PO YU HO
Portfolio Landscape Architect 2016
One’s destination is not a place, it is a new way of seeing things. - Henry Miller-
Content P. 1 - 2 P. 3 - 4 P. 5 -10 P. 11 - 14
Gunivah- Malibu Campground Permaculture Residence Boise Central Bench Health District St. Thomas Aquinas Catholic Church P. 15 - 16
Others
Analysis
Concepts
Campsites & Circulation
Campsite & Circulation
History & Interpretation
Logan River Recreation & Day-Use
Vegetation
Biotic Community
Noise
View Shed
P.1
Single-Use Campsite
Guinavah-Malibu Campground Year: 2014 Client: National Forest Service Location: Logan Canyon, Utah
Campground Entrance
Design Intents: Guinavah-Malibu Campground was built by the CCC decades ago. The facilities and campsites are notable to meet the needs as increasing usage. Ourgoals were to protect riparian habit, preserve existing features or add new features, increasing the number of campsites and proposing different uses to protect old willow trees. By introducing new trails for and along the river.Also, changing of entrance help diverting users into different sites according to their needs. P.2
Permaculture Resident Year: 2014 Design Intent: Client: Stuart Family The Stuarts wants a permaculturegarden design for their new home. As Location: Unitah, Utah they enjoy garden work and having a self-sustaining life style. To meet the needs, we applied the principlesof permaculture, like keyhole planters, vertical plantings to maximize cropping. Also, to consider the zoning of plants and water usage which a well planned zoning can minimize waste of water. Asuccessful permaculture garden could also let the gardens work alone in their watering cycle.
P.3
Circulation
Vegetation
Sun Shade
Noise
Zoning
Plant Arrangement P.4
P.5
Boise Central Bench Health District Year: 2015 Client: Boise City Council Location: Boise, Idaho Design Intent: Improve the hospital campus by adding adequate services and amenities to their staffs, patients and visitors. Also, through seamless blending of the edge between the campus and community to create a welcoming and walkable environment. As noticing there are availability and proximity of great outdoor spaces to encourage healthy activity (fitness and nutrition via parks & gardens. Most importantly, to further connect the community to the international market which facilitate the hospital with the refugees community and provide services they need.
P.6
Context Maps
Process
55
State Scale
Boise
Hidden Springs 55
26
184
Existing Health District
Central Bench - Circulation and Major Node
Central Bench
Boise Meridian
184
84
84
Central Bench
Focus Area
Nampa
Health District Parti - Existing Development & Circulation
84
Do wn to wn
Saint Alphonsus Campus
ise
St. Luke’s Campus
rid
Health District Parti - Site Development
Saint Alphonsus Campus Curtis
Co r RR
Curtis
Franklin
184
Bo
or
Emerald
Orchard
County Scale
184
or
84
RR
Co r
rid
Emerald
Focus Area Health District Parti - Final Development P.7
Land Use Comparison
Figure Ground Comparison Increase the variety of serves and amenities on the south lot. To Provide a more user friendly and centralized health district for the community.
Now
Proposed
Precedents
By proposing a new parking structure and buildings as to adding meet the needs of staffs, patients and visitors as well as to meet the growth within the city.
Now
Proposed
Proposed Development Analysis
Lurie Garden Chicago, IL
3rd Street Austin, TX
Fitness Park San Antonio, TX
The building structures colored in blue represent institutional uses, in here as medical buildings like the main campus of the hospital or clinics. In the new proposing development, we added a community node and services and amenities at the south side of the hospital’s campus. P.8
Perspectives
District Overview
Street View P.9
Street Cross-Sections
Liberty Street
Inner Street
Main Intersection
Emerald Street
Street View
Curtis Street P.10
St. Thomas Aquinas Catholic Church Year: 2015 Client: Board of St. Thomas Aquinas Catholic Church Location: North Logan, Utah Design Intent: Begin with design as to provide a backyard for the church while considering the needs of stakeholders and sustainability. There will be meditation garden, bioswale, gathering spaces and walking trails. To end with construction documents, trying to maintain the views and provide a higher walkability on site, grading and vegetation have been taken as major considerations while working on details.. P.11
A
3 4 5 6
13'-8" 12'-8"
29'-4"
18'-3"
6'
13'-3"
THE CONTRACTOR SHALL PROTECT ALL EXISTING DRAINAGE PATTERNS AND ASSURE PROPER 27BY DRAINAGE AWAY FROM THE BUILDINGS. AREAS DISTURBED '-9"THE CONTRACTOR SHALL BE REGRADED AND BLENDED INTO THE EXISTING, UNDISTURBED SITE.
