/C SPACES = 3
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PROVIDED:
STANDARD SIZE: 43
COMPACT SIZE: 16
H/C SPACES: 4
TOTAL SPACES: 63
SIZE OF SPACES:
NORMAL: 9' X 20'
COMPACT: 8'-6" X 16'
HANDICAPPED: 8' X 20'
W/ 8' WIDE WALK AISLE
BETWEEN STALLS,
UTILITY LEGEND:
WATER LINE
STORM DRAIN
SANITARY SEWER
OVERHEAD POWER LINE
OVERHEAD CABLE
UNDERGROUND GAS
SANITARY MANHOLE
UTILITY TRANSFORMER
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1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED
BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
ALL LOCATOR SERVICES SHOULD BE: CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE
EXPLORATION. CALL 1-800-424-5555.
2. FIELD SURVEY: SCE, DECEMBER, 2013.
3, CONTOUR INTERVAL = 1 FOOT.
4. ITEM 3. SCHEDULE B. OF THE TITLE DEPORT REFERRING TO AN EASEMENT FOR WATER MAIN, RECORDING NO.
5183320. THIS EASEMENT NO LONGER AFFECTS THE SUBJECT PROPERTY BECAUSE THE EASEMENT IS
DESCRIBED AS THE SOUTH 30 FEET OF THE NE 1/4 OF THE NW 1/4 OF SECTION 29. THIS IS THE SAME
30 FEET EXCEPTED OUT FOR ROAD IN THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY.
5, ITEM 5. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE TERMS AND CONDITIONS OF THE "RESERVATION
OF COAL, OIL, MINERAL AND M!:NING RIGHTS, RECORDING NO. 4132659. THIS DOCUMENT IS AN
AGREEMENT THAT EASEMENTS GRANTED TO PUGET SOUND POWER & LIGHT SEPT 6, 1922 AND JUL. 12,
1946, TO CROSS OVER AND UNDER THE DESCRIBED PROPERTY THEREON, (THE SUBJECT PROPERTY
BEING PART OF THE DESCRIBEI) PROPERTY), IS MAINTAINED IN CASE THERE IS MINING THAT MIGHT
OCCUR ON THE SUBJECT PROPERTY.
6. ITEM 7. SCHEDULE B OF THE TITLE REPORT REFERRING TO EASEMENT FOR SLOPE AND DRAINAGE. THE SLOPE
EASEMENT RECORDING NO. 20010129001814 THE TEMPORARY CONSTRUCTION EASEMENT IS NOT SHOWN
BECAUSE THE EASEMENT EXTINGUISHED 6 MONTHS AFTER IT WAS GRANTED.
7. ITEM 8. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE PROVISIONS CONTAINED IN "WATER SPECIAL
CHARGE #123" RECORDING NO. 2003103000893. REFER TO A CONNECTION CHARGE LEVEYED AGAIN THE
OWNERS OF PARTICULAR PARCELS INCLUDING THE SUBJECT PROPERTY AND CANNOT BE MAPPED.
8. ITEM 9. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE LEASE TO VOICESTREAM PCS III CORP.
RECORDING NO. 200605180018':5. THE DESCRIPTION IN THE LEASE ONLY SAYS " PORTION OF THE
FOLLOWING DESCRIBED PROPERTY: SEE ATTACHED EXHIBIT "A"". WHERE EXHIBIT A DESCRIBE THE WHOLE
OF THE SUBJECT PROPERTY BUT NOT THE PORTION TO BE LEASED. SO, THEREFORE CANNOT BE MAPPED.
9. ITEM 10. SCHEDULE B OF THE TITLE REPORT REEFING TO THE LEASE REFEREED TO RECORDING NO.
20131122001935. THE PREAMBLE OF THE LEGAL DESCRIPTION CALLS AN AREA OF 500 SQUARE FEET OF
THE SUBJECT PROPERTY WITH NO DIMENSIONAL INFORMATION FOR THAT AREA AND THEREFORE CAN NOT
BE MAPPED.
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Date of Issue
March 10, 2014
Job Number
201402
Sheet
34'03" 9=1425.45'
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'DRAINAGE EASEMEN
C.O.R. REC. NO.