4535
20'
.0
30'-10"
4535.0
453
45
35
.0
7'-7"
20'
20'
35'-2"
6.0
4542.0
4542.0
4543.0
'
46
45
20
.0
15'-2"
"
20'
.0
46
45
4545.0
32'-7"
.0
3.0
44
45
454
R16'-6
CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS7'FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO ANY SITE WORK. ALL WORK FOR STORM AND SANITARY 12'-2" INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS 6' TO PRIOR TO THE INSTALLATION OF THE ENTIRE -9BE " MADE 22'-7" LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM 25'-8" CONNECTION POINT AND WORKS UP STREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE 8'-4" FOR ANY R1 '-8 ADJUSTMENTS NECESSARY. 27'-2" "
4543.0
.0
18'-6"
16.
GRADE SMOOTH, NATURAL APPEARING 20'-2" TRANSITION FROM FINISH GRADE TO EXISTING GRADE AT BASE OF EXISTING TREES. MAINTAIN EXISTING GRADE 12'-5A" MINIMUM OF SIX FEET (6’) FROM 7' R1 TRUNKS.
34'-10"
28'
.0
ADJUST NUMBER OF STEP RISERS IN FIELD TO CONFORM TO AS BUILT FIELD CONDITIONS. IF 37'-3" NECESSARY TO MEET AS BUILT CONDITIONS, TREAD AND RISERS MAY BE ADJUSTED. HOWEVER, 44'-5 ALL TREADS FOR EACH STAIRCASE MUST BE EQUAL AND ALL RISERS FOR EACH STAIRCASE MUST " BE EQUAL.
45
25'-3"
" '-6
7'-6"
REMARKS & DATE
38
I
45
4'
R2
39
.0
17.
35
ADJUST FINISH GRADES AS NECESSARY AT EXISTING VALVE 8'-6" BOXES, AND MANHOLES FOR A FINISH CONDITION. 20'
45
15.
J
H
.0
18'-6"
37
I
45
25'-9"
4'
6'-4"
6.0
.0
G
42
31'-5"
14'-8"
45
F
'-7" 1-1/2% TO SWALE. WHERE A SWALE IS SHOWN BY CONTOURS ALONG PATH, PATH SHALL37PITCH 18'-9" IF NO SWALE IS SHOWN BY CONTOURS, PATH SHALL PITCH 1-1/2% IN DIRECTION OF GENERAL ' SLOPE OF TOPOGRAPHY. 3'-5 20
45 4
8'
R22'-6"
"
.0
PRIOR TO CONSTRUCTION OF ANY DRAINAGE WORK, CONTRACTOR SHALL DETERMINE 4' 27'-1 1" DEPTHS OF EXISTING UTILITY LINES AT LOCATIONS WHERE STORM DRAIN LINES CROSS 6' NEW STORM DRAIN 31'-2" UTILITY LINES. IN THE EVENT OF A CONFLICT OF ELEVATION BETWEEN LINE AND EXISTING UTILITY, NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY. THE OWNER’S 35'-8" REPRESENTATIVE WILL PROVIDE THE CONTRACTOR WITH A PLAN INDICATING ADJUSTED 36'-9"STORM DRAIN VERTICAL ELEVATIONS OF STORM DRAIN LINE. AFTER RECEIPT OF ADJUSTED ELEVATIONS AND APPROVAL OF THE OWNER, CONSTRUCTION OF THE STORM DRAINAGE28'-7" SYSTEM MAY PROCEED. 16'-5"
41
37'-7"
SET ADJACEN T A.C. PAVING GRADES 6” BELOW TOP OF CURB.
23'-6"
45
37'-2"
4540.0
3'-
4539.0
4"
R '-9HORIZONTAL " GRADIENT SHALL NOT EXCEED 1’-0” OF VERTICAL38 CHANGE IN 4’-0”14 OF '-3" DISTANCE.
E
4538.0
20'
21'-7"
4537.0
20'-2TO CUTS AND FILLS HAVE BEEN DESIGNED ALLOWING FOR A ( )% SHRINKAGE " BALANCE, 24'-10" FACTOR. IN THE EVENT OF IMBALANCE, THE CONTRACTOR SHALL ADJUST THE GRADES WITHIN THE PARK AS DIRECTED BY THE OWNER’S REPRESENTATIVE TO ACHIEVE24 SITE NO '-1BALANCE. 0" -6" BE REQUIRED. IMPORT FILL4'WILL
R3'-4"
16'-8"
16'-10" 15'
12.
14.
D
34'-9"
11.
13.
ST. THOMAS AQUINAS CATHOLIC CHURCH
18'-6"
6'
36'
THE CONTRACTOR SHALL COORDINATE THE AREA DRAINS AND PERFORATED DRAIN LINE 31'-5" SHOWN ON THESE PLANS WITH THE CIVIL ENGINEER’S DRAWINGS. ALL CONNECTION, INVERT, AND FLOWLINE INFORMATION SHALL BE AS SHOWN ON THE CIVIL ENGINEER’S DRAWINGS.
4536.0
10.
C
4535.0
F
16'-8"
19'-2"
26'-6
15'-8"
9.
32'-1"
THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND"UNSUITABLE MATERIAL GENERATED BY HIS OPERATIONS.
31'-1"
.0
8.
H
15'-2"
6.0 453
E
G
15'-5"
'-1
DISCREPANCIES TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE FOR A DECISION BEFORE CONTINUING WITH THE WORK.
7.
45
21'-10"
D AREAS (1% MIN. FLATWORK AREAS, MIN. 2% AT PLANTING AREAS) AND" SHALL BRING ANY
6.
.0
B
8'
12'-11"
THE CONTRACTOR SHALL PROVIDE POSITIVE SURFACE DRAINAGE 8 21IN ALL LANDSCAPE
'
45
5.
38
26'-10"
7.0
16
'-6" AND GRADES IN THE FIELD THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, 14'-8" AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK.
4.
45
4'-9"
.0
453
3. C GRADING SHALL BE SMOOTH AND NATURAL IN APPEARANCE TO BLEND WITH EXISTING 27 '-4" TOPOGRAPHY.
40
31'-1"
454 4.0
30'-5"
4
GRADIENT OF GROUNDCOVER AREAS AND ROADSIDE FLOWER MIX SHALL NOT EXCEED ONE FOOT POBOF VERTICAL CHANGE IN THREE FEET OF HORIZONTAL DISTANCE.
45
11'-11"
45
3. 0
2.
A
4539.0
12'-11"
19'-1"
4542.0
GRADIENT OF LAWN AREAS SHALL NOT EXCEED ONE FOOT OF VERTICAL CHANGE IN FOUR FEET OF HORIZONTAL DISTANCE.
1.0
1.
454
25'-8"
7 B GRADING AND DRAINAGE NOTES :
GRADING LEGEND:
40
45
1
.0
18.
K
THE CONTRACTOR SHALL CALCULATE AND DETERMINE THE EARTHWORK QUANTITIES AS NECESSARY FOR BIDDING PURPOSES. IN THE EVENT THAT GRADING QUANTITIES DO NOT BALANCE, CONTRACTOR SHALL EITHER REMOVE EXCESS CUT FROM THE SITE OR IMPORT AND PLACE TOPSOIL FILL, MEETING U.S.D.A. SANDY LOAN DEFINITION, TO ACHIEVE THE LINES AND 2ELEVATIONS INDICATED ON THE GRADING PLAN.
J
EXISTING CONTOUR LINE FINISH CONTOUR LINE
1.0
45 4
10 DEC 2015
7
ORIGIN OF THE GRID : THE LAYOUT OF THE GRID SHALL BEGIN ON THE SECOND MOST NORTH CORNER OF THE BUILDING (SEE POINT OF BEGINNING ON PLAN). DIMENSIONING PM SUBSEQUENT SHEETS ARE TAKEN FROM GRID LINES. GRID SPACING IS 40 FEET INLESS OTHERWISE NOTED.