20010129001814 —
1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING0
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EASEMENT RECORDING NO. 20010129001814 THE TEMPORARY CONSTRUCTION EASEMENT IS NOT SHOWN
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'DRAINAGE EASEMEN
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SITE ADDRESS:
2640 BENSON ROAD S.
RENTON, WA 98055 PROPOSED:
EXISTING: MODULAR BUILDING: 1 STORY
TOTAL AREA: 2,239 SQ. FT.
FORMER CHURCH BUILDING:
1 STORY PLUS BASEMENT CONSTRUCTION TYPE V—B
TOTAL AREA: 18,469 SQ. FT. FOOTPRINT INCLUDING
FOOTPRINT: 9,338 SQ. FT. RAMP: 2,249 SQ. FT.
CONSTRUCTION TYPE V—B REMODEL FORMER CHURCH
BUILDING FOR USE AS A
CELLULAR BUILDING: 1 STORY PRIG/ATE SCHOOL (E OCCUPANCY)
TOTAL AREA: 320 SQ. FT. PARKING:
CONSTRUCTION TYPE V—B REQUIRED: PROVIDED:
it
F'KOPOSED 1 PER EMPLOYEE NORMAL SIZE: 45
1 PER 10 STUDENTS: COMPACT SIZE: 14
LOT COVERAGE: 50 EMPLOYEES = 50 H/C SPACES: 6
50 STUDENTS = 5 TOTAL SPACES: 65
AREA OF LOT: 175,111 SF TOTAL REQ'D. = 55 SIZE OF SPACES:
11,907/175,111 H/C SPACES = 3 NORMAL: 9' ,X 20'
COMPACT: 8'-6" X 16
HANDICAPPED: 8' X 20'
W/ 8' WIDE WALK AISLE BETWEEN
UTILITY LEGEND:
1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING0
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SCALE IN FEET
SITE ADDRESS:
2640 BENSON ROAD S.
RENTON, WA 98055 PROPOSED:
EXISTING: MODULAR BUILDING: 1 STORY
TOTAL AREA: 2,239 SQ. FT.
FORMER CHURCH BUILDING:
1 STORY PLUS BASEMENT CONSTRUCTION TYPE V—B
TOTAL AREA: 18,469 SQ. FT. FOOTPRINT INCLUDING
FOOTPRINT: 9,338 SQ. FT. RAMP: 2,249 SQ. FT.
CONSTRUCTION TYPE V—B REMODEL FORMER CHURCH
BUILDING FOR USE AS A
CELLULAR BUILDING: 1 STORY PRIG/ATE SCHOOL (E OCCUPANCY)
TOTAL AREA: 320 SQ. FT. PARKING:
CONSTRUCTION TYPE V—B REQUIRED: PROVIDED:
it
F'KOPOSED 1 PER EMPLOYEE NORMAL SIZE: 45
1 PER 10 STUDENTS: COMPACT SIZE: 14
LOT COVERAGE: 50 EMPLOYEES = 50 H/C SPACES: 6
50 STUDENTS = 5 TOTAL SPACES: 65
AREA OF LOT: 175,111 SF TOTAL REQ'D. = 55 SIZE OF SPACES:
11,907/175,111 H/C SPACES = 3 NORMAL: 9' ,X 20'
COMPACT: 8'-6" X 16
HANDICAPPED: 8' X 20'
W/ 8' WIDE WALK AISLE BETWEEN
UTILITY LEGEND:
1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING0
WATER LINE
w-.-.� ..._._v
—w—
STORM DRAIN
STORM
.... SD ......
SANITARY SEWER
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OVERHEAD POWER LINE
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OVERHEAD CABLE
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UNDERGROUND GAS
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1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING0
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BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE
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EXPLORATION. CALL 1-800-424-5555.
2. FIELD SURVEY: SCE, DECEMBER, 2013.
3. CONTOUR INTERVAL = 1 FOOT.
4. ITEM 3. SCHEDULE B. OF THE TITLE REPORT REFERRING TO AN EASEMENT FOR WATER MAIN, RECORDING NO.
0
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30 FEET EXCEPTED OUT FOR ROAD IN THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY.