0
20
40
4545.0
K
6
.0
5
4544
3.0
4
45 4
42 .0
45
3
0
20
40
80
LAEP 4110 PROF. DAVE EVANS PO YU HO FALL 2015
P.12
80
L 3.0
ST. THOMAS AQUINAS CATHOLIC CHURCH
OTE
PLANTING SCHEDULE : TREE
DMENTS,
RIAL TO BE
BONTANICAL NAME/ COMMON NAME
QUANTITY
TILIA CORDATA/ GREENSPIRE
5
15 GAL
FRAXINUS PENNSYLVANICA/ GREEN ASH
8
5 GAL
PICEA PUNGENS/ BLUE SPRUCE
13
5 GAL
FORESTIERA NEOMECICANA/ NEW MEXICAN PRIVET
52
3 GAL
SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM
60
1 GAL
PEROVSKIA ATRIPLICIFOLIA/ RUSSIAN SAGE
100
1 GAL
ERICAMERIA NAUSEOSA/ RUBBER RABBITBRUSH
121
1 GAL
EREMOCHLOA OPHIUROIDES/ CENTIPEDE GRASS
24200 SF.
/
POA PRATENSIS/ KENTUCKY BLUEGRASS
13100 SF.
/
18500 SF.
/
SCHEDULE OF MATERIALS: ITEM SOIL PREPARATION: IN ACCORDANCE WITH THE SPECIFICATION FOR ALL SHRUB, TREE AND/OR GROUNDCOVER AREAS, INCORPORATE SOIL AMENDMENTS AND FERTILIZERS IN PLANTING BACKFILL AS FOLLOWS:
TOR’S
MATERIAL
6-20-20 IRON SULFATE BFI ‘SUPER HUMUS”
SIZE
NOTE
RATE OF APPLICATION
SHRUBS 25#/100 S.F. 10#/100 S.F. 6 CU YDS/ 100 S.F.
OF PLANT PLANTING BACKFILL: IN ACCORDANCE WITH THE SPECIFICATIONS FOR PLANTING ALL SHRUB AND TREE, INCORPORATE SOIL AMENDMENTS AND FERTILIZERS IN PLANTING BACKFILL AS FOLLOWS:
TUTION OF
WITH THE
PRE-EMERGENCE WEE CONTROL: TWO WEEKS AFTER PLANTING OF GROUNDCOVER, CULTIVATE, WEED AND APPLY PRE-EMERGENCE WEED CONTROL. IN ACCORDANCE WITH MANUFACTURER’S DIRECTIONS, TO ALL GROUNDCOVER AREAS AND PLANT BASINS.
ROL HERBICIDES CITY’S
TOP DRESSING: IN ACCORDANCE WITH THE SPECIFICATIONS, AFTER APPLICATION OF PRE-EMERGENCE WEED CONTROL, MULCH GROUNDCOVER AREAS AND PLANT BASINS WITH MULCH TO WETTED DOWN DEPTHS AS FOLLOWS:
ATIONS SHALL BE
RED SOIL ROUNDCOVER, NTING MATERIALS RIALS OR WORK
BFI ‘SUPERHUMUS’ -1/3 TOP SOIL -2/3 PLANTING TABLET 21 GRAM SIZE
TABLET RATE 1 PER 1 GC 3 PER 5 GC 4 PER 15 GC 1 PER ½’CALIPER
RONSTAR OR APPROVED EQUAL
AS PER MANUFACTURER’S DIRECTIONS
TREE WELLS AND LANDSCAPE AREA: WOOD RESIDUAL CHIP MULCH
REMARKS & DATE:
GRASSES
2” DEPTH
10 DEC 2015 FEEDING: IN ACCORDANCE WITH THE SPECIFICATIONS FOR FEEDING DURING MAINTENANCE PERIOD, APPLY FERTILIZER TO TURF AND GROUNDCOVER AREAS ONE WEEK PRIOR TO FINAL INSPECTIONS AS FOLLOWS:
0
OUSAND (1,000)
P.13
20
40
80
COMMERCIAL FERTILIZER 6-20-20
15 LBS./ 1000 SQ.FT.
LAEP 4110 PROF. DAVE EVANS PO YU HO FALL 2015
FESTUCA SP. /FINE FESCUE
PLANTING NOTES : 1.
ALL PLANT MATERIAL MUST HAVE THE APPROVAL OF THE CITY’S REPRESENTATIVE PRIOR TO PLANTING.
2.
TREE AND SHRUB PLANTING SHALL BE AS SPECIFIED IN THE “PLANTING” SECTION OF THE SPECIFICATIONS.
3.
L 5.0
PLANTING REFER TO THE “PREPARATION OF PLANTING AREAS” SECTION AND THE “PLANTING” SECTION OF THE SPECIFICATIONS FOR SOIL PREPARATION, SOIL AMENDMENTS, PLAN
CONCRETE SLAB #4 REBAR 12” O.C. BOTH WAYS
3” FINE GRAVEL
6” COMPACTED BASE TO 95%
6” COMPACTED GRAVEL BASE TO 95%
SUBGRADE COMPACTED TO 90%
A
SUBGRADE COMPACTED TO 90%
CONCRETE SIDEWALK SLAB
B
SCALE: NTS
CONTROL JOINT
C
SCALE: NTS
CONCRETE SIDEWALK SLAB SCALE: NTS
FINISH GRADE FLAGSTONE MIN. 1” THICK, MORTAR TO CONCRETE SUB-BASE CONCRETE SUB-BASE, #4 BAR 12” O.C. BOTH WAYS 1/4” MINUS D.G. REVERSE CROWN PAVING DRAINS TO BIOSWALE SUBBASE
NATIVE RIPARIAN SHRUBS & GROUNDCOVER FOR EROSION CONTROL
COMPACTED SUBGRADE
TILE ROOF
VEGETATION TOLERANT OF WET & DRY CONDITIONS
WALL MOUNTED LIGHT FIXTURE STUCCO FINISH
18” OF BIOSWALE MIX (SEE MIX OPTIONS) BIOINFILTRATION SOIL WIDTH VARIES
SUBGRADE COMPACTED TO 90%
D
FLAGSTONE SIDEWALK
PAVILION SIDEVIEW
E
SCALE: NTS
COMPACTED SUBGRADE
SELECT DESIRE BIOSWALE MIX 1) 75% SAND, 20% COMPOST, 5% AXIS REGULAR 2) 70% SAND, 20% COMPSOST, 10% AXIS REGULAR
F
SCALE: NTS
BIOSWALE SCALE: NTS
EXISTING EXISTINGSLOPE. SLOPE
WIRE & HOSE
TREE, NURSERY TREEREMOVE PER PLAN, REMOVE NURSERY STAKE IMMEDIATELY. STAKE IMMEDIATELY.
NOTE: NOTES: LOOSEN 1)1) LOOSEN WIRE WIRE AS TREE TIES ASTIES TREE GROWS. GROWS. 2)2) REMOVE REMOVE STAKES AS STAKES SOON ASAS SOON AS POSSIBLE. POSSIBLE.
GA.GALVANIZED GALVANIZED WIRE WIRE TIES TIES WITH WITH 1212 GA. 1/2"GARDEN GARDEN HOSE 1/2” HOSE AT AT TRUNK. TRUNK
SHURB SHRUB PER PLAN
IRRIGATION EMITER ON UPHILL SIDE IRRIGATION EMITER ON UPHILL SIDE.
ROOTBALL, SCORESIDES SIDESWITH SIDES WITH ROOTBALL, SCORE VERT. CUTCUTS 1/2” 1/2" DEEPDEEP AT 6” SET VERTICAL ATO.C., 6" O.C.,OF SET TOP OF ROOTBALL FLUSH TOP ROOTBALL FLUSH WITH OVER WITH OR SLIGHTLY ABOVEGRADE FINISH SLIGHTLY ABOVE FINISH
ROOTBALL, SCORE SIDES ROOTBALL, SCORE SIDESWITH SIDES WITH VERT. CUT VERTICAL CUTS ATO.C., 6" O.C., SET TOP 1/2” DEEP AT 6” SET TOP OF ROOTBALL OF ROOTBALL FLUSHSLIGHTLY OR SLIGHTLY FLUSH WITH OVER ABOVE FINISH ABOVE FINISH GRADE, PLACE ON SOIL GRADE, PLACE ON UNDISTURBED UNDISTURBED SOIL.
GRADE, PLACE ON UNDISTURBED SOIL.
DIAMETER STAKES, CUTTOP 2”2"DIA. WOODWOOD STAKES, CUT OFF OFF TOPBELOW OF STAKE BELOWBRANCH. LOWEST OF STAKE LOWEST
SHRUB SHURBPER PLAN.
GRANITE, ROCK, MULCH, GRASS OR GRASS OR OTHER GROUNDCOVER, OTHER GROUND PER PLANS, DO NOT ALLOWCOVER TO TOUCH THE DO NOT ALLOW TO TOUCH TRUNK. TRUNK
BRANCH.