5. ITEM 5. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE TERMS AND CONDITIONS OF THE "RESERVATION
n00
0) 00
OF COAL, OIL, MINERAL AND MINING RIGHTS,) RECORDING NO. 4132659. THIS DOCUMENT IS AN
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AGREEMENT THAT EASEMENTS GRANTED TO F UGET SOUND POWER & LIGHT SEPT 6, 1922 AND JUL. 12,
z
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1946, TO CROSS OVER AND UNDER THE DESCRIBED PROPERTY THEREON, (THE SUBJECT PROPERTY
a. - to
U C44
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0 0 6..
OCCUR ON THE SUBJECT PROPERTY.
00 '° o
00G i
6. ITEM 7. SCHEDULE B OF THE TITLE REPORT REFERRING TO EASEMENT FOR SLOPE AND DRAINAGE. THE SLOPE
iV)/
o c a
V1
Q N Y °
EASEMENT RECORDING NO. 20010129001814 THE TEMPORARY CONSTRUCTION EASEMENT IS NOT SHOWN
BECAUSE THE EASEMENT EXTINGUISHED 6 MONTHS AFTER IT WAS GRANTED.
7. ITEM 8. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE PROVISIONS CONTAINED IN "WATER SPECIAL
Dare of Issue
CHARGE #123" RECORDING NO. 2003103000893. REFER TO A CONNECTION CHARGE LEVEYED AGAIN THE
February 4, 2014
OWNERS OF PARTICULAR PARCELS INCLUDING THE SUBJECT PROPERTY AND CANNOT BE MAPPED.
Job Number
8. ITEM 9. SCHEDULE B OF THE TITLE REPORT REFERRING TO THE LEASE TO VOICESTREAM PCS III CORP.
201311
Sheet
RECORDING NO. 20060518001845. THE DESCRIPTION IN THE LEASE ONLY SAYS " PORTION OF THE
FOLLOWING DESCRIBED PROPERTY: SEE ATTACHED EXHIBIT "A"". WHERE EXHIBIT A DESCRIBE THE WHOLE
OF THE SUBJECT PROPERTY BUT NOT THE PORTION TO BE LEASED. SO, THEREFORE CANNOT BE MAPPED.
,
9. ITEM 10. SCHEDULE B OF THE TITLE REPORT REEFING TO THE LEASE REFEREED TO RECORDING NO.
F -EE
20131122001935. THE PREAMBLE OF THE LEGAL DESCRIPTION CALLS AN AREA OF 500 SQUARE FEET OF��
17 2014
THE SUBJECT PROPERTY WITH NO DIMENSIONAL INFORMATION FOR THAT AREA AND THEREFORE CAN NOTLan,N
"IeEA rod
Sheet of
BE MAPPED.
G D/v`310N
-ANDSCAPE PLAN -PROPOSED
SCALE: 1" = 50'
LA L TI
SCIENTIFIC NAME - COMMON NAME
SIZE
SPACING
'1-
BROADLEAF TREE
CACER
RUBRUM 'OCTOBER GLORY'- RED MAPLE
2" CAL.
AS SHOWN
CERCIS CANADENSIS 'ALBA'- WHITE REDBUD
2" CAL.
AS SHOWN
kozCORNUS
NUTTALLII 'VENUS' - PACIFIC DOGWOOD
2" CAL.
35' O.C.
STEWARTIA MONODELPHA - TALL STEWARTIA
2" CAL.
15' O.C.
HEDGE
e �
THUJA OCCIDENTALIS - ARBORVITAE
6' HT.
3' O.C.
,>
SHRUB & GROUNDCOVER MIX
VINCA MINOR - DWARF PERIWINKLE
1 -GAL.
2'0.C.
RHAPHIOLEPIS INDICA - RHAPHIOLEPIS
2 -GAL.
3' O.C.
RHODODENDRON SPP. - RHODODENDRON
5 -GAL.
6' O.C.
GROUND COVER
ARCTOSTAPHYLOS UVA URSI - KININNICK
1 -GAL.