ROOTBALL, ROOTBALL,SCORE SCORE SIDES SIDESSIDES WITH WITH VERTICAL CUTSDEEP 1/2" AT DEEP 6" SET VERT. CUT 1/2” 6” AT O.C., O.C., TOP OF ROOTBALL TOP OFSET ROOTBALL FLUSH WITHFLUSH OVER WITH OR SLIGHTLY ABOVE FINISH SLIGHTLY ABOVE FINISH GRADE GRADE, PLACE ON UNDISTURBED SOIL.
TILL NATIVE NATIVE SOIL TILL SOIL TO TO AADEPTH DEPTHEQUAL EQUAL TO THE THE ROOTBALL ROOTBALL DEPTH, TO DEPTH,REMOVE REMOCE ROCKS LARGER 2" 2” DIA., ADD ROCKS LARGERTHAN THAN DIA., ADD AMENDMENTS PER SOIL MIX NOTE AMENDMENTS PER SOIL MIX NOTE
2”DEEP DEEP 2" IRRIGATION IRRIGATION WELL WELLIFIF NEEDED. NEEDED
GRASS OR ROCK, OTHERMULCH, GROUNDCOVER, GRANITE, GRASS OR OTHER COVER PERTHE PLANS, DO NOT GROUND ALLOW TO TOUCH DO NOT ALLOW TO TOUCH TRUNK. TRUNK TILL NATIVESOIL SOILTO TOAADEPTH DEPTHEQUAL EQUAL TO THE TILL NATIVE TO THE ROOTBALL DEPTH, REMOVE ROOTBALL DEPTH, REMOCE ROCKS LARGER ROCKS LARGER THAN 2" DIA., ADD THAN 2” DIA., ADD AMENDMENTS PER AMENDMENTS SOIL MIX NOTE. PER SOIL MIX NOTE UNDISTURBED NATIVE UNDISTRIBUTED NATIVE SOIL SOIL TO TO HAVESLOPING SLOPING,ROUGH ROUGH SIDES SIDES. HAVE
TILLNATIVE NATIVESOIL SOILTO TOAADEPTH DEPTHOF EQUAL TO THE TILL EQUAL TO THE ROOTBALL DEPTH, ROOTBALL DEPTH, REMOCE ROCKS LARGER REMOVE LARGER THAN 2" THAN 2”ROCKS DIA., ADD AMENDMENTS PER SOIL MIX DIA., ADD AMENDMENTS PER DETAIL NOTE 'B', THIS SHEET - SOIL MIX NOTE. FORM2"2”DEEP DEEPBASIN BASINAROUND AROUND FORM SHRUB SHRUB
FERTILIZER FERTILIZER TABS TABS PER SPECS
UNDISTURBED NATIVE SOIL TOTO UNDISTRIBUTED NATIVE SOIL HAVE SLOPING, HAVE SLOPING ROUGH ROUGHSIDES. SIDES 3 ROOT BALL 3 TIMES ROOT BALLWIDTH WIDTH
TIMES ROOT BALLWIDTH WIDTH 33 TIMES ROOT BALL
TREE PLANTING SCALE: NTS
H
SHRUB PLANTING SCALE: NTS
PRO
3 TIMES ROOT BALL WIDTH
5 TIMES ROOT ROOT BALL BALLWIDTH WIDTH
5 TIMES ROOT BALL WIDTH
55 TIMES ROOT BALL TIMES ROOT BALLWIDTH WIDTH
G
REM
GRANITE, ROCK, MULCH, GRASS OR DO NOT GRASS OR OTHER GROUNDCOVER, OTHER GROUND COVER PLANS, ALLOW TO TOUCH THE PER TRUNK DO NOT ALLOW TO TOUCH TRUNK.
I
UNDISTRIBUTED NATIVE SOIL SOIL TO HAVE HAVE UNDISTURBED NATIVE SLOPING, ROUGH ROUGH SIDES SIDES. SLOPING,
SLOPE PLANTING SCALE: NTS
P.14
CO
Hand Graphics
P.15
Sun Set in San Francisco, CA
Waikiki Beach, HI
Night View in Hong Kong
Ibuzuki, Japan
Logan, Utah
Interests P.16