2' O.C.
HYDROSEED
HYDROSEED LAWN AT SLOPE CUT
YY k ri\k. = wk
INTEGRATED SITE DESIGN, INC.
`
12743 26TH AVE NE
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SEATTLE, WA 98125
PI 206.363.9049
t..., ,K
EMI R.ROSINSONO-S-D.COM
SCALE IN FEET
WANGEMN
ASSOCIATES. LLC
12408 106th Place NE
Kirkland, Washington 98034
Telephone: 425-672-3719
Fax : 425-672-7182
CHILDRENS INSTITUTE
2640 Benson Road
Renton, WA
Ll 14 'Ril 0 i► 1!' !
1. THE LANDSCAPING CONSISTS OF SITE PREPARATION, PLANTING, IRRIGATION, AND MULCH THAT MEETS OR EXCEEDS THE CITY
OF RENTON'S MUNICIPAL CODE REQUIREMENTS.
2. THE PROPOSED PLANTINGS MEETS OR EXCEEDS THE CITY OF RENTON REQUIREMENTS RELATED TO TYPE, SIZE, SPACING AND CONDITIONS
3. FOR THE PROPOSED LANDSCAPING IN THE PARKING AREA MEETS OR EXCEEDS THE CITY OF RENTON LANDSCAPE REQUIREMENTS PER
MUNICIPAL CODE.
4. INTERIOR PARKING LOT LANDSCAPING:
ANY INTERIOR PARKING LOT LANDSCAPING AREA SHALL BE A MINIMUM OF FIVE FEET (5') IN WIDTH., BE DISPERSED THROUGHOUT THE
PARKING AREA AND INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER AS FOLLOWS:
A. TREES SHALL BE TWO INCHES (2") IN DIAMETER (DBH) AT LEAST ONE TREE FOR EVERY (6) PARKING SPACES WITHIN THE LOT INTERIOR
B. SHRUBS AT THE MINIMUM RATE OF ONE PER (20) SQUARE FEET OF LANDSCAPED AREA, UP TO FIFTY PERCENT (50%) OF SHRUBS MAY BE DECIDUOUS. RECFmj�-f
C. GROUND COVER SHALL BE PLANTED IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST NINETY PERCENT (90%) COVERAGE OF THE LANDSCAPED AREA FEB ZO14
WITHIN (3) YEARS OF INSTALLATION.
D. THERE SHALL BE NO MORE THAN 50' BETWEEN ADJACENT PARKING LOT LANDSCAPE ARE AS. CITY nr =-.
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485 Rainier Blvd N, Ste 201
w P.O. Box 1787 425-391-1415
Issaquah, WA 98027 www.teccivil.com
CALL BEFORE YOU LIIC
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
SCALE: 1"=30'
am=
SIGNAL E��,1
NO.
REVISION
1 "=30'
ONE INCH
AT FULL SCALE
F NOT ONE INCH
SCALE ACCORDWOLY
CONSTRUCTION NOTES.
(DDRAINAGE SWALE
2� CATCH BASIN TYPE 1 PER DETAIL
�3 6" MIN. DIAMETER STORM DRAIN PIPE
ROCK ARMOR AT OUTFALL
BOUNDARY OF NATIVE GROWTH RETENTION AREA
CURB CUT FOR DRAINAGE TO EXISTING CB
CONNECT NEW SD PIPE TO EXISTING WITH CUT -IN WYE
WALL DRAIN
DRAIN PIPE
ROOF DRAIN
FOUNDATION DRAIN
MAINTAIN EXISTING DITCH
CONDITIONAL USE PERMIT
CHILD School DA72/14/14
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485 Rainier Blvd N, Ste 201
P.O. Box 1787
Issaquah, WA 98027
425-391-1415
www.teccivil.com
CALL. BEFORE YOU ®lO
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND U-fILITIES
�'•., 281988�p
`SjONAL EAG
NO.
REVISION
t 3) 6" 0 PVC SANITARY SEWER SERVICE PIPE TO NEW BUILDING FIRE HYDRANT ASSEMBLY
AT 0.020 ft/ft MIN. SLOPE 8 FIRE DEPARTMENT CONNECTION PIPE AND RISER
SIZED BY UL CERTIFIED SPRINKLER DESIGNER
BY I DATE I APPR
1 rr=20'
ONE INCH— I
AT t•11LLAT SCALE
F NOT ONE INCH
SCALE ACCORONGLY
1 inch = 20 ft.
CONDITIONAL USE
CHILD School
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FEB 17 2014 1 RELOBOM
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PAGE
P1 AnJNi"N�^ owwlNo No
GENERALIZED UTILITY AND PAVING PLANS ON C j
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CUT 236 CY (354 TNS) [TO BE REUSED ON—SITE IF DEEMED COMPETENT, OTHERWISE
EXPORTED TO A LEGAL DISPOSAL SITE AT THE CONTRACTOR'S DISCRETION)
FILL: 144 C (216 TNS) [FROM ON—SITE CUT MATERIALS IF SUITABLE, ANY IMPORT MATERIAL
IS ANTICIPATED TO COME FROM A LOCAL PIT AT THE CONTRACTOR'S DISCRE110N]
NATURAL DRAINAGE SYSTEMS — PERENNIAL OR INTERMITTENT NONE NOTED BY SURVEYOR
iii ii C1,11L
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485 Rainier Blvd N, Ste 201
P.O. Box 1787
Issaquah, WA 98027
425-391-1415
www.teccivil.com
CALL BEFORE YOU DIG
1-800-424-5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
. 0
26198 `A
Il 41
REVISION
1 "=20'
ONE INCH
AT FULL SCALE
OF NOT ONE INCH
SCAB ACCORDINGLY
U REGRADE DRIVE AISLE AT 15% MAXIMUM GRADE
2 LOWER GRADE AROUND BUILDING CORNER TO 404.00 MAX.
3 PREPARE GRADE FOR NEW SURFACING
4 ROCKERY CUT WALL/FACING
5 ULTRA—BLOCK WALL W/ ARCHITECTURAL FINISH
VERTICAL NAVD ,
HOMOKA NAD ,963 ,99,
DATUM
—20 0 10 20 40
(IN FEET
1 inch = 20 ft.
CONDITIONAL USE PERMIT
CHILD School 2/14/14
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TREE I LEGEND
�19 98 TREE TO BE REMOVED
TREE #1998
1929 '7 TREE TO BE RETAINED
FUTURE BUILDING SITE
NOTE:
SEE SHEET L1.2 FOR TREE INVENTORY TABLE
TREE INVENTORY FLAN
SCALE: 1 50
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FEB 17 2014
CITY OF U'�
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0 50 100 150
SCALE IN FEET
TREE TABLE
POINT #
SPECIES/TYPE
SIZES
1684
ALDERS
lo"'ll (3-12"), 13"
1685
MAPLE
16
1686
MAPLES
2-8"
1687
MAPLES
(3-8"), 10"
1688
MAPLES
(2-6s)),(2-8)9)
1689
1690
MAPLE
MAPLES
10"
3-8
1691
MAPLE
16
1692
ALDER
11"
1704
DT
11
1705
1706
DT
DT
2-8"
8", 10"1 11
1717
DT
811, (3-101f), 12"
1718
DT
(4-8)'), 10", 111% 12"
1719
DT
2-14"
1720DT
1721
FD T
(2-8'), (6-10
10It
1722
DT
18"
F1723
DT
3-8
,724
DT
8"
1725
1727
DT
DT
12"
12"
172 8
DT
10 It
1729
DT
r7
10')
1730
T
DT
D
It
0
1731
DT
8"
1732
DT
10'°
1733
DT
8"
1734
DT
10"
1735
DT
10"
1736
DT
2-10"
1737
DT
6"
1738
DT
10
1739
DT
61?
1740
DT
6
1745
DT
6
1746
DT
8
1747
CT
8"
1754
DT
2-8"
T1755
LDT
-
8
POINT #
1757
SPECIES/TYPE
DT
SIZES
----------
10", (2-12
1758
1769
DT
DT
14"_
1770
1773
DT
DT
18"
18"
1774
1775
1778
OT
DT
DT
10", (2-12")
2-8
5-10
1779
DT
(4-10"), (2-12")
1780
1781
DT
DT
(2-10"), 12
(2-10"), 13
1782
1785
DT
DT
82', (2-101))
(2-8"}) i o"
1792
DT
10 12"
1795
DT
10 14"
1796
1803
1804
DT
OT
DT
18"
14 it
NA
1805
CT
16
1806
DT
(2-10"), (3-12
1807
DT
8))® (2-10"), (3-12')
1808
DT
2-15"
1809
DT
10
1810
DT
16
1811
DT
4-18
1812
DT
10"
1813
1814
DT
DT
(2-10"), 14"
28
1815
DT
10
1816
DT
10
1817
DT
10"
1819
1829
CT
DT
10"
2-10
1830
DT
8
1831
DT
35
1837
DT
12
1839
1840
DT
DT
7
8"
1841
DT
6
1842
1�
DT
13"
TREETABLETREE TABLE TREE TABLE
POINT SPECIES/TYPE SIZES POINT # SPECIES/TYPE SIZES POINT # SPECIES/TYPE SIZES
1843 DT 6 1927 CT 7" 2452 DT 34'
184-4 OT 13" 1928 DT 2-26" 2453 DT 2-24"
2491 DT 48' BASE (1-8"),(2-10"), 16", 18", 20", 24"
1845 OT 76 1945 DT 2-6
1847 DT 7" 1946 DT 8"' 2492 DT (2-14"), (1-18
1848 OT SH 1976 DT 9 2493 DT 3-20
1 849 CT 12" 1977 DT 15' STUMP 21" 2494 DT 12
1850 DT 10" 1978 DT 18 2495 DT 10
1851 DT 7'y 1982 DT (1-17"), (1-20jr) 2613 DT 12", 16", 18", 20"
I
1852 DT 13" 1985 DT (1-17"), (1-20 2614 DT 30'
1853 DT 17 1986 DT 15" 2615 DT 18"
1856 DT 4-14" 1988 DT 22"
1859 DT 9" 1993 CT 7" DT = DECIDUOUS TREE
1860 DT 12 it 1994 DT (2-6"), (1-7"), (1-8")
1861 DT 12" 1998 CT 16" CT = CONIFEROUS TREE
1862 DT 7" 2001 DT (1-6"), (1-20")
1865 DT 6" 2002 DT 18"
1866 DT 2003 DT (2-6"'), (1-8")
1868 DT 1511 2006 DT 14"
1869 DT 8 IV 2007 DT 8"
1871 DT 12 2008 DT 14
1872 DT 2-14" 2009 DT (1-6"), (1-8"), (1-10")
1888 DT 5-14" 2010 DT lo"
2011 DT lo"
1889 DT 1-13", (4-14"), 1-18" -1
1890 DT 8== 2012
2013 DT 8"
1895 DT 15,)-
1897 DT 6 2014 DT (1-8-), (1-9-)
1898 DT 7" 2017 DT 6"
1899 CT 19sp 2018 DT
1901 DT 14it 2019 DT 10"
1902 DT 14" 2022 DT (1-7") (1-8"), (1-9p)), (2-11")
1903 CT 26 2023 DT (1-8"), (1-10
1906 DT 2-12"- 2024 CT 21
2029
T DT (1-7"), (1-8"), (2-9")
1909 DT (1-15 ii
2042 CT 14 14
1910 DT (1-17"), (1-20") -
1911 DT 13'1 2043 CT 15 15"
)1 2047 CT 17 17"
1912 CT 17
1913 DT 8" 2048 CT 24 24"
-
1919 DT 12"' 2060 CT 16 16"
1920 DT (1-8"), (.1-9") 2278 CT 12 12"
1926 DT (1-18"), (1-20") 228 - 0 C - T 12 12" RECovvf'�'
FEB 17 2014
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FIRST FLOOR: ELEV. 413.6'
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TITLE OF SHEET
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PMIS/PKG NO.GRAPHIC
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2640 BENSON RD. RENTON, WA.
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DATE:
01/12/2014
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